Loading...
HomeMy WebLinkAboutProject Manual for 2014 Street Reconstruction City of Oak Park Heights E E EProject Manual For E 2014 Street Reconstruction E Prepared for: City of Oak Park Heights, Minnesota tY 9 E E Stantec I February 2014 Stantec Project No. 193801994 E ECKBERG . >, LAMMERS , • ATTORNEYS AT LAW Stillwater Office: Writer's Direct Dial: (651)351-2118 1809 Northwestern Avenue Stillwater, Minnesota 55082 Writer's E-mail: (651)439-2878 mvierling @eckberglammers.com Fax(651)439-2923 April 24, 2014 Hudson Office: 430 Second Street Hudson, Wisconsin 54016 (715)386-3733 Eric Johnson, City Administrator Fax(715) 386-6456 City of Oak Park Heights P.O. Box 2007 www.eckberglammers.com Oak Park Heights, MN 55082 Re: City of Oak Park Heights - 2014 Street Assessments Stantec Project: 193801994 Our File No.: 01501-24634 Dear Eric: I have received and reviewed the contracts between the City of Oak Park Heights and Hardrives Inc. relative to the above-referenced project. I have also received by facsimile, a replacement Insurance Certificate that was forwarded to me from Hardrives Inc.,which includes Stantec as an additional insured; a copy of which is also provided. Reviewing those contracts against statutory and ordinance requirements,we find and are of the opinion • that the contracts conform to that which is approved by the City Council of the City of Oak Park Heights relative to this project, and recommend their execution. If you have any questions in the matter,please feel free to contact mom:.•• - You will find that there are four(4)copies of the Contacts; one of which should be r- °ned to the City , Engineer,one retained by the City, and two (2) returned to the Contractor — . e for them, and one for their insurance and bonding agent. Yo s very truly, At!%' Mark J. Vie _ MJV/ndf Enclosures ECKBERG, LAMMERS, BRIGGS, WOLFF 3 VIERLING, PLLP Family Law/Divorce • Business and Commercial Law • Criminal Law • Personal Injury/Wrongful Death Estate Planning/Probate • Real Estate • Land Use Law • Mediation • Municipal Law • Civil Litigation HARDRIVES• INC. TELEPHONE: 763-428-8886 FAX: 763-428-8868 TO: COMPANY FAX #: }. . A 4r. , r DATE: `{"fir r FROM: TIME: j::_e2T4ryi REGARDING: ± _ tf.� _ . _ , ,. ► Vr " s , a 411 ail oak if , lay A .4 . VR�►1tiyQ+� 4 Y 1 �'�@,y-� �1 _ M� L 1A J is F D as ir &11.10,1Li• 1W.1). to o THIS FAX CONTAINS A TOTAL OF PAGES (INCLUDING THE COVER PAGE.) IF YOU HAVE PROBLEMS WITH RECEPTION OR HAVE NOT RECEIVED ALL THE PAGES, PLEASE CALL 763-428-8886 IMMEDIATELY. . hry • ORIGINAL WILL BE MAILED 14475 Quiram Drive•Rogers,MN•553749461 P.O.Box 579•St.Cloud,MN•56302-0579 (763)426-8666•Fax(763)428-8868 An Eaual Oonortunity Emarover (320)251-7376•Fax(320)251-5178 T06 262,'ON 2E6E6217TS9 - S3f1IaaatiH ES: T tTOE/2zi170 8988 8Er 292, �'1"ti e R EV I S a OM iII1M4l7lYYYY1 AWRD CERTIFICATE OF LIAR TY INSURANCE I OM(MAI ola THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poiicy(Ies)must be endorsed- If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). - T PROUCER .tuvom certificates PNONE FM. (9621asa-°535 Kraus-Anderson Insurance ���;TH. (952)707-8261 j ,.-.. 420 Gateway Boulevard �R08E8~I:car tificates @kalsurance.cam INSURER 5 APPORDING COVERAGE NAIL 5 Burnsville MN 5533'7-2790 ___..,INSURER A Nat'1 Union Fire Ins. Co. of PA ' INSURED INSURER e:Navigators Insurance Comt3any Hardrives, Inc. INSURER c New Hampshire Ins. Company 14475 Quiram Drive ,INSUR€RD: Rogers, MN 55374 INSURERS: INSURER F: COVERAGES CERTIFICATE NUMBER:14-15 Liability REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW I•IAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .,. -r:- -.11 --- .-, EX. INTR TYPE OF INSURANCE INSR.xrv0 POLICY NUMBER )MMIODcYYYYI IMMIDHIYYYYI- .rLIIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES_IE&Occi.T ncal S 300,000 A 'CLAIMS-MAbE ®OCCUR 7046467 3/1/2014 3/1/2015 MEDEXP(Any one portion) .9 15,000 PERSONAL 8 ADV INJURY S 1,000,000 r' GENERAL AGGREGATE S 2,000000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS•COMP/OP AGO S 2,000,000 -1 POLICY 1�►L JPGT I n J 1.DC , ..�,. S AUTOMOBILE LIABILITY iEe accideD SINGLE LIMIT s 1,000,000 X ANY AUTO 2248268 3/1/2014 3/1/2015 BODILY INJURY(Per Fermin) $ A — AALLOY,rNED SCHEDULED BODILY INJURY(Peroccident) $ AUTOS AUTOS NUN-OWNED PROPERTY DAMAGE S HIRED AUTOS AUTOS (Per=IMO OTC,Cea S .250/250 UMBRELLA LAB X OCCUR C11145XC7054641V 3/1/2014 3/1/2015 EACH OCCURRENCE $ 10,000,000 a x ExCESS LAB CLAIM$•MADE AGGREGATE s 10,000,000 ,CEO L X I REIENTIDNE 0 _ 5 • WC STAID• ( 0T►+- AND EM WORKERS COMPENSATION 7C I TORY LIMAS f ER AND EMPLOYERS'LIABILITY Y N 086476434 3/1/2014 3/1/8015 E L.EACH ACCIDENT S i,000 000 J ANY PROMEMBERiEACLuoaD, GUTIYE N I A OFFICE my In ER ExCLUDEO� EL.DISEASE-EA EMPLOYEE 9 ._..11 000,000 C iMandato7 In NH) - If yyes des ION under E.L.DISEASE•POLICY LIMIT. $ 11 000,000,000 DESCIRIPTION OF OPERATIONSbelpw _ , DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES IAUtae11 ACORD 151,Additional Rona*,Schedule,H mere space Le required) RE: Job: #34198, 2014 Street Reconstruction. The Certificate Bolder and Stantec Conaultinq Services, Inc.* are Additional Insureds under the commercial General Liability when required by written contract. *The Additional Insured tndorsement and the Commercial General Liability Policy do not afford coverage for Profe*eional Liability exposure or any professional services of architects, engineers or surveyors. CERTIFICATE HOLDER CANCELLATION . • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN • ACCORDANCE WITH THE POLICY PROVISIONS. City of Oak Park Heights 14168 Oak Park Boulevard AUTHORIZED REPRESENTATIVE Oak Park Heights, MN 55082 Jean Sundlof/EWAT --.r. :-•�.••�4.�' - ACORD 26(2010/05) ®1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD Z0a £6L•ON 6E607 LS9 - S311 ddGelbH ZS:ZT t'T OZ/2E/PO I • . s I DOCUMENT 00 91 13 IADDENDUM 2 1 2014 STREET RECONSTRUCTION PROJECT NO. 193801994 OAK PARK HEIGHTS,MINNESOTA IFebruary 19,2014 INumber of Pages: 2 (includes this sheet) To: All Planholders of Record From: Stantec 2335 Highway 36 West • I St. Paul,Minnesota 55113 (651) 636-4600-General Office (651) 604-4808-Chris Long, Project Manager The following changes,additions,and deletions are hereby made a part of the Bidding Documents.,; IBidder shall acknowledge receipt of this Addendum on the Bid Form. Failure to do so may result in - rejection of the Bid. Please acknowledge receipt of this Addendum by signing and faxing this page back to Stantec at IFax No. (651) 636-1311 as soon as you receive it. Company Name Date ADDENDUM 2 0 2014 Stantec 1 193801994 00 91 13-1 • • • SECTION 00 41 10-BID FORM 1. Page 00 41 10-9 &00 41 10-10. ALTERNATE 3-WEAR COURSE PAVING IN 2015 Line items under ALTERNATE 3-WEAR COURSE PAVING IN 2015 should be numbered 176-184 in lieu of 174-182. ILIST OF ATTACHMENTS None. END OF DOCUMENT I • I • �2 I ADDENDUM 2 • 0 2014 Stantec 1 193801994 00 91 13-2 • DOCUMENT 00 91 13 ' ADDENDUM 1 2014 STREET RECONSTRUCTION PROJECT NO. 193801994 OAK PARK HEIGHTS,MINNESOTA • February 18,2014 Number of Pages: 40 (includes this sheet) ' To: All Planholders of Record From: Stantec 2335 Highway 36 West St. Paul,Minnesota 55113 (651) 636-4600-General Office (651) 604-4808-Chris Long, Project Manager The following changes,additions,and deletions are hereby made a part of the Bidding Documents. Bidder shall acknowledge receipt of this Addendum on the Bid Form.Failure to do so may result in rejection of the Bid. Please acknowledge receipt of this Addendum by signing and faxing this page back to Stantec at Fax No. (651) 636-1311 as soon as you receive it. Company Name Date • ADDENDUM 1 ®2014 Stantec 1 193801994 00 91 13-1 SECTION 33 0517-ADJUST MISCELLANEOUS STRUCTURES 1. Page 33 05 17-5.Add 3.07 H: H. All valve boxes shall be clean,straight,plumb,and keyable,allowing a 4 inch schedule 40 pipe to be placed and centered over the valves operating nut from the street surface.This ' alignment check will be performed on all valves after the final adjustment of the valve box and prior to placement of the bituminous wearing course.The Contractor shall supply the alignment tool (4 Inch Schedule Pipe) and perform this test with the Owner's representative. IDRAWING 60.05 -STORM SEWER SCHEDULE 1. Revisions were made to the storm schedule to correspond with the storm plan sheets. IDRAWINGS C5.01 THRU C5.06 - PROPOSED STORM SEWER IMPROVEMENTS 1. Revisions were made to storm plans including updating rim elevations and minor revisions to invert elevations in Area E. The rim elevations were revised to meet the finished grade elevations ' and super-elevdtion as shown on the street improvement and cross section sheets included in this Addendum. ' DRAWINGS C6.01,C6.02,C6.03,C6.05 AND C6.06-STREET IMPROVEMENTS 1. Revisions were made to profiles in order to match existing driveways. On Peller Avenue North and Penfield Avenue North,the streets have been super-elevated as noted. ' DRAWINGS C6.17 THRU C6.19 -INTERSECTION DETAILS • 1. The intersection design and details have been revised to correspond with the changes'to The design and profiles of the streets. DRAWINGS C7.01 THRU C7.18-CROSS SECTIONS 1. The cross-sections in Area E have been reissued to show the revisions made to the design and profiles of the streets. Peller Avenue North and Penfield Avenue North cross sections indicate the proposed super-elevation of the street. IDRAWINGS C8.01 THRU C8.05 STANDARD DETAILS 1. Standard details were revised to conform to the specifications. Standard detail STO-27 was • .I removed from the plans, and standard detail SER-2 was added to the plans. Clarifications:were made to the following details to conform to the specifications: BED-1, BED-2, BED-3, ERG-4C, SAN-1, SAN-2, SAN-4, SER-8, STO-3, STO-5, STO-7, STO-19, STR-18, WAT-3, WAT-8, and WAT-9. The I water (WAT) details include the addition of the valve box adapter and concrete thrust blocks behind the hydrant. ALL DRAWINGS ' 1. Revise all plan sheets: signature date shall be February 4, 2014, excluding revised attached Drawing's as listed above. • LIST OF ATTACHMENTS 1. Drawings indicated above (38 Total Sheets). IEND OF DOCUMENT ' ADDENDUM 1 ©2014 Stantec 1 193801994 0191 13-2 1 1 21Q63@iQi,g02“090i?,'Mgiiiiigiiiqii ;=9iiP .1 Te.r.T.6T ?.. .TT.. T.w6, TT .TT* ?? ? Ttl ,LT ,„; 1;; TT5TO, T6, ,L, T6, T . c -1 1 V+12 6+ .:,6,4, 6,,I-,6,- 6,6, 6,- ,16,■;■■:. :,, ,,I, ■;, 6. 6, r, 6, :“I, 6“;, - ,In -:. ., 00 M4 k,',184,VggignI&_41°. ,r1:,,. _P.C51V4 . 0 . . . .1. ,,, g C - - - 5 1 FFFFF-,...FF.FE.FFF.F, 7F,Fm, Fr.,FFFrn, F w, ,E , HIH11 ,FF F F . g H . 4 42FF4 45fFg 4E4F F g E E H H . .1 .1 1 -4 „ , „ . Nir. TnTT, '417, .7.17.,MT. Fn 7,W, TF,, ,E 82822,8888822288 8228222 22 28 88 282288888 28 888 ggggggggggggggq' ggggggg gg i ,” r2; g gggWW, gg ggi 222222222222222'g 2222222 22 'g g2 4 2 22g2g22g2 22 22R , ,,.+NNNI..NNNKINNNN ,F+ ,NNI+ N . , NN NN NN , NN , , O+ N NN N . i9iiiiWippl - 4 , HARMHA aWai! 4 1 Mir gggwggclgggggi C8k444k4CgM i = I FFFFFF ;iFF,„,i ,F,43,44 F■-lpl: ggiggg iggi M1IMI MF, ii ) iiA ann'rqiC.J2gRhMs9.61 .. 4 =11 '114=14 =157 I .744 1 222222 2229 OMMIMFAElingt 1. Lnev444z!4',,a4 ,4,zu-i,y, = F1'. F EFEEFE EE ii E Ez 2 EEEEEE ZZ 2 —,g i gg g gggggg g 4 IF; T 222222 ,113 gg g gggggg ggi 1 . 1 gi '!Hill 1 - ' ffi8 CITY OF OAK PARK HEIGHTS,MINNESOTA EFEYSEZe:'a " CO Stantec bl , 2014 STREET RECONSTRUCTION PRINT HA.CHRISTOPHER W IONG (TI PHASE I-AREAS B,C&E § o zes mighwn 36 w ft.. ,,,,,,, STORM SEWER SCHEDULE 14 ... 7° WB2i - 1 ,.,e F,.uARY.&■■ L.NO 4,.. **COT lot au:Dr8Erose,,, st.'"Is=< .. �. no,. ..=== ,,,,, IV IV IV V IV IV 0 OD i$ o 18 o o a $ o l I I 5T#9+88 I I--1 t_«• ."; '.185763.0000 5°E. { { I $ .-� - I.__I n N i a918 � 1-y'x, 772.1 I WM JJ113 '-# n n r —._HO 8 77!.56. !1476343 S N- .. I-•7wml�-1 I s+.m OHO `1.\` 4114 76710�>•E _ n _ . .>�n..: -..-_-___ INV763.I0 4•S- __ ]99.1: _�;�, _ j _ - 56 H ST N i 784.5 q 8 •78471. .MH, I "J n 5T 2MB 4.0-4 2i o I U I >72 92 { I : IN 7727124• 6 772; s• m i N a ]85,7 - � 1 I k �� � 785.64 { I I ...,n '° • • io "' ]858 �a • _ �FI lid'I 8 78590 n 1• n ��3{ { 3 677 I bi( r-` a �._J �� 4[Ft`[ d ai: { /�3I d,55775 p L L f s158::‘ �' L J , INV 7)353 + 7863 ! . . �� I 8 785 55. m 5194+28 . . tI' =_ -r9c 23 = I-IM1V 781:2119•a --- -".� o.,_. X11 :4 ^ ■I r � n¢.�I� _ ,� � $_ ! T N1-S --i I ` --"" $ n 79].7. I _ r u L s 796.70 <r { n t,,- l a m�x 797.,0. 1 gg a lli i °• 788:3:: .. 8 788.08 44I 7846.9 ��-E 14 9 1 1 .. . 71A6+09 111 .. i1{ Ig --_....._1 IIY I INV 783.30:131 N: i I 8865 l . frT'I , acs '.•- iI { tees 'I • ,y 1 f +•� �� 1� L J x891 `III ...i--- i ..... i 1� r 1 1 C .1 I f 1 7892 7z- N I I m0'Is , C tlf 11 o°'�o'O I rn —_ I1 5417= � v Iy .1 F, I C .; 0 it J89A• 14 I rn 759.10 z II ; r p 90 . RN iI 7, 79044 { f I- i 4 D 1M$Q 77 `" .. INY JB6W 5•NW .. --....._---T._.-....-_ .ii,Yn 9�.-_- G INV78558 5". •- NN 9 I• 0 7911.: . ' 7X,)65.58 8'5 S � r a 1 m 791.18. ®- .. _. ...I " ° 4 1- - 1 o _J ,� Ems,=f r ' U 1 !L ■CBMN 1: on 7913: . R R1M:790,00 .. _ - ~ I - 790.43.y. IT • ,••785-95'1•E ,n I 19 P "te ` 31478.585 5'S - i ' . -- _}_ m = m x n x n.f �_ yy 8 : '®o SIN 789.59 n S *7 855 NV]86 012 w [58TH STN ' n . S a 1 (� m L J. f L� g m o 1 ,. M7 - m = RN 7813718"1 : r . I g 8,,:n_tit, t1<'I i INV ALE,' 12•F ' k7; -it _ ,+, 70 1NV 7811pffi'S -1 ft- �+ ��' STA 0+24 L-r- I V -1 IP F, l u� RUt-78536 rrt•�7 - -. ,. -.1/47830017 w. - r--2,-J �•'�-----...._ _. ° �s I [8MH3 R ° / J I� 1 ° . . a : ETA 7387 q2 ----_-..... _� __ ...---- 9 I 8 788.19; k G IN479338 LB'N 6 n I ,17:060.2•E g 1 < 1 LiEr 5 _ : y RIM78T,3A 79.5 ' �'ac 1:1.• _„-1 9,17:0 IO I 1_ r . a I:-'- o-7 - ' g rd o-��--'-=o'c�-_o- a7 ,� o-7'�a—o-a--o.3—.. 0 fo$ $ o S S R 9 01 R CITY OF OAK PARK HEIGHTS,MINNESOTA MO WW1,�.a,.TCE�ENGINEER ® � G S, S TINDER,„ETA fINa^GRMNENNESOTA, p 2014 STREET RECONSTRUCTION .amN�TAWS CESSISTOPDFRW Stantec S AREA E 7�/ 2335.2,,,q,,a w 77 - # < 8 A a' 'a i PROPOSED STORM SEWER IMPROVEMENTS DATE Ee .w4 Nw WI 13 urc Isi SON TiG NO. SIO. ,...wmMac,wm Via,.., � —,.o ` � a�'� M°E "Tr ""�no-70,iwr r '$"' S(N3 W3AO&INI b3M3S WOO'S 03S0dOdd H it ? S g t 6 g ./�� c , _3. .x..w 3 v3av 0 u e}S NOI1Jfk11SNOJ3M 832115 6l OZ ID ,.�.m.0a ,NV,d,M,,,„,,,,,„,,,,„ VIOS3NNIW'SIN ODH JI21bd VIVO JO AID H _!' lAnOti3 --- _ ^ to m -0 1 ^ r -, �i� ? 8 G � 1 4 s, ,� I M.Z102 E[C ANt '+exx ., i t FQ O u. .: 8 till a / c , N.tI 51 Y1L:C0dF v ,ry _--- 143��+�1.1.01:.. — 5.8 0ETLCANII :I 8p� d +a1NIS�� -'-- i 3Z.1ffi'71GNlI _:.... n 0;Fa .— °-1 4 • 70'LCC:T, -.CCC_8 i i i Von, 1 1 �. 00+0 Y,IS_�—� .08C[• .... _, --GO a OZ HW07 1 L 1 G _,o f 6,_.• it.__—— J ... m r ss LG nnr_, LI u 1G. ��� '.r+ 6-0"" 3 T 9(OCL Ayt 'Y _ l9't[L• gg•> '031 .� 5"35'rt'"' ', : .. e e i . A.1/�-� 'V-- —�-. za-Hw : P \ i "l :N.[SI ZC(ANI i'CLC N J �lm I ;�� I + r .��;AT��"' 5.6 OE'ZLC mu - �I __�- + 40 1 t" '3.2 08 LCC/V0. I ' IO'LLC WIN `y 1 OZ-H .� 8 _ reCC , ' ----tt!!-- ''':"; -1-- ' 4,, 6 •t - et•9U g . _•.• r •1^— 5;5O�buµi I _ 5.L M.5 OZ HF1 AN1 90'BCC Z ai 3 d 02�4[N I BCC• 0 �i08L[wM W C[+E v15 g I , 1 Z o • g a� Q I Ill w • 3.5 g B/1 M( • 11 6 C ,^ I OSBL O1 {y ^1 I I Ass O6.'iLL ANI ,C--Tr : Ty OCC wItl 1 : EJ r-1- _. .____ . 1 _ L �6L z J � .54 LLI >/ I� � 4' 1 r�6 r 0o L •1 «� �g J �`'� 1' I 1r H I� - p� C�J S L�6>6z I J 1 m6 li �'2 see i m1 8 V� I 1•• r—I� — b61OY15 Go `N S_HILS_. �f . —8 ielf4 —77- �' N 5!06 CCC nNt : ,... a -- If , tl m a.C'=Y -'Q_ G I'll .0 I a I is L ` w L. M:.O OECCL ANF St-N :s I iE9C I % n V — 3:.51 LLL ANI I/ y VVf ■■■ 0 • 5.5 3D CCC MI 1 ——�_ .Y o _ 4iZBC wn _! a ,.•.ai 1 1 i Yy3 8 �� i„in J _ 1 _. �- -- 4F HWI - 5'ENC ° L .J 1 I I „v I 1 ° —`l L I d q 1 e o i , z, ,u, if _ .9 la' 5546 Iil TOp--I _� I I• i I L- , NISH19S ' s ' 01 al oo .uomu,. u•.ws awo,.omn..,,v.o,.sn.o ^ ^ ^I ..� m o.o=so..3...%..” sod. �n�.«7rs S1N3W3A0t1dVA M3M3S VVE0150350d0Nd < a C C1155 WI Mn...Aim= no 3 V3MV � . V E I(h 73�1,1p�s m AA "dz� 3x No"S11-I DH)�aais vioa ° Earesno....Amy V10S3NNIW"S1H013H)I21Vd)1V0 30 A110 g ° ? U ° S V 1 , _A s:.I D4s/ANI •1---- 1 461[[915 ,° .,.. Z® : a S 1 19 M.•L 88'sLLM6 4, .... 1 r¢, 65 BLL 91N w• b' ' 1 e LbF0515 Fr �} . 1 _ a H 1 III a 4A BCL \t \, yX�F /41.8+MkU A�P1Il ,R II 96(4 \ >(1�%" 3.5 1:044Z AM �--'- - ,` fin.--\-' -- ,,~N..¢itr9 Q�"%�¢A .s I LL NA IS BLL a 1\ Yk� _ T' 64 HW ��� � na I\ i'o-3' ` '! .a�,v 1 1, - - . . .~Ia-+oc Z,\i�F 11511 ,1 I I --•�� 11 `L , �� A, ■ - - -- - 1' c"1 i\ 1 1 t ��ff11, h t I, ®m-\G 1 0 1 2i 1 '/(' t/ 3S02i N3d Mz � o I'..; 1 \ :o \ 1 " 5 S0'9LLnNl �I'^ u W t tr c-i)_M�I�Z�., ' ' r:-=- _3 U 501/.4 WIN O6Lt e — � --._. �' 69+111/15 III yr - ! ____- 4l �-_-i _ 1 i r_...� r�41 r-d t i I 1 ki AL FFg , ii�J 22b i G Z I .. r1 ,cr w L 11 �'� $ �� �� _ t'i L iV 'fi ,., I 3.Z ZE LLLANI - .". ^-u 3;f= SCI&WIN �: EYWL 1---\ M. S9Yl4 50'8/S wiN � ° -- Io-._a ,',.."1 ::- • Ia061S r6LL u A13,--I-1'--Oa - .�., aD` Yi�if�i�ifc•tl�Er. I G �� - u,6}Db bLl ANI � -.. yL. .�, { m.n �LSS,ANP T.:. m:.. ad.11,L;}LLJ,NI I ZS B[L w al }__.____-` p �__. -'7"'--... -� w 3:.St Dna ANI P. ,6' I'6/L " N 3A`d 213113d "1 .l 6 H4 I _� " 1 8 g I B "g . fly l^ ',9'0'14� f-' 'Ii.5— G• ,col Jir p �� i I . T-. ' L._1. --r I I I I °'_-- �.; 1 -.l I I i ' __-_ M ! = IF f 1 I ..t= . I 1 t 35.54 DS 66S Am }_6 s.9 OP SBLNVS .Y" . _ Eb 61 I I N.5 05'58/ANI ►® °� SV l6L 5Z y g MNiEBB'90LnN} $ --- ' . /L 661 WI0-t _ .0 1 S tfiL. o � 161't0 Vi$: — v—,J 1 l • 1 1 i { I ' W OBI nI �I N ICI N in QNI w.vs...., wm.u„.ry=EM v..∎n.ornZmw r...: i... It. ass. i..: w fris. fiic rw fir OS 101...' PM_ MC_ fug ic:: O L Mai ANaAN.Nr...... 901ft DK., tits r[AevnbeN givo C1155.1.Nrii SIN3W3A0WW1 83M2S N12,101S G3S0d02id i ? ' ■■ i iy mse....ftscer ---16Y no-rtv "-" g Y3NV I! i"7 383.ue4s swot xia.dosta. .... ✓10.1,1.■...VB.AO LAVII 3,4,200N1 ,,,y,,,,,,,,,,,,,,,,,,,,y„,,,,,„ NOI1DONISNOD321 13381S 41.0Z VIOS3NNWS1HOIDH NelVd NVO (-)ADD ''''':'',0''''''',:s1=7.°.■■==tr, 2 - ' ;. ; 5:2:1 81- F.I 1 . . . 0 II ..... _...., .,.. . . . , . . ,__..l,1•0,......,,,,Yr-ON ..,__-A ------ 1 1 ...__---- .,-. -AC° s si'..'i , .. i \_.\--.1.1-\--s'.---",..--"°'—" ,I.,..,__,---. •.--V.,.,------' = 0 . .• . , ,. . ..' . ,-, .t . . . . . . . _ . ...r.9.:0.,, If) 'i 1 ' 8.8 stga MI ,. ae • , .. • .•• 1,-2,,,,,,D5.6L/,Me.,,,,, ' / C'-'\A-n . V".1" r 1 c4 i l --------- ' . : , - . E iE---- .4 I ,,,,s13,i . ■-- r-1 =ii _ . . 3,51.,"MAAR ... . . '' : . . • • . : . . NiidFe' 6- 1-=!-- • . -z- ' 11111..: • • .--- - . • . : :- -.. AllEllreli'' , ,32"--.. ____;" 7.. ,..7._...., riliV■ar x r S' r.-n / .','; 1 . . .. :1 f-...'*.,:A-- .. ,, r r-1___,.__I - I I I . I ', . . l'I L_1 '-; i 1 'q , n. 6(1 '. 7 ,,---J_ . . ,- .. L .:: .1 : •= -- it' 7 - ......;-• ,__ ... r , , i 1 i.11, '; J 1 ,srsst tiro ' ' . ---, .: ' . . . :I" -I pt i ' - r--,....r-1 L-... -";' ir( -- ---_--_-_-"--- ',' 'I,--1 • 'A 2°AIM'AMi 4 , . ' , __IE1-r'N ,-• 1 L? r PI , ..'''' — -- • - s'sEIL . - ;`-,t. 1 i__.2 • rit _1 1 L_.(..1 'At, O M.* °S:4att' 1- . . ' . . . C-C--I--Co—7,--C.--,- 0 s• sv.11tmk : . . . . . 4 L 1_,,,,,_L-- . '1D■ii --- ------I-----""'"--.--." • 9,79"nA, . . . 4._ __ • __ __ __. _____. • ' .:',647.V.W•■■ '' 1 Wilailffia_Sre_alag.111111.1.111114PIM,,,, „, • '9t-Hfr' ' ' . . .-747 NMOSIIIIMMIN, 114111: -.'tf.11;011 ._ ..,,_E‘,..,-' . . .. --- . ,titiliW lj 1\17-3A 3SIIIIN3q, 4,, - gee ''6 —I- "--i SC'611 WIN . . .,. . , . . .-.. - ii r---I _L , ..41" / L__111 '---- ' . /VIS ' " ' .4"I3 . i L J: j_J '. '• 1 - i L -. r4 4 \ LI \ st i 0 I-- Ce .: . 1 1 tf,1-1 L 8 1 i i .''... E' 1 14 1 0 • 9,,,, • ttg. , . . \ \ Z ---at---'—'.-49,,,,70--,115---4.riy■xint .---.7-.L, ''Cp---5L–. CD----.— rili . AZ:1;--ITO.,41 1-1-1 \I\ e.3 ..--,,,-1-1 II' .L. ''-11 q g ,,zt, - i_- &I I,1$..,, . ' . ,. . . . . .. ----- '------------- ; ,,E .'-',%'.'',Li: — , ' ,'9-Hi.... ' .1 . ' '',ir,','1,1 I - . . . 1-- . .ZI EN!0L Nill ' : ) - N 3AV.111.3 . • S Z OVIHNANr""-- . III 4 I . . c o i c-r,— A ,:.: g ol-.0-0 vls ,-; 1 11 1 , git..Ng / ...,,.,...) . . • 1 j --. ., _ .. 6 11 2 2 r 1-6 .L'7=- 161 1.8 -.0pg ( gi • I. . I u I '`^f.villl I ' t ilE1.-I 11 L 1 _I. . . . 6 -- - - - - -- - }-- - . :--: L, 1 i 1---'LI 1 §tn- L.. __/ I . ,2.09.9A4 AM ' , . E . II '''z+°vIS / r It• r M 9 . LL?;9LL Alif ' ' ----1 r... i 1 OE 9ll ANI iig i "I N.I 01,'9LL Ma] lit . :ScSLLWN. 00+,0%NS ' . . ... 1,' • • 6 i • • t • 74 . • • • : 1, . - I. . . . _ IL . ▪, .. . . . - - - . - . - . . . . ,,--' o ol .O or ■ a RI US LAI ..2614.E.I.Croelte.11.1.1.01m 1.....1,13.01,..K.1.1.-116110•C.11..6440.3;',No. ''''''''...'w 9 or,ruriai :10''.17:YiliFO:pn':'Fr::!:?I:131E'',71Evei .lon-nulo.,• 11V.,0.0,010.6109[111,.....U1S n......... ww.N.Do-s•No.o.onvearms.o....... .."0.1.01.r.wn 90 it ON,, Welt Awn.. Gva el L9.4/41.0,1 IS SI.N3Vg3A021dWI N3M3S Vg2101S O3S0d0Nd 3 ai.0 ei.s L..„m83.015/15/,"/..4 '°:;:rionLOZLIt:;',',V■,..Tgnr. NO11011211SNO038 1338151,1.06 g 6 !Lri VIOS3NNINI"S1H013H NelVd)1V0 30 A110 2 2 5 f 2 2 0 ngt . g r S § zENTi■O 64 i f N g . = , l r 8 L_ I -• E ,A.z os L9E Apa • . f -1 A 1- - u uL"PJ 9 ot+0 vi,5 D i I \ 1 11 g 24 till ill .j:s• 06,9,4.[ ■•■ ,Ta 8 ___ __ -- ET TLZ Witt ''''''''''' • -- ------ • 00,-OVIS L.. iiPi !"— I b 11142.7 2 r)l--gAVMS0111401 1 ' eo il__, i I-- i 0 4, 11 \ - i .. - -- g, i . 1 1 7 1 L1 Z c'l: Ei 1-- LL1 I . 112 n LLJ I t_i CZ - fn—_1 H , 2 T, 4 — LA. No ..:-. SOK, f::.■E n 1'T`E k 1 kr) :..'':2. Lc) • _ gi u .....,_ ...,00 591 2NS 0 2- .— --- -6_1M ... ,_111111ft 222Er •=, ,2 TS,vis I I g N.Z gt KC ANI, NAV 13113d = , 1 1 Fx-.7„.-_,,W LZ.ON..5 lit N.p . ( 1,.,Z s' r, i 'ERR.17, 1 r g --J iliE G g g 1 1 1 , 1 , f r 1 co co I w I I ,■ i , 59,63 MU 11.P.G.611ONSX 16610■Ce M.36100[61 tl30a0■1,66 0E6 1.19(11.5 09(6 Ma 1141.6 4.% tift Jut, Mat Jim lift Moo Oa_ kft Whils. Wok- ma_ me__ ma_ — MSS Nwrowu .n<r«ors SIN3W3AONdWI N13M3S Wif01S O3SOdONd ` s ' i ce w.xbwp,Ma g O �� .e3wao,e�a•�3 ',.,...rs. NOI1Jfli11SNOJ3M B32115 4lOL o s N - §q �a u� o a viosowm xN„slx.wN 3^ 3X1 V1OS3NNIW`SIHOI3H)121ed VIVO 3O AID - $ g U m n � n r- o n n w En _ -1-7 r—r 1 - 1-- s1< Q u i oy. 1, I / v\\\ 11 11 \ I : L J e,:6�-—L�cl� o" --._ a4\ ■ tr f s r -1 I li q. � ` -%L ' = 4 7-,.,57„x-1 LJ j q --.—. �s T—��r�I I �d oe t i p � L I 0 _ �, I � �r � J ^ F�_ I \ 1� �I \ z 15i 1LS ■ ' t ` ' ° w R " - \, ,Y, > fi wi \\, I o - os F + ■ I ' i - 4 m 1 g ,gig 5 \\ 1 1 — I i-__a,.1rfrg ge 4W \ Z r--L_i 11 15870 -01l1 , 0_ L—J 1L \ =r.,-'" 1f v w 5Iri m io� V ' i .. ,--I �Imooy Iw 1 r N�S Hi! ` 1... I_JPa^mg. _ f '''' - \I seso —z $F 1 11 .4, S Sl 02"6LL MO .. I ' I § > ! x✓rf" ' low t6ZBLWm I i .. v. If'wn i i \ N.6 5.8 9C8LL MlI o 91'66[ g ..-_- 1 M.5-856LL idd, -- t— 6E0< S9flLLM0 W I 009&Wm It 56,-Z VIS 9 1 0 ..._ .... ji 11,, a 1 S� o_ti 4 za i f8L b: 2 0 1 w e 6. &i'BLLANI .. I : u.OrlaANI1 _ ' abet it 59+1'.VIS i *'.:: 9Z HW9]I ° 61'E., 63, t\V 11Q � 6EeL ■ (� � c4 N8I DS LLL ANI 1 _41' > c / ` 66 Zfl4 WRI 8� II I —>— >_ `?, 69'1 VAS .. '.� EeeK. = I , N IS H19S 2i3dd(1 ,\ 61'UL MIL 1 1 i III \ 1 L nr; ° EZ SNi tP" m 1 LL I I p 1 1 v 9t .' : ua t"m d I .F1 ° x ° e.o ia,.18:01 .e w.v,e.�lav°s.m wu .,_ a.. r..: w a.. MM. m..,.. Mime NNW Wei V 114 m .m / � alvo AS VCLw"191= "'7z Yi0"sw'4m..neaa 3tl""'"'a S1N3W3�OMdWl 1332115 o g , 61i rk „on,„on m„sm,nw.�un.�..,vv"� 3V321V D a; ;s °""° "m° NouDfl 1SNOD3a�aais v ioa i c V1OS3NNIW"S1HO13H�I21Vd VIVO 30 1110 ., s Q 9 4 N O O O o ^ p n LT m n n Y r 9 I o sob s 1 I.7711814 ® n 1 1 ¢ ° m • 333814(1 3 g SZ'O6L'341d .. CZ'BfiL.: P7S++`Ei'SIM $ 66BL 1.Y I l T ' Ce �.. n = lb WL 3]A3 0 I Q y dr�, DD fl E69A3µF :(o6L 8 CL -emu I6 .s ry „ b66 cc R s '(I }} L W LLI I'll Id'. ¢ O J E g I ( I .04..664 37AB°, 064 I 0.4) o §2 J OB'SE+Z4 5358•• . () (9.2I) 8 5&t5 Q 1z f� z I l I iZ86L $ Ol 3 -- �-_ — ZBIrBL I O B i66 I l i`� - a y $ 1-1.1, 1 I A sex? REs E V � 0f'l 4M 1 ..V i o L --- L L rI m.ss mws M a m. — _ m.m I es 89"864 3AAd w N HI8S it r o— — W US6L m ol\_ •TO N 1I I ,, I ��03 1 41'661 1.97 I fl (Rl95) Q AQ6L $ I I 4-Ay 1 I am. I — . 1= H 6, 05'684: s 1 6 1 '66L _ — '— L6s WI 1 Z �QI, W m , Z —t m , _LLI I F � I � f1,e14e:37L0 1 068L 1 1'. -J §ie, WI I ) Q 1roje+fFN3 -. 1 -- - T Brest W/ ry q'. g"..'I i !I { e s,,, I w s k - --6—— --—-I € 6427 I a. os»+%F�Ae 1 = 1 I I-_. — 1 LL.98[ 8 Zr{_ iu 11 1 I E:: _..I 5 ,,: x 1 s„a - 4(1'98[3J/i - b0 AL :m 2 g i 00'BS+SE .3 I 'RV& . ru } v.g 1 I n.i ^ I b9sse—, s,53,. 1 R m 1 b, "& i m I s PE RAN z"��■ ■ {o8'S8L �8 1 ' OB58°q � _ ooB of sns i z-geJ ms, m.. il m.:, m.4 a� p _._ BPoz*x sA* 7I. t o I f 3 i N 1S H1LS —� 0V,LV i 1 B5. •L I Gwot x ?Ls. GS1 ie a s... - • 3 L ry 281? �� m v.1a�d LE'58L33L� 9SBL' n a m w OB'SB+ZE 5353 *P"Pmo � hI1 I 8. m fbBt, O !a II.. Z56L( 5Z m.. a c i dF I I LE'LLL 3JAf i }- i'¢LL i -6-A g (11-14) \ $I 3, �'g'i rv3.,° I o9�59»S .s7ne • \\ $ra 0059 fZZG[••— 56TH STN ■ ;—...- ,2, 8 O ' P FELLER AV Ln_ c — f m•x 1 6669[.3JAB 4 6L9L m m. vsmi ■ t ,. 58 Bf 1SJAB �1 4 p s '^ EH f--- ,V ±S- �.7S —... N f- :6 'Sad 4i� s I sGBLt_ I, 1 a SBBC I mi m 0§ m^° I 8I n1 $ I E ' m a ,mm a m� . .,m,,ti3 ad I I „ m.m.d.o .,ou,„m,.,..3■a, b y i•:. * it RP__ �!_, "Li II4 PILI F+. MR Nit at r. —• Co..6>ri ls --.18.,C ro 61.646.7; AnnveNois SIN3VY3A0hdWI133211S ,,,goonvrel sat 3 V321V 1 i.C.:1 O. 0151/INJ 6666 76766 N0101181SNO0321.1.338.1.S 41.0Z 8.1.0738868 70.3181.8 66170 87,1;1;8= VIOS3NNIN"S.LHOGH NNVd NVO JO A.J.10 .. 2 • i r - r RI . . ., Cn 0 c0 0 CO I 00 CO 8.• E. I, 9.'I •rr-C ?:i • '.--- • " ' ' • , • • •••. • • . . I>' 9- 0 P. . __------1.--\ \ tI, 2 : - • ow,0.,,E:sAd , . . :''''EL.'. l' ri • -8 . I'v,.. • . • 0.1........-7,91“,• 598fi I. I 1 g_-\ 1. • .,-'-',_.,. : [ _ ._t_.: . •ocut, ., ,-KI _---—_--,-, . . z—-•-•-T.- -' ----- • 1, 7.144 . `.:1 ..- \ o • • . . . DOIPB+ZE 5890 g ---- lt t E -A . . . . . 61a• . . ----:—-; -. — '.. . . L,,,,..■ : . .. -—.. -- —? --—''''' 1 6.,•,6 : ff • _______._.____ ,,..=_.-,--- \ . . z- --.-- ----: .. . . . 1. . . . . . .. .6.•I au+I D'I—-- --- (9,zr) I - '''' -1. . : . . . . . :. , •. :. --.-"---- — . -- i .8 i __ _...- _____ . . _ ...,u >ErE i-In L . . . I _--— ------- 58TH ST -- •-•---- -4■82-i---- r r-•i . ; Le gr. • ..LS LL 74 r - r ./: . L1 , PENROSE AV N •••• r, ,:, - _ __. ' 0:00___ !___-- . ' . . 1-'1 fit'•, wnsk.--.- • •. oo.ss Jr 15 VAISIS . . , ' creLL `$ •— . . -'''. ----(30x107 ----11 Af..., . . : 0,5+05 rsmd • •• . 1 \ 1 ) ' ' ' 1.6 I I i "2'9) . ' '\ • low I ' • ' ' . . ,i,,L i1 ..1----— ----- - ' -. ---• : . \-- . .. ' . . I - . . ..• . Ail-z-- • I Iii U-I ';':"' = I--- . . .. . i, . . . .. . ' I 0 • • • . I . : - . •• ----- Z_- -Cr..., LU . . . : . H. ... . . . .. . Z . ..n . . Ell I -, I LL.1 1.1.1 •• '• • . • • • .. . • . : i __-- > . I I CI- __ r < . . _ .. ....._ ,.. . . . . ' , 3 , .' . . . . I .,5 L' 0 • _ _ __ 1 ,___19':1-__• . . ......____E.....s-_- _l ! * t Li 1 ' Ce Z • . ' • . . .1 - I'-' . . . I §E : ' . --. ---I ' LLJ H -:LI: . , . • , I . • i • • Z'OiL ;9, I 1 1111 . : ' . . ,,,,i 5711 ----- _ ---11 1, ... . ,. . 1 L;........ . •1 • • . _ I- zi:.;g..'LL 8 C.' - -- I 1 • • ST . . .trai IN ST N J .„,',.z.°'' — . ' ---;.' :-',r---- 1 ,1 . •-•t--.. . . '6 ER/ - PENROSE AV N);•.-1\ , g-------- .L K11, ... _ . ' E6'2.13L'•8 I ' lit 0000+05310 . . T., - •T ,.. r---- --—— 1., . • ' . '• ._, -------- . —1 r— 'ril .113 I-ILLS _, - i. .. : .--..,t,-. ,,L,.z. g''r'I J :,-,"" ■ (7)...9:-.1 I I 5680 1611 , I 15.711 1 I ''.3 E I . ., 1 • . fIVUll . : k I . . . :.:inzint alst.cu• , . : L___._h_,i. -,-. . 2 c; • g..., . : +r- . ,,,,---,- , .• • I 5 E sos so t_,J¢2 is,, ' • • ',..1- -.1 4>•.1.• , . , t.:1. . .., 1 •J : t L,„.E, 11.-09,:_, :4Eat, .1 01/18t7.SDA9 ,i3; 1 7-' 5 I _. .. . . ..,1 '' I g ‘t .'-' --'1-, 1 ,e, :...r...' .. I ou •, [ 9 .... _,FL.._ .., LT.gL;T, z 10E6081 - Itz.,4,g....or . >...,6¢Lu ., .• . • 1 >— NI-Inn 585C 5IY't, I . ' . .,,, : • I ' . — I,_q ,rg_. 1 ,,,,,,,<P,.- , ,. .. , II LL,•.08L, ?!. L.. ---• PENO TSE H ASV ."" K'n‘ . , /t M.r!. 1 ... Lii i E9 gE i.2..g, t.i, . • I • 0.09'r__ '. 0 0E•' :008 . . . • I • _80.61___ r It w Pol S,HI9 —-, 55iil ———- ---— J ,. • . 13 _ l' . 01/1 4Ad 1101+0190 I I ! 8 CO GO t>. nr• }.... (Pp is. . fl..,. -AN P.,.,. r,-,1 Fr.=',, t...._ iew. imu • • mcoomgmn'AvAm —vgz 0 V, WC..erne, "TN IS SIDS MMMVmgH%R (O •/ am.,.oe S1N3W3A02dW1133215 o@ g e a G € i 3v321V 0 �� =%ManHaomn,;"'Xr,r�(1(.d NOI1Jf1211SNOJ3M 133211S 17106 q �a ue V1OS3NNIW'S1HJIJH�I?JVd;IVO 3O A110 'I l Q o U .e,�,H■■,,�,.,��.�...eH� In • • i i \ \ > < a \ 1 s ' = ow \ 1\ \ .s, K4, k $ k 8 <m — f — ' 1 I w 8 Ia hm I ; I H .. : a N i LLno " I \ gw 0 4444 z c -_- � C m 4444..73 z � . -s9 EBC�LW�.. 9486::. 1 e C - (a o s'nn \ \ C G U..1 00'setit,SRL `� 4 4 �m„e h`,,. , w �m J z o p w� �i 112::— g E ci_ •! 9 EBL $ : Z EBL • &. a w \ Q I. I Si Sli'• _ SZ E6L:: 8 ■ B > ■ \ Z N8 6E1L" s,os = I Qs,a \\ \ Q 6 11 _ 1 ■ 5,EBL 1 ®® • - —444_4..___ _4444.— \ 5 m1 °"'''''''''' I bBC 1 W V m•�N m ■-1 \ �^ BE 66(ce u"1 {�-� ■ 1 u' i \-i .-......o-i———_ - 7yw a{ � s��eg ibBL. H / J 0 1S-Hlr 1 1d ` w �n� Z i TCIeC 37AH p +44 4 4.._0-— _ 4444;-Ei\ 'a 6''8 Os'IL+Ctt Sln6 •. r w CC r 'Z' z 4444_.rnb — Il'bBL 5500 r„ \ I� -W79-7 „ d N£ , w z o D -_ i _— .3 11-IM a� l3 N n` \ \§z'a 6.1..1 A \ V 3 IIII bC E9C 8 N ma E1114[ 1 wz LL - 1 \\ \ Q % KCB,�A3 se'ic o •• O .,e, \ o OB 09+Zi 'S]A3 J . 1- S E£'09/ BEBL N � � \ LL say \ W . � UPPER � ENFIELD VN 8n + 9 W CL .\ . 1 n „, 11 NII IS HI9S 213ddl\\ PPE46TH CH T1N 1eb 9LL 3y8 I 9C ` 1 FCI 00'Ob+TT:DA1' 1 \ \ £ g Et ZLC o _ __-_ ___————__-_44_44— m.m — 0I. 3 lle`�*Ott 9M .m�01 o \\ \ \ 1 v ■ \ • 1. . I 1 • 1 1 I I t ---1 I 1 C O col r,1$ I N1 �mmwxwvme'aa,axou eo wolkeoz x amsm»mmmnm--nnu 0—, --3-- -%mTwi�tV•�::::,. .wmaTv.-,: -=,.•.a won•iNwa IE_ L L. w L. 1r L Y,.. 61140 Ev' 064 PIW, PO PS* WI PR OM- SOU 1111101-7, s 'u /_.,� z -.�v.N rc SIN3W3AONdW1133a1S o R ? ' 4 ' 6' i r.9cdw..Aisaz �°7E 3/921V a $ pa ue*� ouo,masMO H ' . NOI1Jf1M1SNOJ3 21 13 3 215 LU = s in € r tl 3X VIOS3NNI 4'SIHOI2H) Vd>IVO 3O AID a U r 1 8 g 1 Z 4 w \ ihn a o ` 18� �� z \ 1 We3G 3 - I a u m \ o > �tzw d - 8 � I 1` 2.2 / ft's. 1 ' morn �-`\;G.f r \ 1 --1- 1 68 EEC 3]33. .: tar I- • ..: g. .___1„___----- \36;36) ' \ \ 1 1 0006 ZO1 S.YG: . • \ \ \ hi \ V,1 \ 1 \ a1 1 S \ -Rwo \ 1 g.p 66644 s E. 1 \i \ s° \ §d., \ I . k'.-N vt 1: •i 9'094 \ g 1AYI4I \ 8 8 8 :6E 08 3]6B....I .. 5 . \(�i) \ \ \ ti 800{III 9]A9' \ \ ,\\ \ . i.:-7 I-— 'VW iil i' at 9'S4S _- ...- .n -- m.tx _ .� ' - ©YIYJV = _ kb'BL4 31A3 �' m w m —T s w 9 ( 0.1 1 +BO'00+ T.9Jh8 £'41[ 8 I (30+30) — HflII I m 1 1 . 1 TO 4.L� 1 s4 L 11-3 '.: t(1�) s I s ' 6 lrl 1 - • ! y-66'6LL 30A9 ! ...... r,i I 6Y4LL 8 I ' Z \ po'oo+u'sane :{ W o r'oec n= .c m.z _ mt N r m.o 0 N -- _ : I i Z ooze-3313 f _ r_IA9"-r) § W m s,//f/3n/ rs•¢eL • c9Ql)I a.0 00 x Lw� : si 1 Eta 1 `d L!7 1 LJ.J ^o S' ') ie! k_-.) !" } s: ,__ N — o-,a 1 96'49,a3ne • 1_i__ — -J ._ N 3nt�23113 M�M 49'5, I' 69L 7 k _ 7 W 5"684 �w m.m �� .n m.n z" 1 .--� x a �1 IC26L d� 1 R1.1 Fd m S �'_ _ � (30x30) N O W I ) 8T 964. . . E96 oo.09,1%sN3 . . (r1,) . 1 ,,,,,, 8 0.1-3 — i : I .: '. mF -� ( `d) - 8 i m m X . o 1 --- ---- WSJ :�W - :. 66'ioe- 8 DION 5 "s 4s I s'soe —---I----" -(e,xzi> 1 1 szm9 3]10 . Erin Cod LL ao OL r'. 1 1'�+r I ';,8:3113 Q'8 • R ''i 8ry. X09+66:. . ' 1 • ilk, § o I Cw iu gl i • ,•,.,,,, 8y 6958 3Jn9 m d •` t 3m ` -_ ' — 0'; ._ 84X18=31M 1 _. 83 1 „ -1" `z w t- - S+E4 SIi1tl 9'3T, I a wu w; -— §§ — I(ErCill) ——`__ :4 ( _ 9Z'LiB 8 1 39118 3101 1 an4 1 1 0i/s.Z4'SIM{ : I . s a 2 2-.L { mL mom 6w . N Q R L O :mziwwwcwro giEft xn nrnro.runRi `. fOu, .s, we rt avromai glva C1155.1.41.1S SIN3V,I3A0dWI 13381S Ce mac...1414nm /1.^,IV i'dr.V '''''''''" 3 V321%; ' i ■0 q ONOI Ma.dOiSiNHO..v... N01.1.01181SNO038 1332/1S V1.06 i N VIOS31.111.31‘.3.10 sn.-1.,mow. Ili ' i'i, U VIOS3NNIVI"S1H013H N21Vd NVO 10 All0 9 - o 2 o 8 S 9. 8 co" co Fe, , N N N .,„,,,.,,,..„.,- , . 1 -- - . . . ? -- -- -\,- ..._,,,,,-----=-------- ,,,,-- J--- ,-_----,--- .., _ ,., ! • . , _ ,_ . _. ";-., .. . . - - - • • • z, ......! _-- ir 7rii I' IT3 ° g I II o I= • . . . . • . . . . ) • • . . . . . . . • • .. . . ,,, • 4._ _. • _ , 00.11 — PI ...'..-1„,1 - --1 -mi . •, . . f . gg'SIIL $,, k-N 51 1.4 itE=.5'1 . W9tie:TJA3 • . . . lit _ _'_i 1 S. ' ' , , u o.0-7- I r___——— _ 8018L i k 1 I M I j — _L._ — * I Ws I I . I ES. — .':5-.$F?,..'' 41' . ..aLg 42. . , ,9,. N 3AV ]S011N3d ,_,•.1 `8. . . 5." ' .... 'E g . ,L t r ' - i IRCEL___._ ._—______...i.24 ,ii.._____. .... )1t L, Yfr ■. • 1,18,'MA' ',..,.,..,') : . ,....,6', —,., -i, — a*" co-Kt '*" i — ' • . . . , . .. .i.... i If. — -; ---———,.--"-t V-, (31100) 1 1 I- 74\ • -7 v@i-.) , . • . . .. . . . . • 5 EU.A.Ad 0 . I . ' 41, 09.,,,i a A P 1 i Z ' . L . :• , ' • LI . : ' UJ . . . I i W . . 11-oz 3tWO — ---— —1-j——-----.1 1 -z- F- • ou.."14'SYG ' ' '.. ..I . (I) I— •. • • •• I I I N. It)1•I • • •g34 .",,,, \.. . : : . .9.csa 8 SO9S I. ,H,' 'R . . . ,,.,, +F • •• . ' : •,,,,g,,,:$.;IF!. .41 .Ln . 1s . : : a. L.R;-51 . . .1 . . .. . , . •Ei., ,,,,],: . 1/ ,,,... 1 §qE6 I 1 N 3AV 213113d - r . . 8. _ °-_,_i L — g . . . .: 6 .._._....—I 1 .4 — 7'0.. e on.. ---... N ' .' am•agt;Dag . . ;.T, '''' ta . • ,..2 f....1 g. . .. . sY ...... • 00 OP..,.... r- a, : '72:;33 IA $' • woo L,Tif,.' . !i . • , a.Lt.''.' .. Coma)1 0 5 1-IcIPA 1 ‘ fe. .i.o.„,:J,A,. a k ' ' " 1 G■ 6 R 6 6 . . . 1)z+u'54m' .. ' . • • ; . -411 F . I t-—141 1 m 8 , 98'961 8 m L„ 1 vL4, ;....A :-.71 :=■''' ss,k , . ,Y' n . W= zve6 33Ag zveu . •00.0E+4:we . . .: s.Etot . $. , •6 r . . • 4,. . . • • u•gw.lim • . + ,T.,, ,,1 I '1 . _1 li i_ __ _ _ . . . . : • • . • - . . • . • • • . • . : : . . . . • : .. . . . 8 o co oo oo N r. h. h. STYE°NOLLOMOINI 3 V32IV i 3a4UelS ID r10...30..S 34140 smv1.1.onin .NION3 C13.33.1I10 V WV■IVH1 OW NO1101121.1.SNO038.1ANIS 2IA:1Z VIOS3NNIVg"S1HOIDH NelVd NVO JO A113 2 @ 2 g 2 - . vp1 s I . t 1 1 I I I— W co 0 c> Zr•- t() 2 I- LL! 11J I Ce I- L 11 r N. 1 - / \ .4 - .5 311N3AV 1J3113d r.'z'• '''., $ _ — 1-- V 4 ——— :: ;,t'■' A 6 L1J V""'' '' 11/1 i'lmil\ I f . . ■''' 1 > ..?.q 1,;4%1 0 Z r I g t g LLJ 1 U.1 i LLJ I 0_ •:1- S I N- c) N Lc) Iim I I I I 1 = 2 I- F- Ce I ce . co 0 0 ' 0 st Z in Z N. i— I I- N III LLJ co LU U-1 In -ce i-- v) 2 1 ,':r4 CC) ;.0 I I-- 0 CO 1 1 a ■2 T 1.0 to'r8; V oes g i; , I —-•-- F(''; ,n— I— 2„ - 311N3AV 113)13d 0_ Z / — 1 c43, FT- f- -.1,LI Ing LU I LLJ I F cs4 g,,2" 41 i i LLJ —J 1 7 LLI I I Lc) cc co _. A , , ._.„......,,.„....,...„..„.._ ,„ I , . . eilsswinod.MAIM �.x.o S11V13d NOIIJ3SM31NI o ht9i® 3V3YV 2 CO Dai.0 e4s pro,M..IS......... NOI1Jf1M1SNOJ3M 1332115 Y LOZ VIOS3NNIW'S1HJ13H)121Hd NVO 30 AlIO o ° ; o a U fI I CL O I I i z I r.°. e I I w c. Lc) 'fa $-' mld�g E9496 W 1 �: s cn I x \. / �$ I t— ,, m 2 � � � Nand 3S02lN3d 1— w m A mow II m : LLI F Z I I 'I ! ! F- W I 2 Q aCe W Z `" IL ce W M w N �n I Lip I=mo i In I i 1 I 1 ` li \ 1 1 , 1 1 1 1 1 1 1 1 1 1 = 1 , lL 1 1 1 0 1 \m 1 g 1 Z 8 F 0„ g ! W Ce 1 �� I J 1 g cn _ r Oa LL N AV 3S021N3d I ce I GF l ` F1 N - x , rm, o I II 121 UJ W f 1 P. =NTH I Fd Iz .0- O ~ u co M Ce co I 1V in •7r UJ I FC— 1 W _ ul 1 a_ I �I1 �co I L , 1 I I 1 7:77...L3...o,..m,,.�ME.>.7.-.a.,,vM.o,�v.,xo.,x, Tun—.°—«—v,-.v,--mav--- ..w.0-- Y"-,.. b•... 6.-. k... .. L.... is,... y,... 4 4...-. to,,,. Yi,_. k h•-:: S.--.. ='z-- !.-_, ^.--,, --,, ....W... ma us Su olce■1.../AN 8.8 F :1,1,55 NV WhisZ —0 S1IV1303N,g610v3S831N1 i I.,!. I o• - ck a al.0 e4s ID 0001 An a WOW..We+Irana NO11011211SNODM 133N1S 1810Z VIOS3NNIV4"S1H013H)121Vd NVO dO AllD § - Lt i 'i . 9i-c ifflii 1-- Li) z CO CO co (r) f Lc) 0 -. 0 . N- U) 1-- ..•;1..,,. 7,:,.e,R LLI rir6.-' r-41 LLI / v) 3f1N3AV SNINII3d \ F-1 1-- z ______ ,x— •---- — ____ < 88,90 = .-°: t7115.9vfr-' 4F,,,c46,,, I .1! 1 ,,' l' g PL99 LLI 1 F 1 :,...p,,,,,,, z LLI 0 < I- I z — ——— —— —I— _1 CL I _— -- .! --—I — --- i I , : I 1 r r.,- g,, * 1 1- 0 -.-8 =*-, I =,,‘ 7,-2-F. nil IZ t------------ ------------------ 0 i: •g a "---, H1.110N 3AV 013IJN3d \ \ ._ Z I- I ______ • ...,_ ,,, i ____• x ____ P, LLI LLJ .., .... ,_ v. e„ .II 01.I 140114 irickl. 2 g 3°.,.. izX : Ir I rIl i 05 46' al TVF, 0 t;,,o,la I— z :14, c,- ce r" 1I' W Z I l&-1 LLJ co z In 2 I N- co co LLJ tr) Ln - r•-. • Lo > Lr) Ln < 0 H _. -I ---I ---- L1J LI_ I F r Z I F I I I 1.1J i I 0_ F -■ I ! °°°°°°°=:81111:''°,41.°8,==== '''''''''`''''''''''''''''°"-a°T-2,====::1:Tru°■t°,1===rc 1 wer.1.1,...." gi,& oN an via pi ANW1-7173A .31V0 311N3AV 2131-133 no 1'•1.7; SNOI1D3S SSOND 3 YgOV $ ^- 1 0 ON 01.13.015...,...,.... NO11011211SNOD38 93211S 410Z 3 aw els C ----'""'""°:,==':' 2 @ 2 9 1 r< Ko...:=1=3Za.....:':,,, VIDS9NNIVNI'S.LHOI3H)12IVd NVO JO AID i I 8 I g 0 i - I 1 1 1 1 I 1 T - T _, _, E T I I 1 I + I 1 / I nt' T ,t T- . i ....9 ..9 - + -- - . I i 1 1 I I , .. 1 i 77 1714 - . '7' 781 ' 6 , , + rot 0 r. 11 ,2 V ..9., - 111 T. ill T I 1 I I I I 1 I I i I 1 I I I I I a 9Z' 1 ' -11'I ET It''' 1 f _ I 1 IRStl., 4 , „,, i.,- , ,., , , , , , 'r , , I , , , , I 2 A -. I' 'ill ' 2 I i :AI ,a1 1 9 LOC ' 0 L , 0 L I COL,/ 0 L i 1- I 8 f 1 g / R t 2 / 7 V / i i I i 1 I 1 1 ' 2 2 I ■ I 1 , / / i I I $ 1 I 1 I I / I I I 1 1 1 I ' 1 I I FFFFFFFF FF ,FFFFF r' F F F F F F F. F, F F. F k. F F F. '0 F F F 'F' 1 i 1 1 i 1 ' i ■ , 1 1 y T 1 1 \, e 1 II 1 1 1 89 , ')I '7' i o ...., 8 VOL i + 7 ZOL\• '+' ' b •L 080 001 a r, [ , I ! IV I 1 ill a i fii 1 I 1 '11[11 '.' Il ll 11 I I ill 1 1 1 I , 1 a su ---S 1 4 :‘, 1 I 1 1 IT 1 ISO . 1 1 1 r4 I i 2 i 2 li - #.1 1 [ 1 F., I 1 .41•1 I ,. = l 10/8 0/1 / 0/1 , . I 1 0 / 2 I ' , ,,, , , 1' I 2 / /9 ,,,, ■ ,,,.) I I 1 , I I 2 F F Fg.I F. F F F F F FFVFFFF. FF F 801 F F. F F. `F F: F R F F F. F rk' F F F. F F F 311N3AV 113113d 8 k 8 8 1 8 1 5 8 8 5 5 I,- 0.-- a-- ...-- ---- ,:r.7.,TZ --A no-"or>/j 3I1N3AV 213113d SNO1103S SS021D 3 V3i1V o _ .-.: ? . ,L- 6 6 ■1 c, aaitiei.s © NO1131121.1.SNO0321 J332112 4 LOZ VIOS3NNIVNI"S11-1013H NelVd NVO JO A110 0,1.'3tr,°", ',:;.." '" 2 - I 1 1 1 1 I I 1 1 1 F. F i I i I 1 I i I; / r7,-' ,' 7 0 1 '7 I i i I . /1 .. /1 ■ z, I 7 t 7 E A Fi!. 9 el, L T 1 I Iti / IJJI -9 11- 9. + i TI 1. 11 II II I I 17 ■I 1,1 I (I 1 ] t 06[1 If._ III OS 9at I 1 1 1 exeL" ri, ., 1 I 1 1 1 I II 1 1 I I I I I I 1 l I II I I I 2 2 I 12 - 2 II 11 ,: 1 1 1 06L . ' I Z. 9 L : ' LT oa / 0 LT 01 I / 1 1 1 il I I II I i I 2 2 2 I I 1 $ $ I 1 ' $ 1 1 1 I I 2 1 I 112 , 2 F FFF FF iFF ,FFFFFFPF FFFFFFF 'FF FFF F ,F ,FF' F 7 1 I ?I, 2'` I 1 1* J 'I . I 0, ,, 1 1, 1 '2 I i.L , i'l 2 I SOL ' 79 v 1 "i'' ■al i i ,c,i 9? 81! S BT I ' 4 1 7'''' 1 7 11 •:. I 1 7 , 1 ill J11 I I 7 111 1 , 1 111 ') :LC!'' g II E6 181 F Ill OP L81,) li_ 1 ' I C 121" = I 'Ni = {li 881 A I i 1 I 1 I 11[1 ■ 111 1 1 1 12 I I . JO 2 ill 1 12 ' I , L el I 681 Leo ■ 1 I:/ 011 :0 LT 0 LT I 1 ,9 ' Til ' 12 ¢ i I I I 2 I // '' / r9I I I I I I I f F T F 1 1 ' 1 1 I , 1 311NDAV 1:13113d ...-.4.01n... wit .w me,lrinlitm 3,0 i 6ggi w TV 3nN3AV i13113c1 SNOLLO3S SSOND g VW,/ 1 0 !P NOIlDfINISNO032113321.1.S t•IOZ §, aaimei.s ID „ Icogit6 -r 1 2 ........glIT,L=7.'== V.LOS3NNINJ'S1H02H;i2iVc1)1V0 (::)A110 2 - 5irW E 8 w F8882819M8 .`". 9 ?-188 fft S S3 St I E 3 . 13 % 2AP % 43 & r: EZTElkEV22 % % . 1 1 . .. SS ■1222Z- ,,, ARAP, SAV2VV : E a 5 s t.: X 3 9 8 $ W. R88598IXWMF '.1 . . ':.1 AANANNEEANNEEfAEN l ' I 1 °c: 1 •G > ' [ N1I 7 128 & 8 '48WNWK ..11,iff F & A .% 8 s a -- . `t, - — - -, . o . . . . 0 . . - - - . - . - ,..' 1 ,..- 58 V78 PS :-. V8P8 ,7 ,188 T 888888888888888888888 i _A 6L l i 8 8 8 88MXWS8gg884228g 1 f g $ I ,g I i ---- -- ------- ---------------- 1 I 1 1 1 I E . I , i I 1 1 1 E 1 ! 1 I y 1 I , 1 I I I lill/ I r , I 1 E06c1 'Y7 0 i OBI .7 11 5,4 ;1 2 il -7 II * 1 1 I I ,I I 11 II 'I 1 -3- I --. ‘7 I ,{ t it,,, 7., i I 43 fat e2 ill 09 06L r•-■ I 06L'' I I i 1 1 I I i l A .e. . 1 - 41 6,1 ElI F F 6161 661 - OT Oa .LI , , '''''' / g 2 , 1 1 i r ,g / R f' ' g gl g / II . / I I I / r/I / 1 ■ 1 I$ / 1 / 1? r F. , F r, F , ' 1 I ' ' /1 1 I ' , g ' g I i ' , g , 1 I R il 1 § 2,',!'' .'• EREE EIREEEEEEFEE REEEEREPEEE REFEEE EE. EE 311NDAV 21D113d a raw otat-n.storAt a-vgay,«2■6010M1 HMOS 166Ia141 W. I t r I I I' t , I I F 1 , I' I. ---1 Al ----3 '-i. ----i -----4 ---- --1 'II F,T,I.:"...=-='-^;.:FII="7.:ig.',`—'''''''''''',.'"• PENROSE AVENUE g g g it g g g g , g g g g g g g ggggggggg g g g ,., g. g g g g , 1 i 1 1 A[ 1 I 6.' ■ I i 1 A . , ' . I 1 I 2 1 1-gz , A A -lg. I= ' I*-188 ' ' ' "I ' - '' -t80 1 - A I 1' '11; N', I 1 1 I d — , ,,,781. I I ■:.: 782 3 ..., 1' ": 81.67 I _ ,1 I III I IL: , 17.9 I '1- 78.6 * 782.7 CI * --, , t 783.0 * 'I L783. I o I I I ) 1 1 I 1 i i 1 1 ■ 1 , ' , 1 k i I 1 j 1 1 I . 8 ii 1 1 1 1 A A g A A gggg gggAgggg g cg g 6.I 1 6' g 6I A . g g g g A I I rl A ' , A ' I 1 I 6 A' I 1 1 I I 1 I A , A } I , I -1,0 -3.0 ,., • , '' 48.0 O' 78.7 ' 781.8 ' :6. IP,, .,. ' re; ' .,,,, , `i- ' L 11 • , 782. 783 -g , i I ■-, 1, I . „.7.,. • — I 1 1 — — 1 I -lk, ° 4,7-: ' , ' ° iC • , 18.0 18.0 1.0 1788.;1 ', 783' 781 5 4- . J 7..2 I I , , I 1 I, lt, — '' — ' I tO' 1 I' I- '6. 6, i' kiie' iT■ ig ,„ . ag ' ' gg -6j --t4 --t' ii ii, 1,, g ii1 g CITY OF OAK PARK HEIGHTS,MINNESOTA 25512°7114):'177:::= Stantec 2014 STREET RECONSTRUCTION )1 _ ' AREA E-CROSS SECTIONS 1 1 i ,.c,,,,,,.,.. th:goe—ou;47--- r",;7:417 PENROSE AVENUE PENROSE AVENUE w A � m m m � � m m m m I i ° a m ° � m m m P m m t I__ I I 1_ I o 1 A‘ g 1 ' W g . W 1 ° ° ° ''Y ° -18.._. 0 .i ;IBO• o. .. .I ;18.0.. 0 I'' 1 8.0 i; ._- IF 1.0 ...-.. ]83.• 25 ]825 ]8i8 ]elB IF, 0 0 IF, 1 ° 1 I 1 E']83 III -..... ..f.. F�]B29 I _ ']82.9 I ,+ x]82.9 I' E�= ]ez.iz g iez.il i ° ]s1.A@ II [ ;781.47 g'11 >s3.] E I I I 1 I � I i C 1 + + II C.1 h1 0 � 0 I 0 Ir, 1 18. 1 18.0 18.0 180 1.0 N 1, I! ]8.] 1 4 1 .© u .]830 + 825 + 7822 , 0 ° 1 ° i + ;I i 1 2- I< + 1 + 1 o o I 1 I + 1 ° ° g il g g g g g a g g g g P m g g w g N g g m g g m ° ti . g g g y m ° N 1 „. g g g g m g g g „ g g y m g g g g g g g g g g g g g a m g g g g g g g g m g g g g I I N ° ° ° ° I I j g g g I g I I 1 1 I I t 1 I I I 0 18.x. I 08.0 N 180 �' t'-18.1 -18.0_. O I IIP f I 11; 0 1r' I . It1 1 I1 1 F'lB1. m` '17406 1 'O r']80 0 I I 0 •x]]9.9 1 r'777/71 1 ]80,1 'TI9.A8 I $ ]I8.91 •]]B.fiS + III ) ,II + LJ o 0 0 y f r 18.. 18.0', 180 180 '., 18.0 it' 781 ..-.. c -- , 780.. g.,- i 780.0 It 779.] N \m6 1 I I I I I 1 E. ss . ° g ° ti g m m g g y g g' g g g .1 > g y g g g g g . a y m g g g g g y a a m g g g g a i ® ® CITY OF OAK PARK HEIGHTS,MINNESOTA „„o." � a„', ,. C3 Stantec .1 _ B 2014 STREET RECONSTRUCTION ^'+rte 8 AREA E-CROSS SECTIONS L/�•�.(� �( Xi 1 ° PENROSE AVENUE '- -% M� @ 3 � ? R a 3.011Ns s0 3A V3:10 0i1N33 vd ; sN0 3mv 3ei.uei.s © NO11011211SNOD321 03211S 1,1.0Z § V.LOS3NNIVsi"S.I.H013H NelVd WO JO AID I 1 '72 , . 1 1 ■ ' 1 I ‘I , 1\ I '.." I ,.1 7 ,E81 0 I 4 0 L 0 81 08• 1 IV I' , 1 , -1 ,. I c0981i • .:'• ■ ' , i 1 I i I I 1 r•-1 I •ri I a' 1 11 i , I I I 1 I 4 ■ii ;.I 2 .RC' 8'191 t 8I . 2 T 091- , , 10 810 ', 2 I I 11 1 1 g 1 I 11 1 I I I iji ig P, ,•-■ 2 1 1 1$ ? $ $ 1 1 I 1 {1 r 1 112 2 F, 2 1 I 1 I 1 LT. "42 g I I 1 + • • I \ 1 ct t I i cu t ir7' 001 1 . 1084 11 49 9 81 1 ', 611 618 ■, 1 A I ill 1.-' 'Ill 9 Id ° I Til 4 I i L 28 ,Ill I 1 I I I i 1 -i 1 1,I am IT I ZO 08, ! 08L 1 1 Ito 1 1 1 .,-.• I 4,, Z =.. I IL I o till 1'-' iill ill di 1 1 0 z 1, 0081 1181• •I , 08 i - 081 0 81 1 o, et ‘ 2 I I I I , I I I ■ 1 i 1 I 2 I o 1 . I I I F, i F 2 I 1 i $ I ; II 2 R ., II ■E 311N3AV 3S01:IN2d L._ V.. li— IL IL it, _ i.. iik,, 0.,- _ 11 3f1N3AV 3S021N3d ,,,,m,,,, SN01.133S SSOSD-3 V32IV 4444 no",,,A.A.,•••/j N011011211SNODaS 31-1S Yt04,,te 3a4uei.s ID . -''''',"°;iitir%"7:Eli" , ' , " , '''''' ' <,',,i,,'- **.7.-r',!:^•'el--'*,..74;,*(;1';',:'.'f';:**'5",',Ci:,:'-`',''':''''':."le',"' 1 — '''''''' '1'11'111'''''''''''''"-'1'• ''''',4 0,,..,,„.,,..... ,-,;-','',2''''1.,,5'''.c.:',,•'.,•-,..,,,-r,',.:,.'':5*,-v:;.,-,4-,,„ ;.1;,%:;-4,,,,°`,...,;,:,:t:::...,,'..,-,'.'. - • , '' ..' '' - ' '''''''''-'`''':"1"1::;:i*:;:'''..4Ftgr?:1",'-ii, .2',i''..'.?I''.,;1'-$7',.,, , 1 1 ,.., ..,,.... .,,.: : ,, ,,.',,, ,. ,,, ,.,,,„.,,,,, ,,...,,,,o-,,7fi':'ttit;.;4;%4p,tit.'-.':.,,, ,4',.:,..:',.,,:,:;,......,:,:,;,..=:.'.:;.,_::::: ::',..,: -.:. , , • ,,. t-iff- ', '' ' '.''...:,'"','"'","•,.'•:":',,,j",':,,',7,',,1•11';',',"'IJ _.' , i, I I1 , 1 ;1'' i 11; 1111 11111111 , 1, 1_ 1 ' ; 1 I. '—;--11 1-0681 681 b 181 * I II 7' 9 IL . Cr'T 2 + OBI. I, iii 2 1 1 y 11 * 1 i I _ : Ill 1 t,,,, 1 1 „ + , 1 . li 1 8 1 I 6191 , s,::,4,,, _I , t, , 0__.„ ,,, ,, 1 6111 2, , 1 , , o " ,,, AI 'II I-1 0 , . .,,,,, 090 ,10- 9911 0.t- 1.__ _:___ • „,,-,- , -9 . ■ 1 111 1 I . 1 • , ,. ,--- 1 : 1 • ) — r'?' 1 11111, I.'. ...*■''',....tk4'''('':''''''15 __I-: ;.,11 Ili! -.-”' . .111,.,,,,,„. ,,...,-,,„,,,,,,,!..,„,,:v•$,,..,,,....-,..-,., -.! ,.. • , ,,,,..„ ,.,. , v,......i„.„..„.. -w,-,-..7.1„..e.v?e,-,,,,,;.-:.r.,,•!„- - ,---„.„ , .., -• .,....,.,,...„r ---.,..,....,..,,,i,,-,,-.,„,,,,,-„,..,,,,„„1„.:„,-,...,.,0,•„,,,•...,.i,,,,,,I;;,„:,..„,,,...4.,,,,„4,,•:.,.„ ...:....... ,..•••.••••,-, . , '7,i4,-,;',4:1;,7,:ittiti.z.14w.',.r.*t70,,f,,,,,,,,, -y,..,.,-?!.-,,,,,,,,,,,,,,;,,-.N.,,,'.--,:,-,,,-. .,• - - - , •,- . .. , '... , .... : , , . . , . .,..„.„„,,.„:„...,;,,..t„,,;,.--,--.,•.,-„,-:,.,,,,,..t,.•,,,,,,,,,..,;,,,.,.-2,1,-,-,:y,„,„&„,4„,,,,,,,-„,...,„,„, ,,,,‘,..,„,,,•,,,.,,,,-,:,‘,..,,,,.,,..:- -;•:,,•••.,,,,,,,....:,,,-...,0,1.•„:„.,i,,,,,,-.i.,,,,,,,,--,...,,,..-,4„.„.„,,,,..„•,..„4,..-•,..„.„4.„-,,......;„.-ii,„,-„,-,.,4„,....,,.‘„, ,....,4„,.,..--,...,;. .- . , , :--„. -`,,,'„‘"I';',:vi:"-`-',;,;,:-A-;',-i,-.;''''; "=;•.:;""';;41.4.-: ,'-'''--14".^°!=1'!'="'-'''„''''';',-'",1,'''',.-,..'`-='!=.=7,1:74,-",";",-=k="'"-,'''''''1--g'' ,",„..:ti'-'4,,,,1, ,,,,,,,,,,,,I.',"-,,,o-4.„-`;',,,'!,,I'?,, ;'4,-;""'"T"''','-'1:' ;, ';'.1.,,,„,,,';''''';,iiti:-,,Vt-Ilf''' s.1''',:'...";-'1:';';- l --1 il- 1 1 i 1 I 1 71 —4 --'- , 0 , . .. , , - .1 , 2' I + 2 9 . I , , 0 .7. ,,, 1681 1 08r Z Eel I. + 0.8T • . 2 0 gt •. 4 2 ■ )It 2 , * I I I it ' 1F:"''' ^ I 8 1'z'1z: I I II: ill .9 i 1 ■ 9, , , .. ,,, , 2 EBL - . 2 1:1 578/ .8,- I . 081- 1 . 2 B'IBI - 0.13I" 4. • o i 1 , 2 k ' I ' ° 2;. , 2 ° $ ' $ 2 $ ' $ ''''' ' 311N3AV 3S011N]d -- L. 0., L ' '''' t t„,„ t_ ii., 1,. L =0=4 --4,e no^sat.,"''''''" 31IN3AV 35021N3d SNO11033 SSO3 3 V3MV eli' ti ce P 1 8 0,101 MONdau.o.NN N. NO11011NISNOD3e1 23211S 4 I.OZ § N Dai.uei.s © , 909i- ,.......=::.,r„--,,o,,;,,,o,:r.,L=7. V.LOONNINI"S1H013H VIVA VIVO AO All0 ,,, ?. lAiti ° I ' s ;. SSVglARM932asts * RR mw I II 1 3 i 1 9.a' 1 g .pvnat, gRiR * 881,. 1,181, K93QC88 og `ieg +; :,,i77A :ilEEEEE ,... ffill. 't: "F,' Er.g. i A A I V ' sRoss, nysssa6sessarEcxwes8 Iritl A ; r! ;:' T ; ; ; ; F. i T- I ..1, 8 8gIRR888S6888888t8SK888M 1 Al 'a ISn 'Ar 28g MF, ,, NR ,' Z AilX ° ■,481 g X S 93 ... N :. 93 ::: 8, A77WblaC93P4P184-' a83 Z8 08: : i i ■ $ 1 2 1 I h 1 AAAArr 1 f j r I 1 i ¢ , R I "' I + I 1 8 1 itIl i I ' I 80.4,0,4 ,, ' I ° I t P I o , o t9-LL -, CSUI b at\ '''' 08"1 081 1 001 / 08. • :: III F: II I 7 I + I . I I I III i I I I f I I I I I I — I -f I IlLLI 1,., 'i °981111:' S ' zi su S-11' I gd. t I I 1 I I I 1 I I I I Z84L 5815 5851 9811 OIL OBI I 0 081 I .81 I ! ''' 1 " I 9 I I I I 1 I I I 1 , I I I ) i lo I 8 8 1 H 1 '9 I $ $ q q $ , 1 i , 3f1N3AV 3S0?iN3d 77-7-11---;;NFINti-ggiffig „ , L 0 , I , 0. . . 0 , , „ .. .._ t7 MVrocea no +uvM++-$r-- N IS H199213ddf103AV G1313N3d o $ Q �'� SNOLL03S 550217'3 V321V �a V p1 Nouana1SNOD3a 133a1S 'iOa C *S a=�= VlOS3NNIW"SIHOI3H)IelVd)1Y0 3O AllD o ° a m 0 m m m F. F F. m 1 ' F m a { ..�.. 1 __- i. � I 1 , _T M t m 1 8'+81 * j 5 1 1 091__. * C'91 0 IT IT ! CI {_.__ Jro I 11 t __._ f� BeZeL x I y, S 1 I�� * I�n lit 2'EBC L I lip o { `o I +... o L t .*LI set 01 N 1 1 I y 1 1 '1 Ii (rl 1 it I 1 7 1 I F ; 1 0 I > F. F F F. F F . E . F. F . F. F F. F '0 . F F. F F. F F r. F F.I a m m � m R w l I,7 1 I7 l + I 1 I I i g __ ig _._. __. ..__ 11 .... ._..$ 1 m 1 to +\ I i Q o M i\ __ . + I I * Ia I 1 i. - F T'. r . s EC 17 o '1 0 o iN o 1 � o ' o I I T. TT, it ry iw I i A ro = II �ieLr{� 8 'i �e g l l JI €I? „ ' _..I.. 9 eL L ___ \ Cr'L l l .1 ._III 1 -1_ ... N ...„ 0 ■ I F ; I 111 _. I _.� . .. '... m ,I. 1 m I IIr $ I I$ $ ' { $ ii 11 � I I , F F . IS . F . . F. . F. F. .. . F F. F . F. F F 1 . . F . F F F. Hl?iON 133131S H19S 2i3ddfl V 3f1N3AV a13IdN3d . , ■ w."0.4.51.0". rour 0« re,,e.sa, awe mEr.174 N IS H195 83cidg V NAY CrONNgd 38011033 SSOND 3 V38V $ ' ! ? " 4Mg1 1 1 J © -MIANd0.151.0 '..,,,,,,MI, NO11011NISNO0321 133211S 41.0Z a4u els , N N 9 I VIOS3NNIVN"S.I.H011-1)123\id 4VO JO AID 1 2 _ ilihg 38688888W % s 8 S. 8 8 St 4 g g 6 a 3 8488888 - 68g V38888888888 gictRi4P14 $ g8gg s 8 8 8 8 8 8 8 8 8 8 8 I 1 1 I IF, I I 1 r 1 1 1 , I / I It Z111 j ■Egz / ' 5' L 0 , 10(1.! LI I. 1 I 1 1 1 1 1 1111 IL'I'' ^ '1 9E1 ' LII: SZ4 .Set .LI ■I R li i I T $ 1 1 S 2 2 I I I I r I ■ HAON 1.93111S H19S 113ddil V 311N3AV 0313IdN3d -.... — .., e es rar.'oe x - p-%--no--Phe,y ,.,„ H1NON 311N3Atl SN1�713d o g p ref! MxbwArsuc F /a3f a� SNOI1 JSSSO2IJ-3V3L'V �a�U��S ® m NOU�naisN0�3a 13aaisvioz I a t/lOS3NNIW'S1HJ13H NelVd VIVO 30 A110 ® ` z _ ls` g !q x F s a F. s F ^ x ^ F. F F. x F s x V F. F. F. a F. s F F. F a ^ a x ^ F F. F. F. F s _ E I � tt 1 $ r $ II 1 - I - ! I I I I r I I I' I m ! m to I o I I I a- I 1 I I a ■ I 8 _-_. o.; _R _ _ ° ._. i. -_. R a�__ t 61 / _ 8'561 6'96G ,,1'961 I E I + CST L SS C'SI (III •t 'i it i I� I — III - i I bE 561. ^ — 1B set 8 I [i56L ^ 62'961 i.^. II SSbL;�v n c> c .c�, 05561 c3 it «!! i L'S6L - I'161 151 151 451 "L1 L SI I Ls[" I L,'St- 'S1- I f. I I 1 f - I 'lit i. -m I I I I �Ir / I I II 7. F F F PMT xNF. F F. 7. I I M1 r ^ B e S Y ^' �°, F a R. � I S ^ 1 11 � I 1'I I 1 0 1 IS I Ili lilII t I 1 II { $ f I / / J 1$ I1I � 1 11$ I I $ 1 iII ` i I m o i � Ilo il a III .j , 1 1 1 —L I I1 '� 1 ; i + > I 96 i I 1 I C6L I I. f.. lo+ -__i'BbLI i 1 -_I± _- Q --. + I [151 . I KS1 I 151 I b CST I ii 0 i� I o _.I o Al .. 1 -r I it LbGi 8 { 1 + ' ° I I I � !I it _ s '°t _t , 1 1 l E'8.'' , �I� 59169, n __ ��, 11 11 o l I 1 1 �1 :-.1 Ill fill I 11 s I � �1 a.. I -i I , �� 1 dl! _ I 1 L� I LK , 9 61 ry I r Pt oN 1.-i 5t I I ._-.. I ;II"1 ...-. ! II...I- --.);"' j -._-� L II 2{, } ` r I --.-- I j �I 1 ` II I'I 1 __1 I_ I Io I I I f C I I I I I I 1 I T { $ ' I ` I ills II IR II I • 1IIIII i F FFFFFF F F. F. snp � I I I H12i0N 3f1N3AV SNIM1213d ss.c,—,. ,..... .0,,, on.311 ta sss suronsteas s.vs, s.1..1 IS .„......evje vu_pt/1 ,„,0$ 1-11210N 3111,13AV SNIAN3d SNOLLOAS SS020 3 Vv I C 304U ei.s 4)1 SNO1 mstias.0151,.ssswss sss., ■305.333 4333.13.3 i 0 ShWt.aKr,n NOLDIRLISNOD321 93211S 17 la £1 ,,,c0.....===Talat r., VIOS3NNIIN'S1H913H NelVd VIVO ID rj ' ini (i U 303,1a tiONDIV.33.15 NV,SIM.1V1i1.1430 0333.11 a a ET- 8r 26 . V ,I, 3 Ig 3 8P :4 :1888888 :P2 A >-I5g ,... a883486Z8 .,• 7113 .! M87.. 88882, 81 ,,, 8888888888888 1 I 1 T 1 , / I I ''-. , I 1 I R i „.,' I . s i* I 91* I 1 L LST LSI , 1 il -'4 I 1 II .,71 1 II 1 `i 1Z- 8 , 1,t., 1 14,L 0 =_, I I — I 1 i I 1 AI 2 !I 9 i il 2 6151 I 1551 St, 1 LSI 1 1 /," / I l rT, 1 , 1 1 I I I I I I "r, I ff, r 1 ; ,' 1 1 ' ■ . 1 i ? 1 I 11 ' i 1 , 1 1 2 1 I I g.` ,2 „ „ „ , & V, & & & ..& P-. • IrkI r7 ,c,i ,f. FRFF r'.! HiliON JIIN3AV SNIN113d 3,3■M OW.IICee.613,311,3k4111 MIMEO asossornatossens s '":742724::14fiTietifiDgfaig ....,.o.RA•Ial :Lassi manna MY rad¢ �/ am.M,s 33NSNVW11IH ' i a Y I ce SNOI103S S5O210-3 V321V 3e;ue;s I® b n■ n,=ty,. ,u., ,tl Nou�na>sNO�3a�aa>svioa €� bIOS3NNIW"S1HO13H)I2JVd)P,'O 3O 1.110 = ° I i s g 0 $ 8 5 e g 8 8 See ' y 8 5 $ 8 0 1 V 8 e 8 8 g® 6 e 5 8 8 g o 8 e T I 1_ I 1 1 m ° 1 a2 I �_d Io g S`L. I 6' C LSI 1 1 11 o ; li 1 Ill45 9bL c I I !1 ° I o t1 C '986• 1 51• 1 L'SS j ■ II 1 1 1 g I I i I 1JJ' IJ S NVNT1IH --........—......................,.......,............,........«..............................., 18 3 § FHI4°NE381S H149 !g C SNOLID3S 000803v3av O . 03 NO1011SNOD31381S 410Z 81eS D 1 2 2 2 ir' 5ig - c V1OS3NNIN4"S.LHOI2H)121Vd VIVO ,C:)AID • , I I j It 1 f t' ' , -, ''' '.' I f 1 -I :11 1 H 4 \: ' q • I, ' 4 , - • 11-- ' --- - TI co/11 , . t1saz -1 1 1 I-1"1- 956L '' -1, (06/ ' '514. ' ' 9i08'I ' ' '71..' trgI ... 1 ' ' 181 ' 018' 0" ' ka.9' 1 TO F. 1 i III r I '' ' — 71 '';' ' ' ' 7 ' , li i + ' il I 1 1 I 1 1 1 —8 „1 . 1,1 , ,...,o,i, E:ft-- I, 8.9t:'''' , I I , 1 1 I , ■ 1 lil, I ' ' : 1 .4 ..., . , . ,,..1 Is , cr.T- ,,,, ...1/- , '41', , . 9c;11/-1, _ , 1 7°,8- /' ' , <I 8 ' 11 / Eil a g I ',/ 1 I I 1 I 1 1 1 I 1 I EEFFEERE ' r. EEFEEER .E. r EE Eg § F ''' .T.. E. E. EEE :08 § E. E. E. E EIEEEEPEE 12 Z.' E E E E E E E E E. EZEEEEE E E Z : .1: :01 11.1' : 0E E E E E 1.: : .7, I . ' ■ r + -.- V , , 0 1 1* I , W1gH i I 9.01 r 1 1 11 , 9918 7 ■ . 081 E'LIII I ' 7 " H 1 i 0131 , '7 "1 I I 1 1 1 1 1?, . . '.31 ,F, ' , , -7 1 1 , I _I 1 • [ t 1 ,t 1 : If tl, 18,11,,, ( , , 7,-, W '1 66we -0,,7' 11: 01518 6008 'i Ill ' ''''S I' - ' 4:0O11: , I ! J „. : 1 1 LIN ' 101018- / 011/- o / ,'el- / / / 1,9 ' '0121! . ; a; , ' F,' --., • , I 1 li 1 , , .. , 1 1 1 , , I 1 1 1 1 I HJ_IION .133111S H19S I . 1 ? i ....T... O HMON 133211S HAS i 8NC/1E03888On 3Y38rd 1 1 DellielS © .01 M.1.1.15.0....N. N01.1.011NISNOD3N 13381S t,1.06 § «,,,,,—,4:27=';71,21=Z: V10S3NNIV■I'S1H013H V1Vd NVO d0 1110 2 ; 2 ] I 1 / 1 , 1 I ,I T w . 1 T. i , , i ''' '" 1 1 I i 1\ 1 1 1 R R 009 0* 001 k `,7 4 + 081 081 • it I 11.1 1 ID 2 II „T., II !„ ) + 1 , , l il CO 800 T. , 1 64,6, II I I a ow 8 1 1 I !i I ZOO i Il 1 i — 1 1 ___ 1 1 — 1 s , 1 DOW g I I 8 084' 0I8L I I 1 I' 1 _ , li i 1 , 1 , o , 1 0 1 I III '2' III - lill " 'IA Is' 9611 081 081 0001 6 084 081 081- i , 81 1 2 'I g I I I I I 1 I 1 I rn I 8 i 8 r I cr Ii r9r I I I 1 I 1 I i I I i I II i 1 ■ i t R El 2 HitION 13311IS HISS _...,,,,,,............_,..... — ..____ _............... .... __________ _ _ 8 8 b, .r.,7474 ----Ae SNO11031$808D 8 5. g 38V - /7 304U en © WI M.401501.....I NO11011211SNO3 32113381S PLO V1OS3NNINI"S1HOI3H)121\sed NVO JO AID § , s 50gWr6 at„gt,,S,,g I588ARE A VM 038 8 A P R ..`,.. A A A A 'i ° Fib. P, ' 1-i .Ina'• EriiEEEEE g .-!• ! ! 2 2 2 2 2 2 2 2 2 .2 2 2 2, 2 2 2 2 2' 2 ! 28 2 2 2 2 2, 2 8 8 2 2 2 • 82 6 8888828888888888882 g !.` 211 : 11111 : '; 11 ,! 'illl' F '0 irg F if, 7r.' 'i■' F. F F inf,' F F F F 'F' F F F F r, F 4 F F F F F F F F F F F F. rn. F F r r 1 .19 I 1 lit/ I 1 + ji ? 1 ;Y • •n • , i Y 1 g 1 Ak 17, ,1 ..'. ,T, i + I , 902 I. 1+1. 011 0-1 01A 01 7 1 . 013 1■ /.11 j ''1' 1 1 /II 2 1 , ii 1,° 1 el 1 . 1 . rsll 'HL 1 08L ,0 . 5•LL 1311-„, , '318- i , , .11 4 1 1, 011 , o 0 DT- 1T1 1 1 , 1 1 '1 / 1 ' . i ,h I , 1 , III &-, ' 01; 1 ; I . ,, I \ 1 ' i , 1 ■ i 1 , ■ ' ■ i I 1 , HIIION 133111S HISS -- - a, c sssewtceu X20.,o.[.`.b 3f H121ON 1332115 H1LS o g s p - € F g M N—.SSIZ tea_T,( m'¢vr+ms ® uoeaeaouu aosas xv,�a sNUbi A U.s raw i SNOLL03S SSOaO-3 V321 S , s h DOW e�s '"'., NOUJna1SN003a 1332115 41.0Z g i a b1OS3NNIV 'SIHOI3H N21Vd>IVO JO AID g i € i 0,, F N + i 1 r ' I ' ' HHI1HL + I 0'8 I 0'e[ - 0'' I 0"T I I 1 I . 1 it o !i �I ° I ZBZ I,IIi z,I 0 BBL I j f 1 1I- I.--_lo ISI , _° -- II,.__ _2 - _ 1 _.-.�.AI i i ^ I b ; I L'084 0 ' 0 C .0 'r _-- 108 _._ - -�°n 05i� „ I 0 i I I J I I$ q _ . _ 1 _ l I 1 11 I, 1 „ I 11 F 11 i / I s .( . . _s I ° + I 1 . a ' 1 ° o/ 1 6661 '.+ -... :-. °n 0'81 8'861 71 it s 6� L 6"1 7;' B': 9' ,, ii 6'661 p'Bt 1 ,n f - R '._08T f. 1 I & ° N I-11/10N 133211S H1LS . .. ■!, E iy HMON 133313 1-11ZS SNO11033 SSONO 3 V321Y ' I g•0 3ei.0 ei.s © NO11011NISNOMN 13381S t r'' 03.13.4:27311",:■=g.OV4Z:32:::rt VIOONNItAl"SIHOIDH NelVd NVO AO A.1.10 ,, 2 _ Hlig, U 82 * ,3R103113 * 8 3333033 688 : 88A013: 8888 : : : 8: 3 1 2 ! ! '! '' ! ! F' ! ! ! .!. ! ! ! ! 1' x ..,. 8 : 8888888888 .! : 8 : 58 : 88 : 33288888 E : : : : : : : : : : : : : : : H 1 If 1 3 ■■•■ I 1 I I 1 1 ■ 1 <t i I i I 1 t 1 1 1 1 Cgi ' 7 081 ' 108 t 17 08 08 . 1 .= I T 111 o d - IT i I i 1 1 i I i I 74;. i II o z Z91 - I I f I 6LL II I 9 ilt' II I TBZI'' _ I - I I I I I I I I 1 I I I tit 2 i 2 9081 9081 908 0 1 I I 8 131 0 1 0 331 8 °I ■ I ' I I I I I I I I I I . I 1H I I ' H ' 1 I / i 1 / i I ? ■ 1 1 1 I I q I I 1 I 2 6: t I I I 12 I I I I 1 H_L1JON 1.331:11S NILS :",... .n ria'ri uvnx 5 : rope a 3x"-- H1210N 1332115 NILS v4 ' M'E'`OM'�' SNOIIO3S SSO8D-3 V321V > 7 �� ® a, �ndyxou�� 3N N0110f1211SNOJ3M133211561OL p 4 7a ue blOS3NNIW'S1HOI3H JI2Ibd N d0 AO AID o ° t& U a s s 8 s s s s s 8 8 s a g P 8 3 8 8 8 6 8 8 8 8 8 8 8 8 N A 1.2' A _ o e e e e .. s s a s s 8 a s a 8 a so s m g 8 8 8 8 8 8 8 8 a 8 8 8 8 8 8 0 6 G i 5®® 8 8 8 8 8 8 8 8 8 8 8 $ „ $ ry 8 @ 8 8 8 8 8 8 8 8 8 8 8 8 W 4 8 m 2. laassas sass esRg44 6 8 8 8 2 8 8 8 8 8 8 8 8 8 8 M S B m B A 8 8 8 M : m 8 m 8 m m 0 0 a F F m m F m F.= m m m C 1 I ,=, I I III 1 tg 1 11 1 I g g 1 ,1 1 1 1 1 ± a i 0 0 0 1 L.. I N L 'L 1 n 1 5.. 1 1 I. __ I° <181 __. .__. 0 .._. _.._.+ 081 0'81 '81 P , I 1 1 0 1 - 'f1 R. I 1 I _ I.0 I it 1I1 1 °m I -so sec., s¢c8c” 8 I CYYBL m 98 98[ '" s8L 11 o m 11 I III 1 I 2 992 S'L8L alai■ Z'L9L { 0•' 610 1 N 0'81 ry R81.I1 I Io 881.1 ° 108 1 N I,I , I I a ' I ■ 1 I R 1 1 i 1 0 1 1 I I 1 ■ 12 � i I 1 N � ■1 I I HDAON 133111S H1LS M ys's,By= /?.^1,.�+yfH,.y,ss3 H1NON 13 3 2115-I19S a @• i F ce ® ,.oa..o+an:,,a.s�+.,.n—ws�,, ,a^,.s.,.1 SNOLLJ3S SS021O-3 V3ilV ° a 2 pp �a�ue�s NOU0na1SNOD3a 133a1S 4102 b'lOSJNNIW'S1HOI3H�I?JHd NvO 30 A1ID a s $ a i U 4 p 8 a a a e r „ 3 _ $ eep33 S N 5 8 R B . B! a F. N m t i ! 8 v o s o S 5 8 m $ $ a g 8 5 8 2 8 B R R 8 T. 8 A 10 Y 5 8 8 8 A 8 A 8 8 8 S m S r. F F m A m ° P e ^ F F 1 il I + I Y T 1 1 m al 1 1iI i; 1 . Z'[CL 1 . °n J b9C_.II _.1 I° . ;. J ..__. n .. E:i:,. / _I._._n PB[ L Z t t .. 1 0 I 0'BF 0 1 11 ° ^1 � f 1 Io t l o I ('J s_ed s -I j i i I _ 1_ j o C III I L 1 I I % 1 / 1 1 ,m 1 8 ° -1 � � a 1 _j I 1 � 1i11 1 1 11111 8 1 11 H12JON 193111S I-1199 = j —va SlIYna G8voNvls s p c 3SVHd ° , $O Ix �a�ue�s ® tl3 �3xi NOUDna1SN00321JAN sV106 2 g `_ blOSJNNIW'SIHOI2H J121b d VIVO JO 1110 € s g o U , j 9 rl,m,, m z 8 E „° 1 ;1 -_ a alma _ LO.P _ 2€� myyy j':q Py qQ 1 € 21 m SEA i 8 E=a i 3�i3 il. �$z M. V W €0F1i x co° WO Sad I tih <o ;°F G� x E ..- I TTT»i a tn€ a °g�ende 1777111. 6 o glfe9 0 Q u a 0 Mg 0 ii la 6 we �� 64 g' h 1 92 q ail-.a ,Q r ��< o� T ¢a C gQ I :,, a ��sII O� ? �? ! �L _ in za. o8 0 gS;,S t �< ff8g gg yg lI lI d I t o a ss a x sw : '� .00 i 8 s r of G € 1 N o� x /� /J &m° Lz TT 0 IP ': z i; 't; p -- N I g iir !I Co C�� o� . �,0 Li CI o = o ; g . -- §, Pi __J 0 0 E.i B ePi .W 8 43 a ` _ S° Pa' Pal s'= E. I`- -- wz : LLa m.3 1 �n --_ ,9 g. g 2 ==i PE' 1 24 4. II—— i S i C III iilI 0 IIi - S£ Q l £ � Y u 11 . : ai t£ y 1 11* \\ J 1 g8 a g 4� y.� hi� w O il :9 gds , �R °sod 830a02445106C6 s,., mnAm.Eelsta �iX.o mvw.us S11V13O ONVONVIS $ % $ di ID v-Hnasw..rwuaa�.eeeri 135VHd (may �B�U IBS NOUJna1SNOD3a f38.LS v LOa i 4 p° dlOS3NNIW'S1HJI3H 1I?J dd�I`d0 JO AID o = fig °a U 8 HI 4 if g � £Ei E gas ii g a ° I IIIIIEII 6 _ W 1,3 8 - Y le a 8,2 - New N s= In g R 2 7 R Eli lig 1 tib5'_ R $660 6 R —�r s P17 _ _ S — aw 4 „w z E : 5E ii! e 6 yR € z d <„ ro <a R W E `sows gg � R s w a K 5 (� III l 1I NNE, ..r, 0 k ° a 1 a ,,=0 ..., , ,., „ -N4%.„, I. E P , kJ AY F 5 `d ���TII`�� �' H� IIIII_LII III)ff-i .e,a 111 1 8N, Io of =A 111 �;, Ill ita lii £ � a rP _ Za Ens m A z �s8 �€o P 3 7 I §E 26 5 0 i�S r8 1ao g rs< $_ 52 o• ia £ �� �F a° LL ss� e� 3s3 '271 s 0g x ¢ na alp -11!e[Ii0171`1_Q� flil�.V' t Q 4,--‘11 III! �k y.., NI/ oy • N ate. , u 1.,„ mum---' 6 I 1 2 1 lq!1 k litli t=th 1 14 - n -- gi Yg g 6 qS -.1 , zoP 50 g R €as ,6< oGc iE 0 wF zwo8 ry -.% =° �� 2,.>o w 2€ EE m 8 nS 8= dd_ I I_I-I Ia I� ° � • X11' - - ` i.T 1�-I:. s ¢ a�I 2,-° If r' u u (::: gr --ar` ,, — flly w ° w in ni .:^—ten— 6 !g 6 .w, au.aa Po w wura.lmlr.w.• rvn Pi. < - -5 cius.”,a .e. _ ..�,w�,s S11v13OO VONV1S °& 6' E i CO ....oast "'��77�0 '7Z++ 13SVHd ' 7e;ue;,$ © 40S..v0�u NO I10f1211SNOD3N133a1SPLO ° g dlO2NNIW'S1HOI3H)?Vd)YO JO AlDO ' s t U i. A � ' � 1 h 1 pad morswas 31.1,_'1 W h Z �� y%�r�c%.:i�.k °P w e III!! M d All,g: 4,' rAla - e x Iii d � g a� A r ass 5 '1 g NVI 1 1 i 2 P Z '-' 4 2 1 Yin' h 9 2m 'll igii01 ,,,4 ,ig E ilE 1 0150c bh 10 P- ,. .6 1 4 4 `' .6 0 E Y II SP � s "1 e l { a a 1 _u W oW 8i 21 R E r g s i � 7d I' ''d 1 �'d . 6 `g F y a y a F 11-'71&,, ilibil 0 —1- O litho S I z -4,1— in d °k Er yz g oS s _�o�z le' ° f $ N f ..14.•••••••■•14.14: �Mnna5 - I1.INI x0:410•11.% amp-"_ a`,. x J F 100104110:0!:7 g a �• �\ o W 1 .. 5 W i•• i� � �i iii 'i% a Y , \ 3 _ .�1���∎T..��•PPI & "'&gam •• ¢ �� B $ 111 m ce , .._, N it „,___ ii y > z:116 N [!111 1 il I /Ill , tibik of Z Z r bi . te.§ :„„...,,,,t, ti x 11p, V N jH V V • �i,ss wr ro.�.s .�f�.�.� ��K slIVi3a aavoNVU l V §i V y00ueeesassc r0"7 I35VHd 18' y3NdpixN m NOI1Of12USNOJ3d133M1S4SOZ § 9 3a upn ® ea ? i 06 so T S )? g s a U p gym,, . . _ s JII`` JJII e ! 0 g :2. it i 11 ! _0 6 a �5 & v � WJ mE S gN$ �b '°Y '6 W Ei1 < 19,3 < E W a. a g o O . . o h o — y 'iW v A a .1 En .455V4e; gg 11111 g 11 [Ilia g m A % o T__ I g S Z @ Q y% 5 Z R. 3 8 a Ak Q 1.E , il) w d 2 m o Y 4''' ‘' 1-Fi 'g Ot i) W 5,5 <0 , t.e§- c, \rjrz,,,,,,.'Yea)s, ii 1,! 1 1140%sr11:19,07 1!, 1 § . ^$s ll eptlig bE �; 3 r Hug. I T \ it m�'' i 'mom i / ill ! t M § 8 d ,.. E ex eD Bob f _ !iis g0 - °" ley, �a1 `e'1 in s -16$ yJ 4. try . ,I I c AV/MD*3%MM 110 If TAWS"ANI1ADHOMId ,..1 2 - ii 1 g nil g 1 f o t6 ion \';'4,s, f dk new 5 /\ 8 � I f Ss =s�a r.,,ti ` `i.�$=�s�� EK _ [Nil ,0G � 9* oe g. \ a e. aw E � €F 4.c, c IP !_ a e w = E. nn«n�s�nm3 h NM mg vs J c b sannornalotwni a MSS a S1IVJJ000VGNVIS 8 moo..4 n0. $ � I ASVHd E $O 3e;uei.s ® � ��,,�,,,=w�, uel.I 31 NouSIHOO�3a�aaisvloa 9m d1OS3NNIW"S1HJ13H N dd�d0�O A110 & U >8a 8 83 3 w -v- =e m RP E ; ; g ,tir 'gi _ ----.. r ____±111A 11B311 ',1 Ll' _ 1 IP r A >G it u ®d 111llllllll �t � 6 , a r ,r , a ''3• N g 9 Y z '3'_ V 6_. E eos z III -,t E' 2 �_! , li z 2 I ;�:R O 7 Q ,,, v g� ° Q l/::lll iF f 1„`:•l C `dam m p k 8,_, al <ilfl CC G § A grv= ,,.0. li H e 8P 1 20 gm P.P. V $ z 1< z t. as Ill p CD ii— / o m= _ ' d x L. 2 �1 a m g FZ O� 0i q Q. 44" o / F R� % 7� Fi aE NM 51 E v E V is O' �' 4 WA.. g �Jla3 i e �� ���� g o 6 1 :I 'f. 119 t ,,,,ivo`l. F 140 § c EAB lii g ,� .54ge n e on� •� a 0,41��� a a& hgW € Bomb 9�� �� S 2 It 0 h ,1 ° Ale _ !i hl iii 0= 11 _ f,: u doe ggjrl■� - in fa 6 ISECTION 00 01 05 PROFESSIONAL CERTIFICATIONS ' PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Lajuidivo, 1 fkJ. i4� Christopher W. Long Date: February 4, 2014 License # 47106 1 END OF SECTION 1 i 1 1 1 i PROFESSIONAL CERTIFICATIONS I ©2014 Stantec 1 193801994 00 01 05-1 I ISECTION 00 01 10 ITABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP I Division 00 - Procurement and Contracting Requirements Introductory Information 00 01 05 Certifications Page 1 00 01 10 Table of Contents Procurement Requirements I 00 1 1 13 Advertisement for Bids 00 21 13 Instructions to Bidders 00 31 00 Available Project Information Geotechnical Evaluation Report I00 41 10 Bid Form Contracting Requirements I 00 52 10 Agreement Form 00 61 13.13 Performance Bond 00 61 13.16 Payment Bond I 00 72 05 EJCDC C-700 Std General Conditions of the Construction Contract (2007 Edition) 00 73 05 Supplementary Conditions I SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP Division 01 - General Requirements 01 03 00 Alternates I 01 10 00 Summary 01 20 00 Price and Payment Procedures 01 31 00 Project Management and Coordination 01 33 00 Submittal Procedures 01 40 00 Quality Requirements 01 50 00 Temporary Facilities and Controls I 01 57 13 01 70 00 Temporary Erosion and Sediment Control Execution Requirements Division 02-Existing Conditions I02 41 13 Selective Site Demolition SITE AND INFRASTRUCTURE SUBGROUP I Division 31 - Earthwork 31 10 00 Site Clearing 31 23 00 Excavation and Fill I31 23 13 Subgrade Preparation Division 32- Exterior Improvements 32 11 23 Aggregate Base Courses I32 12 01 Flexible Paving (Municipal Projects) 32 13 14 Concrete Walks, Medians, and Driveways 32 16 13 Concrete Curbs and Gutters I TABLE OF CONTENTS ©2014 Stantec 1 193801994 00 01 10- 1 1 32 17 23 Pavement Markings ' 32 92 00 Turf and Grasses Division 33 - Utilities 33 01 38 Pipe Rehabilitation by Cured-in-Place Pipe (CIPP) 33 05 05 Trenching and Backfilling 33 05 17 Adjust Miscellaneous Structures 33 05 23.13 Utility Horizontal Directional Drilling 33 08 31 Sanitary Sewer Televising, Cleaning and Inspection 33 10 00 Water Utilities 33 12 12 Water Services 33 31 00 Sanitary Utility Sewer Piping 33 31 14 Sanitary Sewer Services 33 39 00 Sanitary Utility Sewer Structures 33 40 00 Storm Sewer Drainage Utilities 33 46 00 Subdrainage Division 34-Transportation 34 41 05 Traffic Signs and Devices I END OF SECTION I I I 1 I I TABLE OF CONTENTS ©2014 Stantec 1 193801994 00 01 10-2 I ISECTION 00 11 13 IADVERTISEMENT FOR BIDS Sealed Bids will be received by the City of Oak Park Heights, Minnesota, in the City Hall at 1 14168 Oak Park Boulevard, until 10 A.M., CST, Friday, February 21, 2014, at which time they will be publicly opened and read aloud for the furnishing of all labor, materials, and all else necessary for the following: 1 2014 Street Reconstruction I In general, Work consists of the rehabilitation of sanitary sewer,services, storm sewer, replacement of water main and services, and reconstruction of streets within residential neighborhoods.The Project consists of the following approximate quantities: 1 500 LIN FT 8"& 10" PVC Sanitary Sewer 20 EACH Sanitary Sewer Structures 3,000 LIN FT Sanitary Sewer CIPP Lining I 9,700 LIN FT 6" &8"DIP Water Main 650 LIN FT Directional Drill 6" PVC C900 Water Main 3,500 LIN FT 12"to 24"RCP Storm Sewer I 80 EACH Storm Sewer Structures 30,000 CU YD Common Excavation 8,800 TON Select Granular Borrow I 21,000 TON Class 5 Aggregate Base 6,500 TON Bituminous Pavement 25,600 LIN FT Concrete Curb and Gutter 750 CU YD Select Topsoil Borrow 1 6,400 SQ YD Hydroseed with Mulch Along with miscellaneous utility improvements, removals, restoration,signing, Iand correlated appurtenances. An optional Pre-Bid Meeting will be held on Wednesday, February 12,2014, at 9:30 A.M., CST,at the I City Hall (14168 Oak Park Boulevard). Representatives of Owner and Engineer will be present to discuss the Project. Engineer will transmit to all attendees of record such Addendum as Engineer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. IComplete digital Bidding Documents are available at www.questcdn.com for$20 by inputting QuestCDN eBidDoc#3075833 on the website's Project Search page. Paper Bidding Documents may I also be viewed at the City of Oak Park Heights and at Stantec,2335 Highway 36 West,St. Paul, MN 55113, (651) 636-4600. IDirect inquiries to Engineer's Project Manager Chris Long at (651) 604-4808. Bid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance with the Instructions to Bidders. I ADVERTISEMENT FOR BIDS I ©2014 Stantec 1 193801994 00 1 1 13-1 I the the lowest The Owner reserves the right to retain he deposits of e 3 loaves Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids, to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. I Eric Johnson, City Administrator City of Oak Park Heights, Minnesota I END OF SECTION I I I I 1 I 1 1 1 I 1 1 ADVERTISEMENT FOR BIDS ©2014 Stantec 1 193801994 00 1 1 13-2 1 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below: A. Issuing Office-The office from which the Bidding Documents are to be issued and where ' the Bidding procedures are to be administered. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement or Invitation for Bids may be obtained from the Issuing Office. 2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license for any other use. 2.04 Neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from Bidder's use of electronic downloadable Bidding Documents (Electronic Bidding Documents). In addition to the above items, Bidders using Electronic Bidding Documents are solely responsible for use of such documents, including, but not limited to: A. It is the responsibility of the Bidder to go to QuestCDN's Projects (www.questcdn.com), check for the presence of Bidding Documents (including Addenda), and download documents as they become available. Bidder shall regularly check QuestCDN's projects for Addenda or other additions or revisions to the Bidding Documents through the Bid Opening date,whether or not Bidder has received email notice of Addenda from Stantec or Quest CDN. B. It is the responsibility of the Bidder to verify the intended document size (sheet dimensions) and to verify proper colors (color, or black and white) of the Electronic Bidding Documents prior to reproduction. Bidder shall ensure that the Electronic Bidding Documents are reproduced to the correct and exact scale, and correct colors. C. It is the responsibility of the Recipient of Electronic Bidding Documents from this site to check the electronic data for computer viruses or other harmful coding. D. Bidders are subject to the Terms of Use and Limitations on Use detailed in the Stantec Plan Room. I I INSTRUCTIONS TO BIDDERS ©2014 Stantec 1 193801994 00 21 13- 1 ARTICLE 3 - QUALIFICATIONS OF BIDDERS I 3.01 To demonstrate Bidder's qualifications to perform the Work,within 5 days of Owner's request, Bidder shall submit written evidence such as financial data, previous experience, present commitments, and such other data as may be called for below: A. Evidence of Bidder's authority to do business in the state where the Project is located. I B. Evidence of genuiness of Bid and lack of collusion in conjunction therewith. 3.02 Bidder is advised to carefully review those portions of the Bid Form requiring Bidder's 1 representations and certifications. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA, AND SITE , 4.01 Subsurface and Physical Conditions A. The Supplementary Conditions identify 1. Those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site. 2. Those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Copies of reports and drawings referenced in Paragraph 4.01.A will be made available by Owner to any Bidder on request.Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02 of the General Conditions has been identified and established in Paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to Owner and Engineer by owners of such Underground Facilities, including Owner or others. 4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other physical conditions, and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated subsurface or physical conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work, appear in Paragraph 4.06 of the General Conditions. 4.05 On request, Owner will provide Bidder access to the Site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill all holes and clean up and restore the Site to its former condition upon INSTRUCTIONS TO BIDDERS ©2014 Stantec 1 193801994 00 21 13-2 I Icompletion of such explorations, investigations, tests, and studies. Bidder shall comply with all applicable Laws and Regulations relative to excavation and utility locates. I4.06 Reference is made to Article 7 of the Supplementary Conditions for the identification of the general nature of other work that is to be performed at the Site by Owner or others (such as utilities and other prime contractors) that relates to the Work contemplated by these Bidding I Documents. On request, Owner will provide to each Bidder for examination access to or copies of contract documents (other than portions thereof related to price) for such other work. 4.07 It is the responsibility of each Bidder before submitting a Bid to: A. examine and carefully study the Bidding Documents, and the other related data identified in the Bidding Documents; B. visit the Site and become familiar with and satisfy Bidder as to the general, local, and Site Iconditions that may affect cost, progress, and performance of the Work; C. become familiar with and satisfy Bidder as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work; D. carefully study all: (1) reports of explorations and tests of subsurface conditions at or I contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified, if any, in Paragraph 4.02 of the Supplementary Conditions as containing reliable"technical data,"and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Paragraph 4.06 of the Supplementary Conditions as containing reliable"technical data;" E. consider the information known to Bidder; information commonly known to contractors doing business in the locality of the Site;information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in 1 the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress,and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder's safety precautions and programs; F. agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price(s) Bid and within the times required, and in 1 accordance with the other terms and conditions of the Bidding Documents; G. become aware of the general nature of the work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents; H. promptly give Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution Ithereof by Engineer is acceptable to Bidder;and I. determine that the Bidding Documents are generally sufficient to indicate and convey Iunderstanding of all terms and conditions for the performance of the Work. INSTRUCTIONS TO BIDDERS 0 2014 Stantec 1 193801994 00 21 13-3 I 4.08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given Engineer written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in the Bidding Documents and the written resolutions thereof by Engineer are acceptable to Bidder, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. I ARTICLE 5 - PRE-BID CONFERENCE 5.01 A Pre-Bid Conference will be held at 9:30 A.M, CST on February 12,2014, at Oak Park Heights I City Hall. Representatives of Owner and Engineer will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. Engineer will transmit to all prospective Bidders of record such Addendum as Engineer considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 6 - SITE AND OTHER AREAS 1 6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner, unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. I ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to I Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by Engineer as having received the Bidding Documents. Questions received less than 10 days prior to the date for Opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 1 7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by Owner or Engineer. I ARTICLE 8 - BID SECURITY 8.01 A Bid must be accompanied by Bid Security made payable to Owner in an amount of 5 percent of Bidder's maximum Bid price and in the form of a certified check, bank money order, or a Bid Bond issued by a surety meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions. 1 8.02 The Bid Security of the successful Bidder will be retained until such Bidder has executed the Contract Documents, furnished the required Contract Security and met the other conditions of the Notice of Award, whereupon the Bid Security will be returned. If the successful Bidder fails to execute and deliver the Contract Documents and furnish the required Contract Security within 15 days after the Notice of Award, Owner may consider Bidder to be in default, annul INSTRUCTIONS TO BIDDERS ©2014 Stantec 1 193801994 00 21 13-4 the Notice of Award, and the Bid Security of that Bidder will be forfeited.Such forfeiture shall be Owner's exclusive remedy if Bidder defaults.The Bid Security of other Bidders whom Owner believes to have a reasonable chance of receiving the award may be retained by Owner until the earlier of 7 days after the Effective Date of the Agreement or 61 days after the Bid Opening,whereupon Bid Security furnished by such Bidders will be returned. 8.03 Bid Security of other Bidders whom Owner believes do not have a reasonable chance of receiving the award will be returned within 7 days after the Bid Opening. ARTICLE 9 - CONTRACT TIMES 9.01 The number of days within which, or the dates by which, Milestones are to be achieved and the Work is to be Substantially Completed and ready for Final Payment are set forth in the Agreement. ARTICLE 10 - LIQUIDATED DAMAGES 1 10.01 Provisions for liquidated damages, if any, are set forth in the Agreement. ' ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS 11.01 The Contract, if awarded,will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is specified or described in the Bidding Documents that a substitute or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the Effective Date of the Agreement. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS, AND OTHERS 1 12.01 If the Supplementary Conditions require the identity of certain subcontractors,suppliers, individuals, or entities to be submitted to Owner in advance of a specified date prior to the Effective Date of the Agreement, the apparent successful Bidder, and any other Bidder so requested, shall within 5 days after Bid Opening, submit to Owner a list of all such subcontractors, suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required.Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such subcontractor, supplier, individual, or entity if requested by Owner. If Owner or Engineer, after due investigation, has reasonable objection to any proposed 1 subcontractor, supplier, individual, or entity, Owner may, before the Notice of Award is given, request apparent successful Bidder to submit a substitute, in which case apparent successful Bidder shall submit an acceptable substitute, Bidder's Bid price will be increased (or decreased) by the difference in cost occasioned by such substitution, and Owner may consider such price adjustment in evaluating Bids and making the Contract award. 12.02 If apparent successful Bidder declines to make any such substitution, Owner may award the Contract to the next lowest Bidder that proposes to use acceptable subcontractors,suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any subcontractor, supplier, individual, or entity so listed and against which Owner or Engineer makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer subject to revocation of such acceptance after the Effective Date of the Agreement as provided in 1 Paragraph 6.06 of the General Conditions. INSTRUCTIONS TO BIDDERS ©2014 Stantec 1 193801994 00 21 13-5 1 12.03 Contractor shall not be required to employ any subcontractor, supplier, individual, or entity I against whom Contractor has reasonable objection. ARTICLE 13 - PREPARATION OF BID I 13.01 The Bid Form is included with the Bidding Documents. 13.02 All blanks on the Bid Form shall be completed in ink and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each section, Bid Item, Alternate, adjustment Bid Unit Price Bid Item, and Bid Unit Price Bid Item listed therein. 13.03 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed and attested by the secretary or an assistant secretary.The corporate address and state of incorporation shall be shown. 13.04 A Bid by a partnership shall be executed in the partnership name and signed by a partner (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown. 13.05 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign.The state of formation of the firm and the official address of the firm shall be shown. 13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 13.08 All names shall be printed in ink below the signatures. f 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 13.10 Postal and e-mail addresses and telephone and fax numbers for communications regarding the Bid shall be shown. I 13.11 The Bid shall contain evidence of Bidder's authority and qualification to do business in the state where the Project is located, or Bidder shall covenant in writing to obtain such authority and qualification prior to award of the Contract and attach such covenant to the Bid. Bidder's state contractor license number, if any, shall also be shown on the Bid Form. 13.12 Bidders shall indicate the total add or deduct to the Total Base Bid for each Alternate provided t on the Bid Form. ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS 1 14.01 Unit Price with Alternates A. Bidders shall submit a Bid on a Bid Unit Price basis for each Bid Item of Work listed in the Bid I Form and include a separate price for each Alternate described in the Bidding Documents as provided on the Bid Form.The price for each Alternate will be the amount added to or INSTRUCTIONS TO BIDDERS ©2014 Stantec 1 193801994 00 21 13-6 I Ideleted from the Base Bid if the Owner selects the Alternate. In the evaluation of Bids, Owner may select any combination of Alternates or Owner may choose not to accept Iany Alternate Bids. B. The total of all estimated prices will be the sum of the products of the estimated quantity of each Bid Item and the corresponding Bid Unit Price. The final quantities and Contract Price Iwill be determined in accordance with Paragraph 11.03 of the General Conditions. C. Discrepancies between the multiplication of units of work and Bid Unit Prices will be I resolved in favor of the Bid Unit Prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. I D. Bids will be compared on the basis of the "Adjusted Total Base Bid" and this amount will be the basis for determining the lowest Bidder.The sum of the Total Base Bid and any combination of Alternates and Substitute Items accepted by the Owner will determine the "Adjusted Total Base Bid." The Owner may choose to not accept any Alternates or ISubstitute Item Bids. ARTICLE 15 - SUBMITTAL OF BID 1 15.01 Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Advertisement or Invitation for Bids and shall be enclosed in a plainly marked package I with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate package plainly marked on the Ioutside with the notation "BID ENCLOSED." A mailed Bid shall be addressed to Owner's office. 15.02 The Bid shall include the entire Document 00 41 10, Bid Form. This includes all attachments listed 1 in Article 7.01 of the Bid Form and/or all forms included with the Bid Form. The Contractor may remove or copy these sheets from the Project Manual I15.03 The entire Project Manual should not be submitted with the Bid. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID I 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the same manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the Opening of Bids. 16.02 Bids may be withdrawn after Bid Opening only in accordance with the law. IARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time and place indicated in the Advertisement or Invitation for Bids and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the I Base Bids and major Alternates, if any,will be made available to Bidders after the Project is awarded. 1 I INSTRUCTIONS TO BIDDERS I ©2014 Stantec 1 193801994 00 21 13-7 1 ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 1 18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid Form, but Owner may, in its sole discretion, release any Bid and return the Bid Security prior to the end of this period. ARTICLE 19 - EVALUATION OF BIDS AND AWARD OF CONTRACT I 19.01 If the Contract is awarded, award will be made on the basis of the lowest responsive, responsible, qualified Bidder determined by the Adjusted Total Base Bid. 19.02 Owner reserves the right to reject any or all Bids,including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. Owner further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to not be responsible. Owner may also reject the Bid of any Bidder if Owner believes that it would not be in the best interest of the Project to make an award to that Bidder. Owner also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the successful Bidder. 19.03 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than 1 Bid for the Work may be cause for disqualification of that Bidder and the rejection of all Bids in which that Bidder has an interest. 19.04 In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed requirements, and such Alternates, Bid Unit Prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. I 19.05 In evaluating Bidders, Owner will consider the qualifications of Bidders and may consider the qualifications and experience of subcontractors, suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of subcontractors, suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19.06 Owner may conduct such investigations as Owner deems necessary to establish the I responsibility, qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, individuals, or entities proposed for those portions of the Work in accordance with the Contract Documents. As a condition of its Bid, Bidder is required to waive any and all claims of whatever nature against Owner, Engineer, and their employees and agents which arise out of or relate to such investigations and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice.This waiver is not intended to restrict Bidder's rights to challenge a Contract pursuant to law. 19.07 If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Bid is in the best interests of the Project. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE I 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner's requirements as to performance and payment bonds and insurance. When the successful Bidder delivers the executed Agreement to Owner, it shall be accompanied by such bonds. I INSTRUCTIONS TO BIDDERS ©2014 Stantec 1 193801994 00 21 13-8 I IARTICLE 21 - SIGNING OF AGREEMENT I 21.01 When Owner issues a Notice of Award to the successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement along with the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter, successful Bidder shall sign and deliver the required number of counterparts of I the Agreement and attached documents to Owner. Within 10 days thereafter, Owner shall deliver 2 fully signed counterparts to successful Bidder with a complete set of the Drawings with appropriate identification. li I END OF SECTION I I I 1 I I 1 I II III I I INSTRUCTIONS TO BIDDERS I ©2014 Stantec 1 193801994 00 21 13-9 I ISECTION 00 31 00 IAVAILABLE PROJECT INFORMATION PART 1 GENERAL 1.01 SUMMARY IA. Section Includes 1. Technical Data. I1.02 TECHNICAL DATA A. The Technical Data is identified in the Supplementary Conditions. Bidders are responsible for their own interpretation, verification, and use of the Technical Data contained in these I reports and drawings consistent with the General Conditions and Supplementary Conditions. Reports, drawings,and other information regarding the Project may be available for Bidder's review at Engineer's office.Schedule a viewing time with the Project IManager. A. Portions of reports and drawings used by the Engineer in the preparation of Bidding I Documents are attached to this Section. A list of attachments to this Section include: 1. Report dated September 9, 2013, prepared by Braun Intertec Corporation entitled "Geotechnical Evaluation Report, Various City Streets, Oak Park Heights, Minnesota. PART 2 PRODUCTS Not Used. 1 PART 3 EXECUTION INot Used. END OF SECTION I I 1 I I I AVAILABLE PROJECT INFORMATION I ©2014 Stantec 1 193801994 00 31 00-1 I I I 1 Geotechnical Evaluation Report Various City Streets Oak Park Heights, Minnesota Prepared for Stantec Consulting Services, Inc. I I I Professional Certification: Il hereby certify that this plan,specification,or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Matthew S.Oman, PE 44/ Associate Principal/Senior Engineer if lid s License Number: PE 43893 = i PREFESSIENA1. } ENGINEER September 9,2013 •• 43893 . I Project SP-13-05118 Braun Intertec Corporation I I I BRAUN Braun Intertec Corporation Phone:651.487.3245 IN I i'T Lt_ 1826 Buerkie Road Fax: 651.487.1812 Saint Paul,MN 5,5uo Web: braunintertec.com I September 9,2013 Project SP-13-05118 I Mr.Christopher Long, PE Stantec Consulting Services, Inc. 2335 Highway 36 West St. Paul, MN 55113 Re: Report of Geotechnical Evaluation I Various City Streets Oak Park Heights, Minnesota Dear Mr. Long: We are pleased to present this Geotechnical Evaluation Report for various streets located in Oak Park I Heights, Minnesota. The purpose of the evaluation was to provide geotechnical information at desired soil boring locations and to provide recommendations for pavement design and the suitability of the soils II for construction. Please see the attached report for a detailed discussion on the field exploration results and our recommendations. The report should be read.in its entirety. Thank you for making Braun Intertec your pavement consultant for this evaluation. If you have questions about this report,or if there are other services that we can provide in support of our work to date,please call Amy Grothaus at 651.261.7122. Sincerely, I BRAUN INTERTEC CORPORATION I Amy 014/6f(Z J. Grot us I Senior Project Mana•er/Engineer . A 1 I Matthew S. Oman, PE II Associate Principal/Senior Engineer Report-Oak Park Heights I AAJEOE Proving engineering and environrrarnial solo/ions since.r957 t I ITable of Contents Description Page IA. Introduction 1 A.1. Project Description 1 1 A.2. Purpose 1 A.3. Background Information and Reference Documents 1 I A.4. Site Conditions 1 A.S. Scope of Services 2 B. Results 2 IB.1. Bituminous Core and Hand Auger Results 2 B.2. Exploration Logs 4 B.2.a. Log of Boring Sheets 4 B.2.b. Geologic Origins 5 B.3. Geologic Profile 5 B.3.a. Pavement Materials 5 B.3.b. Geologic Materials 5 B.3.c. Groundwater 5 IB.4. Geotechnical Laboratory Test Results 6 C. Basis for Recommendations 6 I C.1. Design Details 6 C.1.a. Anticipated Traffic 6 C.1.b. Anticipated Grade Changes 6 I C.1.c. Precautions Regarding Changed Information 7 C.2. Design and Construction Considerations 7 C.2.a. Pavement Subgrades 7 D. Recommendations 7 D.1.a. Subgrade Preparation and Proofrolls 7 I D.1.b. Design Sections 8 D.1.c. Backfill and Material Compaction 8 D.1.d. Materials and Compaction 9 ID.1.e. Subsurface Drainage 9 D.2. Construction Quality Control 9 D.2.a. Excavation Observations 9 D.2.b. Materials Testing 9 D.2.c. Cold Weather Precautions 9 I I I I Table of Contents (Continued) Description Page 1 E. Procedures 10 E.1. Pavement Coring and Hand Augers 10 E.2. Direct-Push Probe Borings 10 E.3. Material Classification and Testing 10 E.3.a. Visual and Manual Classification 10 E.3.b. Laboratory Testing 10 E.4. Groundwater Measurements 11 F. Qualifications 11 F.1. Continuity of Professional Responsibility 11 F.1.a. Plan Review 11 F.1.b. Construction Observations and Testing 11 F.2. Use of Report 11 F.3. Standard of Care 11 Appendix , Boring and Core Location Map Log of Boring Sheets Descriptive Terminology I I I I I r 1 I I I A. Introduction I A.1. Project Description IThis Geotechnical Evaluation Report addresses various City streets being considered for reconstruction I by the City of Oak Park Heights. The streets included in this evaluation are within four separate Areas, noted as Areas B, C, D and E on the attached sketch. IA.2. Purpose IThe purpose of this geotechnical evaluation is to characterize subsurface geologic conditions at selected exploration locations,evaluate the existing pavement sections, and to provide recommendations for Ipavement design. A.3. Background Information and Reference Documents I To facilitate our evaluation, we were provided with or reviewed the following information or documents: • Sketch indicating the location of the streets to be evaluated, provided by Stantec Consulting , p Y g IServices, Inc., (Stantec). • Aerial Maps available from Google Earth. I • Geologic atlas available from the USDA Web Soil Survey. I • Minnesota Department of Transportation (MnDOT)traffic maps. IA.4. Site Conditions IThe streets are low-volume residential streets surfaced with bituminous pavement. Our referenced documents and past project experience in the area indicate that the site is underlain with sandy glacial Ioutwash and glacial till soils. I I Stantec Consulting Services, Inc. Project SP-13-05118 September 9, 2013 Page 2 A.S. Scope of Services Our scope of services for this project was originally submitted as a Proposal to Mr.Christopher Long dated August 8, 2013.We received authorization to proceed on August 14, 2013.Our scope of services was performed under the terms of our Master Professional Services Agreement between Braun Intertec and Stantec Consulting Services, Inc.,dated July 1, 2002. Tasks erformed in accordance with our authorized scope of services included: p p • Staking and clearing exploration locations of underground utilities. We used our Global Positioning System (GPS)equipment to stake the exploration locations. • Conducting 21 bituminous cores and hand augers, noting their conditions and measuring their thicknesses. • Performing 21 direct-push probe test borings to nominal depths of 10 feet below the existing surface. t • Performing laboratory tests on selected samples. I • Preparing this report containing an exploration location sketch,exploration logs, a summary of the geologic materials encountered, results of laboratory tests, results of coring and hand augers,and recommendations for pavement design. 1 B. Results I 13.1. Bituminous Core and Hand Auger Results I We extracted pavement cores and performed hand augers in 21 locations as shown on the attached sketch. Bituminous and aggregate base layer thicknesses were measured in the field. ' Cores were returned to our lab and were examined to assess bituminous material conditions and were measured a second time to verify the measurements obtained in the field. Several of the cores broke during extraction. BRAUN I I I\ITG PTI=C IIStantec Consulting Services, Inc. Project SP-13-05118 I September 9, 2013 Page 3 I Most of these breaks occurred in the upper portion of the core (the top 1 2 to 1 inch). It is possible that pp p � p / ) p I this upper layer consisted of multiple seal coat applications or overlays that have delaminated from the original pavement structure. Results of the pavement cores and hand augers are shown in Table 1. ITable 1. Bituminous Core and Hand Auger Results Bituminous Aggregate I Core Base Thickness Thickness Location Area Street (in) (in) Notes ISB 1 C Olinda Avenue 3.1 13.0 ISB-2 C Omaha Avenue 5.5 18.0 SB-3 D Osman Avenue 3.8 2.0 Core broken SB-4 D 64th Street 2.6 4.0 SB-5 D 64th Street 2.5 14.0 I64th Street/Pecan SB-6 D 6.4 -- Avenue IRefusal at 12 inches; SB-7 D Pecan Avenue 4.7 12.0 Weathered limestone Ibedrock encountered. SB-8 D 63rd Street 2.7 13.0 Core broken ISB-9 D 63rd Street 4.0 10.0 Core broken ISB-10 D Paul Avenue 2.7 8.0 Core broken Upper 61st I SB-11 D Street/Peabody 3.2 12.0 Core broken Avenue I5B-12 E 58th Street 3.2 6.0 SB-13 E Peller Avenue 5.2 10.0 Core broken ISB-14 E 58th Street 3.0 10.0 SB-15 E 58th Street 2.5 7.0 r BRAUN IKITl=QTr Stantec Consulting Services, Inc. I Project SP-13-05118 September 9,2013 Page 4 1 Bituminous Aggregate Core Base I Thickness Thickness Location Area Street (in) (in) Notes SB-16 E 57th Street 2.7 10.0 Core broken 1 SB-17 E Penfield Avenue 1.8 10.0 Core broken SB-18 E Peller Avenue 3.8 9.0 SB-19 E Perkins Avenue 4.5 13.0 Refusal at 12 inches; SB-20 B 56th Street 3.8 12.0 core broken SB-21 B Ozark Avenue 4.8 11.0 H Average 3.6 9.7 I B.2. Exploration Logs 1 B.2.a. Log of Boring Sheets Log of Boring sheets for our direct-push probe test borings are included in the Appendix. The logs I identify and describe the geologic materials that were penetrated, laboratory tests performed on penetration test samples, and groundwater measurements. I Strata boundaries were inferred from changes in the samples. The boundary depths likely vary away from the boring locations,and the boundaries themselves may also occur as gradual rather than abrupt transitions. The direct-push probe borings were conducted using a 5-foot-long continuous sampling tool. Due to the I non-cohesive nature of the sandy soils encountered, full recovery was not obtained in the borings. The amount of material that was recovered is noted on the Log of Boring sheets. We encountered refusal t with the Geoprobe at locations SB-6 and SB-9 at a depth of approximately 7 feet. I I BRAUN 1 IP.ITI✓GATGC IStantec Consulting Services, Inc. Project SP-13-05118 I September 9, 2013 Page 5 B.2.b. Geologic Origins g g IGeologic origins assigned to the materials shown on the logs and referenced within this report were based on: (1) a review of the background information and reference documents cited above, (2)visual classification of the various geologic material samples retrieved during the course of our subsurface Iexploration, (3) penetration resistance data, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding Iarea in the past. III B.3. Geologic Profile B.3.a. Pavement Materials IThe streets are paved with bituminous pavement. Thicknesses of the bituminous surfacing varied between 1.8 and 6.4 inches, with an overall average thickness of 3.6 inches. In twenty of the twenty-one Iexploration locations, aggregate base was encountered below the bituminous layer. The thickness of the aggregate base varied between 2 to 18 inches with an average thickness of 9.7 inches. IB.3.b. Geologic Materials As previously noted, due to the non-cohesive nature of the sandy soils encountered,full recovery was Inot obtained in the push probe borings. Pavement core and hand auger results are provided on the push probe boring logs and provide pavement layer depths. Beyond the bituminous and aggregate base Ilayers, subgrade material depths were based on experience and material recovered from the push probe sleeves. IThe general geologic profile of the roadway borings consists(proceeding down from the ground surface) of bituminous pavement, aggregate base material,assorted fill soils, overlying glacial outwash and glacial Itill soils. I Fill materials consisted primarily of poorly graded sand with silt. Glacial outwash and till soils consisted of various materials including poorly graded sand, poorly graded sand with silt,silty sand,silt, and sandy lean clay. Weathered limestone bedrock was encountered in Borings SB-5,SB-6,SB-7,SB-9 and SB-10, IIlocated in Area D. The depth of limestone material varied between approximately 1.5 feet to 10 feet. B.3.c. Groundwater Groundwater was not observed as our borings were advanced. Based on the moisture contents of the 1 geologic materials encountered, it appears that groundwater was below the depths explored. I BRAUN I KITG DTGr Stantec Consulting Services, Inc. Project SP-13-05118 September 9, 2013 Page 6 Seasonal and annual fluctuations of roundwater, however, should be anticipated. g p B.4. Geotechnical Laboratory Test Results We performed moisture content and percent passing the number 200 sieve tests on select samples I recovered from the borings in accordance with ASTM procedures. The laboratory test results are shown on the Log of Boring Sheets included in the Appendix. I In the borings,the moisture content of the fill materials directly beneath the bituminous pavement was determined to vary from approximately 3 to 8 percent, indicating that the material was likely below its probable optimum moisture content. Moisture contents in the outwash materials were between approximately 4 to 19 percent,which were judged to be near or slightly above their estimated optimum 1 moisture contents. Our mechanical analyses indicated that the sandy samples contained 4 to 27 percent by weight passing the#200 sieve. Mechanical analysis tests performed on silts and clays contained 62 to 71 percent by weight passing the#200 sieve. C. Basis for Recommendations C.1. Design Details C.1.a. Anticipated Traffic Traffic data was not provided; however,the tested streets are low volume, residential streets. We assume traffic is likely less than 500 ADT. Overall,we have assumed that the traffic will generally be less than 50,000 ESALs over a 20-year design period. 1 C.1.b. Anticipated Grade Changes We expect that grade changes will be minimal. 1 1 1 BRAUN 1 I KITP DTI=C IStantec Consulting Services, Inc. Project SP-13-05118 I September 9, 2013 Page 7 IC.1.c. Precautions Regarding Changed Information I g g g We have attempted to describe our understanding of the proposed issues to the extent they were reported to us. Depending on the extent of available information, assumptions may have been made based on our experience with similar projects. If we have not correctly recorded or interpreted the Iproject details,we should be notified. New or changed information could require additional evaluation, analyses and/or recommendations. IC.2. Design and Construction Considerations C.2.a. Pavement Subgrades I We anticipate the pavement subgrades will generally consist of previously placed fill overlying poorly graded sand with silt. Since grade changes are not expected,we anticipate the subgrade soils present beneath the upper portion of the existing roadway will generally be suitable for reuse as subgrade. I ID. Recommendations I Based on the information provided,we have assumed the method of repair for the tested streets is complete reconstruction. If other repair methods such as mill-and-overlay or pavement reclamation are selected,we should be contacted for further recommendations. I D.1.a. Subgrade Preparation and Proofrolls IWe recommend the removal of silt materials to a depth of 12 inches below the anticipated bottom of aggregate base. IFor preparation of any exposed subgrades prior to placement of new pavement sections,we recommend the subgrade soils be proofrolled with a loaded tandem-axle truck and observed by a geotechnical 1 engineer and City personnel. This will assist in identifying any soft or weak areas that will require additional soil correction work. Areas that yield or rut more than 1 to 2 inches due to wheel traffic I should be corrected. Failed areas should be moisture conditioned to near optimum moisture content and recompacted to 100 percent of its standard Proctor maximum dry density. I I I B Rau N I MITP DTf=r Stantec Consulting Services, Inc. Project SP-13-05118 September 9,2013 Page 8 If there are areas that still cannot be compacted,we recommend the unstable materials be subexcavated to a minimum depth of 1 to 2 feet(depending on the replacement material) and be replaced with suitable materials and compacted as specified for the fill. Depending on the depth of subcut and underlying material, suitable subcut backfill material may consist of MnDOT Select Granular Borrow, aggregate base or larger diameter crushed aggregate(such as 3-inch minus). We should be consulted I regarding subcut depths and backfill material. D.1.b. Design Sections Laboratory tests to determine an R-value for pavement design were not included in the scope of this project. It is our opinion that an R-value of 40 can be assumed for design purposes. Assuming the traffic on the streets will generally be less than 50,000 ESALs over a 20-year design period and an assumed R-value of 40,we recommend that the pavement design for this project include 4 inches of bituminous overlying 6 inches of class 5 aggregate base. The pavement design is based upon an approximate 20-year performance life. This is the amount of time before major reconstruction is anticipated.This performance life assumes maintenance, such as seal coating and crack sealing, is routinely performed.The actual pavement life will vary depending on variations in weather,traffic conditions and maintenance. D.1.c. Backfill and Material Compaction We recommend that soils used as backfill for subcuts or material replacement be compacted to a minimum of 100 percent of standard Proctor density within 3 feet of the top of the subgrade. For fills more than 3 feet below final subgrades, 95 percent compaction should be sufficient. The moisture , content of the fill and backfill should be as shown in the table below depending on the classification of the backfill soils. ' Table 2.Compaction Recommendations Summary Relative Compaction,percent Moisture Content Variance from Reference (ASTM D 698—standard Proctor) Optimum,percentage points Below pavements,within 3 feet of 100 -3/+3(sandy soils) subgrade elevations -31+1(clayey soils) Below pavements, more than 3 95 -3/+3(sandy soils) feet below subgrade elevations -3/+1(clayey soils) I BRAUN r 1 MMTl=DTfrf' 1 Stantec Consulting Services, Inc. Project SP-13-05118 I September 9, 2013 Page 9 ID.1.d. Materials and Compaction I We recommend fill material placed below pavement subgrades meet MnDOT Specification 3149.2B1,for Granular Borrow. IWe recommend specifying crushed aggregate base meeting the requirements of MnDOT Specification 3138 for Class 5. IWe recommend that the bituminous wear and base courses meet the requirements of MnDOT ISpecification 2360,Type SPWEB240B which provides 98% reliability for rutting and cracking resistance. We recommend that the aggregate base be compacted to a minimum of 100 percent of its maximum Istandard Proctor dry density. We recommend that the bituminous pavement be compacted to at least 92 percent of the maximum theoretical Rice density. ID.1.e. Subsurface Drainage We recommend subsurface drains meet the requirements of MnDOT Specification 2502. We Irecommend routing the subdrains to a storm sewer or other suitable disposal site. ID.2. Construction Quality Control I D.2.a. Excavation Observations We recommend having a geotechnical engineer observe all excavations related to pavement construction.The purpose of the observations is to evaluate the competence of the geologic materials Iexposed in the excavations and the adequacy of required excavation oversizing. ID.2.b. Materials Testing We recommend density tests be taken in excavation backfill and additional required fill placed below Ipavements. We recommend Gyratory tests on bituminous mixes to evaluate strength and air voids and density tests Ito evaluate compaction. I D.2.c. Cold Weather Precautions If site grading and construction is anticipated during cold weather,all snow and ice should be removed from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No Ifrozen soils should be used as fill. I BRAUN I M T l`DT 1=P' Stantec Consulting Services, Inc. Project SP-13-05118 September 9, 2013 Page 10 E. Procedures E.1. Pavement Coring and Hand Augers Pavement coring and hand auger were performed on August 15, 2013. Pavement cores were conducted using a 4-inch core barrel and hand augers were advanced manually with a 1 1/2-inch-diameter hand auger. The bituminous pavement was repaired with a cold-mix bituminous patch immediately after coring. The bituminous and aggregate base thickness was recorded at each of the exploration locations. E.2. Direct-Push Probe Borings g The direct-push probes were performed with a truck-mounted direct-push sampling unit. Using the direct-push rig, a plastic soil-retention sleeve was placed into a 1 5/8-inch OD by 5-foot-long continuous sampling tool. The borehole was advanced by pushing the sampling tool a total penetration of 5 feet. After advancing the sampler,the tool was removed from the borehole and the soil sample was retrieved inside the plastic sleeve for visual inspection. Soil samples were collected continuously at 5-foot vertical intervals to the termination depths of the borings. E.3. Material Classification and Testing 1 E.3.a. Visual and Manual Classification ' The geologic materials encountered were visually and manually classified in accordance with ASTM Standard Practice D 2488.A chart explaining the classification system is attached. Samples were returned to our facility for review and storage. E.3.b. Laboratory Testing ' The results of the laboratory tests performed on geologic material samples are noted on or follow the appropriate attached exploration logs.The tests were performed in accordance with ASTM or AASHTO I procedures. I I BRAUN I IMTGDTpf IStantec Consulting Services, Inc. Project SP-13-05118 1 September 9, 2013 Page 11 I E.4. Groundwater Measurements The drillers checked for groundwater as the borings were advanced,and again after auger withdrawal. The boreholes were then backfilled and the pavement was repaired with a cold-mix bituminous patch. I F. Qualifications F.1. Continuity of Professional Responsibility F.1.a. Plan Review This report is based on a limited amount of information,and a number of assumptions were necessary to I help us develop our recommendations. It is recommended that our firm review the geotechnical and pavement material aspects of the designs and specifications, and evaluate whether the design is as expected, if any design changes have affected the validity of our recommendations, and if our Irecommendations have been correctly interpreted and implemented in the designs and specifications. I F.1.b. Construction Observations and Testing It is recommended that we be retained to perform observations and tests during construction.This will I allow correlation of the subsurface conditions encountered during construction with those encountered by our evaluation,and provide continuity of professional responsibility. IF.2. Use of Report IThis report is for the exclusive use of the parties to which it has been addressed.Without written approval,we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. F.3. Standard of Care I In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under Isimilar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. I I BRAUN I1s,ITI DTP Z V R n"aaa m, H 112 m ' tl1053NNIW'S1H013H*PM Ntl0 v W NOLLOMISNO03U 133i11S S1HOGH NNtld NVO gig 1'lag NouvnlVA31VOINHO31030 g N 15"; _8 H013NS NOIltlOOI ONRI091IOS g $ LL b • ca i m /N'' V l I i >. \ m y• yy l , - F3 ice. A- F'.P' nu'. A M « , et r \ * . _ • m m r a y •.i.. e 1 0 - . - o ly s . , - m ` • I. a N ti. t lmy `' .c rt 3 . . ,_ H NOW' e. ■ L S r VY� l,V T Y m � el th 11 •^9 I 6 w ...-r 4. - N Tf Q i ' ' ''.� - , 3 a t �,. ,, ,., 1111.4 ',.,-,,16104,,...,,,,,...."'LL.,,;....4 -41.::,,c,.. ;,,,.;- .., ' -?:,..''litly*:::4',:, .:r ..?''''''.1 ''',.''',..,'t'''.',,,tivi'':'"--.:1 .'7'7,...41.11:—."1"1-- ;14' *)". : . 4taist " ,--:. .,‘:-‘'br.'47.,,,,V4' . •";:•''.',.'..0.,.: -.4,-, Jo:,,Ii",:t., 39 ',',1.;., :';.' ; '',, 4. 44'`''' r j ..44:-'' r, r'' , 0 r . 1TL h • .f,,,,:,11.. .,.. .....,, .,.. .... , i , ., ,,. I 'Z r 17f .1 ..n VVY,V Oill s eo V ,�}il � � 4 ' O=O O N O Y 4 H ,• .. I BRAUN' LOG OF BORING INTERTEC IBraun Project SP-13-05118 BORING: SBA Geotechncial Evaluation LOCATION: See attached sketch. I y Oak Park Heights Street Reconstruction E Various City Streets Oak Park Heights, MN - I a DRILLER: M.Barber METHOD: Geoprobe DATE: 8/19/13 SCALE: 1"=4' a) o Depth g feet Description of Materials BPF WL MC P200 Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % % I a PAV 3"of Bituminous over 13"of Aggregate Base. 0 to 5' °'— 1.3 48"recovery 6 FILL FILL: Poorly Graded Gravel with Silt,fine-to medium grained, II- - reddish-brown, moist. 4.5 8 27 E SM SILTY SAND,fine-to medium grained,trace of Gravel, reddish-brown, moist. 5 to 10' — (Glacial Outwash) 36"recovery n I U- CI a)— a) I 10.0 END OF BORING. I _ Water not observed while drilling. Boring then backfilled. II '' - m - m IW Z Z w K cc I U J _ Z a a m I $ - ti en 0 __ -- , . I 3 a r - z Z 0 I - , 0 O m 6- O SP-13-05118 Braun Intertec Corporation SB-1 page 1 of 1 BRAUN' LOG OF BORINGI f NTE RTEC Braun Project SP-13-05118 BORING: SB-2 ' Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction •o Various City Streets I Oak Park Heights, MN a DRILLER: M.Barber I METHOD: Geoprobe DATE: 8/19/13 SCALE: 1"=4' co o Depth o feet Description of Materials BPF WL MC P200 Tests or Notes 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % _% a PAV 5 1/2"of Bituminous over 18"of Aggregate Base 0 to 5' — 1.3 38"recovery FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, tbrown, moist. >- 0 4.0 .c SP- POORLY GRADED SAND with SILT,fine-to medium grained, E SM trace of Gravel, brown,moist. ' 5 7 (Glacial Outwash) 5 to 10' — 24"recovery U N— N 10.0 ' END OF BORING. Water not observed while drilling. I Boring then backfilled. I _ z — w Co U 7 _ 2 7 m a — , C7 o o m .ti o ' a _ a z z 0 co Co - 1 o SP-13-05118 Braun Intertec Corporation SB-2 page 1 of 1 I BRAUN' LOG OF BORING INTERTEC Braun Project SP-13-05118 BORING: SB-3 Geotechncial Evaluation LOCATION: See attached sketch. I -,3 Oak Park Heights Street Reconstruction o Various City Streets t Oak Park Heights, MN I fa $ DRILLER: M.Barber METHOD: Geoprobe DATE: 8/19/13 I SCALE: 1"=4' o Depth g feet Description of Materials BPF WL MC P200 Tests or Notes T.- 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % % I x a PAV 4"of Bituminous over 2"of Aggregate Base. 0 to 5' – FILL . FILL: Poorly Graded Sand with Silt,fine-to medium grained, – 37"recovery brown, moist. I _ 2.5 in ML SILT, dark gray and brown, moist. a (Glacial Till) 0 4.0 I SM SILTY SAND,fine-to medium grained,trace of Gravel, — reddish-brown, moist. (Glacial Outwash) 5 to 10' a — 52"recovery IN- 10 24 0 m– — a> c I 10.0 END OF BORING. 8 I – Water not observed while drilling. Boring then backfilled. – Iti fn - a, U Z w z I ?u --z a z _ m I a _ o – _ m I . N _ ¢ a F- – U, I G = _ 0 z z 0 z z z 0 m U o SP-13-05118 Braun Intertec Corporation SB-3 page 1 of 1 BRAUN' LOG OF BORING , I NTE RTEC Braun Project SP-13-05118 BORING: SB-4 I Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction o Various City Streets ' Oak Park Heights, MN An DRILLER: M.Barber METHOD: Geoprobe DATE: 8/19/13 SCALE: 1"=4' o Depth g feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) a 0,5 PAV 2 1/2"of Bituminous over 4"of Aggregate Base 0 to 5' I — FILL FILL: Poorly Graded Gravel with Silt,fine-to coarse-grained, 36"recovery reddish-brown, moist. a�i- z a a 0 0— 5to10' _ 44"recovery 0 7.5 �_ SM SILTY SAND,fine-to medium-grained,trace of Gravel, reddish-brown, moist. (Glacial Outwash) I 10.0 END OF BORING. Water not observed while drilling. I Boring then backfilled. I m _ 1 Z 0 ' ui 7 - Z 0 _ m - U'i ti o — m o 'i — - h a 2 Z 2 0 2 C 0 m LL O 0 I SP-13-05118 Braun Intertec Corporation SB-4 page 1 of 1 I BRAUN' LOG OF BORING I NTE RTEC Braun Project SP-13-05118 BORING: SB-5 Geotechncial Evaluation LOCATION: See attached sketch. I N Oak Park Heights Street Reconstruction o Various City Streets 2 Oak Park Heights, MN DRILLER: M.Barber METHOD: Geoprobe DATE: 8/19/13 f SCALE: 1"=4' I o• Depth g feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USAGE EM1110-1-2908) I m PAV 2 112"of Bituminous over 14"of Aggregate Base 0 to 5' °f– 1.4 41"recovery FILL FILL: Poorly Graded Gravel with Silt,fine-to medium grained, t2.5 k 4 brown, moist. cn CL rfd LEAN CLAY, brown, moist. 0 3.5 (Glacial Till) c– 4.3 ' POORLY GRADED SAND with SILT,fine-to medium grained, i . ' reddish-brown, moist. — LS -e (Glacial Outwash) 5 to 10' • _ LIMESTONE(retrieved as Poorly Graded Gravel with Silt), 21"recovery LW decomposed, light brown, moist. I (Weathered Bedrock)to a INIMINNI MINIM w cn um. All!Li m u. 10.0 END OF BORING. I – Water not observed while drilling. Boring then backfilled. II `,'.,DI - M - e-, p __ C7 H 00 00 K U 1 � z n 00 K — ra I a - ti m m Iom J N a I N 00 l H z_ 0 Iz 0 00 00 0 0 _ 0 0 SP-13-05118 Braun Intertec Corporation SB-5 page 1 of 1 BRAUN' LOG OF BORING, I NTE RTEC Braun Project SP-13-05118 BORING: SB-6 , Geotechncial Evaluation LOCATION: See attached sketch. y Oak Park Heights Street Reconstruction E Various City Streets Oak Park Heights, MN DRILLER: M.Barber METHOD: Geoprobe DATE: 8/19/13 SCALE: 1"=4' I o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) n 0 5 PAV 6"of Bituminous 0 to 5' , — FILL 41 FILL: Poorly Graded Sand with Silt,fine-to medium grained, 36"recovery brown,moist. • > • O O— • ' E 5.0 #• LS LIMESTONE(retrieved as Poorly Graded Sand with Silt), 5 to 10' _ ._, decomposed, light brown,moist. 24"recovery 0 ass (Weathered Bedrock) ,o AUGER REFUSAL AT 7 FEET. Water not observed while drilling. Boring then backfilled. , I I _ 1 o ' z ac u > _ z m o O -4 o 0. 0 a _ l7 z Z z 0 9 m ISP-13-05118 Braun Intertec Corporation SB-6 page 1 of 1 I BRAUN' LOG OF BORING I NTE RTEC IBraun Project SP-13-05118 BORING: SB-7 Geotechncial Evaluation LOCATION: See attached sketch. I N Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN I a DRILLER: M.Barber METHOD: Geoprobe DATE: 8/19/13 SCALE: 1"=4' co o Depth g feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) I n PAV 4 1/2"of Bituminous over 12"of Aggregate Base 0 to 5' a— 1.4 20"recovery _ LS ;N% LIMESTONE weathered, light brown. t (Weathered Bedrock) ' . a r o ...■ or sa Wall 1-- 5 to 10' a) mom n — 12"recovery mom _ UN IIIIMI U— N o —_ M .IM- n hi 10.0 ... END OF BORING. IWater not observed while drilling. Boring then backfilled. I0 - m _ I I] � _ z w . ul ZI — 0 Q c0 : 1 -i 3 r — I Z U' Z z O m ' o O O SP-13-05118 Braun Intertec Corporation SB-7 page 1 of 1 BRAUN' LOG OF BORING ' I NTE RTEC. Braun Project SP-13-05118 BORING: SB-8 ' Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN DRILLER: M.Barber 1 METHOD: Geoprobe DATE: 8/19/13 I SCALE: 1"=4' cts O Depth o feet Description of Materials BPF WL MC P200 Tests or Notes T..- 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % % a PAV 2 1/2"of Bituminous over 13"of Aggregate Base 0 to 5' — 1.3 — 45"recovery 1.5 A,FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, tCL brown, moist. / 16 71 N SANDY LEAN CLAY, brown, moist. o (Glacial Till) o— E 5.0 SP- POORLY GRADED SAND with SILT,fine-to medium grained, 5 to 10' SM trace of Gravel, reddish-brown, moist. 37"recovery N o- -layer of Poorly Graded Sand at 10' — n (Glacial Outwash) 10.0 6 END OF BORING. — Water not observed while drilling. ' Boring then backfilled. - I r4 U, _ o oc oc VI z — — ti o — m a V— — 0 9 J SP-13-05118 Braun intertec Corporation SB-8 page 1 of 1 I BRAUN' LOG OF BORING I NTE RTEC IBraun Project SP-13-05118 BORING: SB-9 Geotechncial Evaluation LOCATION: See attached sketch. I y Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN a DRILLER: M.Barber METHOD: Geoprobe DATE: 8/20/13 SCALE: 1"=4' o Depth g a feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) 1 X PAV 4"of Bituminous over 10"of Aggregate Base 0 to 5' a)— 1.2 32"recovery FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, t= trace of Gravel, light brown,moist. _ 0 0 4.0 I c LS LIMESTONE(retrieved as Poorly Graded Gravel with Silt), - € um decomposed to highly weathered, light brown. MI (Weathered Bedrock) 5 to 10' °' _ 11"recovery 1 . 7.0 al o END OF BORING. 18 Water not observed while drilling. IBoring then backfilled. I- I - I m _ _ 1c, IlL� _ Z to D I = U1 Z 7 4 c _ m ' a - o - - m IQ r 7 a a ■ N II II _ 0 Z iz _ Z i7 0 ca LL — _ I � 0 SP-13-05118 Braun Intertec Corporation SB-9 page 1 of 1 BRAUN' LOG OF BORING ' I NTE RTEC Braun Project SP-13-05118 BORING: SBA 0 1 Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction o Various City Streets I Oak Park Heights, MN DRILLER: M.Barber METHOD: Geoprobe DATE: 8/20113 SCALE: 1"=4' C▪U IB Depth o feet Description of Materials BPF WL MC P200 Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % % a PAV 2 1/2"of Bituminous over 8"of Aggregate Base 0 to 5' 1 ti0• 0.9 FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, — 42"recovery • trace of Gravel, brown, moist. Il L 3.0 k• o ML SILT,fine-to medium grained, reddish-brown, moist. — (Glacial Till) E 19 62 I 5 to10' • _ _ 24"recovery B. U Co N Ct N— — N `n 9.0 -layer of Poorly Graded Gravel with Silt at 8 1/2' T 10.0 LS ;T r LIMESTONE weathered, brown,moist. I (Weathered Bedrock) END OF BORING. Water not observed while drilling. I _ Boring then backfilled. _ I ,, _ — 1 m 0 a C r _ _ 2 w Co > U co Z m Q Co _ Co a I 01 0 — m — ti 0 a I F- — 0 I Z 2 I 0 2 0 9 'SP-13-05118 Braun Intertec Corporation SB-10 page 1 of 1 I BRAUN' LOG OF BORING INTERTEC IBraun Project SP-13-05118 BORING: SB-11 Geotechncial Evaluation LOCATION: See attached sketch. y Oak Park Heights Street Reconstruction Io Various City Streets Oak Park Heights, MN N DRILLER: M.Barber METHOD: Geoprobe DATE: 8/20/13 SCALE: 1"=4' as I o Depth o feet Description of Materials BPF WL MC P200 Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % % as I n PAV 3 1/2"of Bituminous over 12"of Aggregate Base 0 to 5' — 1.3 32"recovery FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, 11 I L= brown, moist. a ° 4.0 NI 0 SP- : POORLY GRADED SAND with SILT,fine-to medium grained, I 12 SM layers of Silty Sand, reddish-brown, moist. (Glacial Outwash) 5 to 10' — 37"recovery :;-.- 8 8 I0 a) co I 10.0 END OF BORING. IWater not observed while drilling. Boring then backfilled. I - IN — N m — .. a, T 1 ~ — z W w U Z 7 a m I — o — m .r o a F- - crq 1 C _ Z 3 Z U O m Q I � 0 SP-13-05118 Braun Intertec Corporation SB-11 page 1 of 1 BRAUN' LOG OF BORING j I NTE RTEC Braun Project SP-13-05118 BORING: SB-12 1 Geotechncial Evaluation LOCATION: See attached sketch. Oak Park Heights Street Reconstruction S Various City Streets I Oak Park Heights, MN • DRILLER: M.Barber METHOD: Geoprobe DATE: 8/20/13 SCALE: 1"=4' o Depth , feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) a 0.8 PAV 3"of Bituminous over 6"of Aggregate Base 0 to 5' Co– FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, – 32"recovery 4 trace of Gravel, brown, moist. cu 0• 4.0 SP- POORLY GRADED SAND with SILT,fine-to medium-grained, — SM trace of Gravel, reddish-brown, moist. (Glacial Outwash) 5 to 10' 27"recovery 'C 7.0 o SP POORLY GRADED SAND,fine-to medium-grained, _ reddish-brown, moist. (Glacial Outwash) 10.0 -Gravel layer at 9 1/2' 1 END OF BORING. Water not observed while drilling. I Boring then backfilled. _ O1 _ I0 2 = K u' 7 2 U) m o - o a ▪ – c — 2 2 CD 2 0 m LL J SP-13-05118 Braun Intertec Corporation SB-12 page 1 of 1 I BRAUN' LOG OF BORING I NTE RTEC IBraun Project SP-13-05118 BORING: SB-13 Geotechncial Evaluation LOCATION: See attached sketch. I N Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN B DRILLER: M.Barber I METHOD: Geoprobe DATE: 8/20/13 SCALE: 1"=4' I m o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) I a PAV 5"of Bituminous over 10"of Aggregate Base 0 to 5' a- 1.3 49"recovery FILL r FILL: Poorly Graded Sand with Silt,fine-to medium grained, a— trace of Gravel, reddish-brown, moist. j— i 5.0 -Ash layer (2")at 4 1/2' SP- POORLY GRADED SAND with SILT,fine-to medium-grained, 5 to 10' _ SM trace of Gravel, reddish-brown,moist. 6"recovery n (Glacial Outwash) N 0 N— a, c 10.0 END OF BORING. — IWater not observed while drilling. Boring then backfilled. I r U _ m — T U _ Z W K U, Z a d s _ to a — l7 o — M O Q r r G _ I Z I 9 SP-13-05118 Braun Intertec Corporation SB-13 page 1 of 1 BRAUN' LOG OF BORING I NTE RTEC Braun Project SP-13-05118 BORING: SB-14 , Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN DRILLER: M.Barber METHOD: Geoprobe DATE: 8/20/13 I SCALE: 1"=4' o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) a PAV 3"of Bituminous over 10"of Aggregate Base 0 to 5' _ 1.1 31"recovery FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, a— brown, moist. — L a C 5 to 10' — ♦ 20"recovery • U— — N o N T. 9.0 • SP- POORLY GRADED SAND with SILT,trace of Gravel, 10.0 SM • reddish-brown, moist. 1 (Glacial Outwash) END OF BORING. — Water not observed while drilling. — Boring then backfilled. — .a rn — F- Z — z >I I — — i cG a o ti o — a tDz z z 0 m SP-13-05118 Braun Intertec Corporation SB-14 page 1 0 1 1 BRAUN' LOG OF BORING I I NTE RTEC Braun Project SP-13-05118 BORING: SB-15 Geotechncial Evaluation LOCATION: See attached sketch. y O ak Park Heights Street Reconstruction I o Various City Streets 1 Oak Park Heights, MN DRILLER: M.Barber METHOD: Geoprobe DATE: 8120!13 I SCALE: 1"=4' o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) I x 0.8 PAV 2 1/2"of Bituminous over 7"of Aggregate Base 0 to 5' — FILL , FILL: Poorly Graded Sand,fine-to medium-grained,trace of'5 32"recovery Gravel, reddish-brown, moist. Iy_ -Gravel layer at 5' 00 0 o— c I E 5.0 04 i SP \-Gravel layer at 5' / 5 to 10' _ POORLY GRADED SAND, fine-to medium-grained,trace of 36"recovery o. Gravel, reddish-brown, moist. I y— (Glacial Outwash) 0 0 0- ai cn I 10.0 END OF BORING. IWater not observed while drilling. Boring then backfilled. N rn 00 ' C 0 Z W K ul Z Q ¢ - m II a co N o — m I o ry a i IG = Z Z 0 I � 0 SP-13-05118 Braun Intertec Corporation SB-15 page 1 of 1 BRAUN' LOG OF BORING I NTE RTEC Braun Project SP-13-05118 BORING: SB-16 ' Geotechncial Evaluation LOCATION: See attached sketch. y Oak Park Heights Street Reconstruction •o Various City Streets t Oak Park Heights, MN a DRILLER: M.Barber r METHOD: Geoprobe DATE: 8/22/13 SCALE: 1"=4' as o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) PAV. 2 1/2"of Bituminous over 10"of Aggregate Base 0 to 5' Y) 1.1 29"recovery SP- POORLY GRADED SAND with SILT,fine-to coarse-grained, T.)— SM with Gravel,brown, moist. — (Glacial Outwash) I to II o_ -Poorly Graded Sand layer from 3 1/2 to 4' E_ 5 to 10' — 12"recovery — a) 0 a) 10.0 END OF BORING. — Water not observed while drilling. I Boring then backfilled. U, m _ to Z Z ccim d — 0 o — — m 0 N — — O Z l7 Z <1 Z O m LL — - O O 5P-13-05118 Braun Intertec Corporation SB-16 page 1 of 1 I BRAUN' LOG OF BORING INTERTEC Braun Project SP-13-05118 BORING: SB-17 Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction I o Various City Streets Oak Park Heights, MN -0 DRILLER: M.Barber I METHOD: Geoprobe DATE: 8/22/13 I SCALE: 1"=4' as I 5 Depth S feet Description of Materials BPF WL MC P200 Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % l n PAV 2"of Bituminous over 10"of Aggregate Base 0 to 5' a 1.0 34"recovery o FILL k FILL: Poorly Graded Sand with Silt,fine-to medium grained, — brown, moist. _ ■ Q 3.5 • o— SP POORLY GRADED SAND,fine-to medium grained,trace of _ E Gravel, reddish-brown, moist. I g (Glacial Outwash) 4 4 5 to 10' n — 28"recovery IC— Co a) 0 a>— a> v7 I 10.0 — END OF BORING. IWater not observed while drilling. Boring then backfilled. — I � N m — m I rn _ lg 2 w z 5 l.-3.31 W �I — 7 Q K — m I a ,-, o _ m ti I o N J d r —Ib —Pc z z 3 1 z c9 z 0 m 0 I (9 0 SP-13-05118 Braun Intertec Corporation SB-17 page 1 of 1 BRAUN' LOG OF BORING ' I NTE RTEC Braun Project SP-13-05118 BORING: SB-18 1 Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN -0 DRILLER: M.Barber METHOD: Geoprobe DATE: 8/22/13 I SCALE: 1"=4' o Depth o feet Description of Materials BPF WL MC P200 Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % % PAV 4"of Bituminous over 9"of Aggregate Base 0 to 5' (11_ 1.1 32"recovery FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, — i brown, moist. — fo 3.0 o SP- POORLY GRADED SAND with SILT,fine-to medium grained, o— SM trace of Gravel, brown, moist. (Glacial Outwash) 5 to 10' >— 32"recovery a) 0 8.0 in SP POORLY GRADED SAND,fine-to medium grained, brown, moist. 10.0 (Glacial Outwash) 4 4 1 END OF BORING. Water not observed while drilling. I Boring then backfilled. 0, - 1 o z• _ it Co U 00 > _ z D C• _ — m a — ,ti 0 o M o a t- — O — — z m O 0 SP-13-05118 Braun Intertec Corporation SB-18 page 1 of 1 I BRAUN' LOG OF BORING I NTE RTEC IBraun Project SP-13-05118 BORING: SB-19 Geotechncial Evaluation LOCATION: See attached sketch. I ... Oak Park Heights Street Reconstruction o Various City Streets Oak Park Heights, MN DRILLER: M.Barber METHOD: Geoprobe DATE: 8/22/13 f SCALE: 1"=4' m o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) In PAV 4 1/2"of Bituminous over 13"of Aggregate Base 0 to 5' 1.5 36"recovery _ FILL FILL: Poorly Graded Sand with Silt,fine-to medium grained, _ I1 brown, moist. t:r SA 0 4.0 CL ro LEAN CLAY,trace of Gravel, brown, moist. I E� 5.0 (Glacial Till) T SC CLAYEY SAND,fine-to medium grained,trace of Gravel, iron 5 to 10' — staining, brown, moist. 60"recovery 0,I ii •a (Glacial Outwash) 0 Oa) I10.0 / — END OF BORING. IWater not observed while drilling. Boring then backfilled. I _ IN� m _ a, O` I ~ O l7 Z w C > zI 0 Q K — a, I a — — o — m Io a N I G _ _ z 3 _ 1Z Z S m 0 _ I9 0 SP-13-05118 Braun Intertec Corporation SB-19 page 1 of 1 BRAUN' LOG OF BORING NTE RTEC Braun Project SP-13-05118 BORING: SB-20 Geotechncial Evaluation LOCATION: See attached sketch. N Oak Park Heights Street Reconstruction o Various City Streets ' B Oak Park Heights, MN DRILLER: M.Barber I METHOD: Geoprobe DATE: 8/22/13 SCALE: 1"=4' co o Depth t o feet Description of Materials BPF WL MC P200 Tests or Notes c 0.0 Symbol (Soil-ASTM 02488 or 02487,Rock-USACE EM1110-1-2908) % °!o a PAV 3 3/4"of Bituminous over 12"of Aggregate Base 0 to 5' — 1.3 28"recovery FILL o FILL: Poorly Graded Gravel with Silt,fine-to medium grained, _ brown,moist. a 0 — 3 12 I- 5to10' >_ 22"recovery m a) • O d— a) c 10.0 10 4 1 END OF BORING. Water not observed while drilling. I Boring then backfilled. I _ co U' >I z m — m a — o o I G _ t 0 2 z Z to z 0 m o — 9 ASP-13-05118 Braun Intertec Corporation SB-20 page 1 of 1 I BRAUN' LOG OF BORING INTERTEC IBraun Project SP-13-05118 BORING: SB-21 Geotechncial Evaluation LOCATION: See attached sketch. -, Oak Park Heights Street Reconstruction E Various City Streets Oak Park Heights, MN — DRILLER: M.Barber I METHOD: Geoprobe DATE: 8/22/13 I SCALE: 1"=4' ca I o Depth o feet Description of Materials BPF WL Tests or Notes c 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USAGE EM1110-1-2908) I n PAV 4 3/4"of Bituminous over 11"of Aggregate Base 0 to 5' °'— 1.3 40"recovery FILL FILL: Poorly Graded Gravel with Silt,fine-to medium grained, I brown,r moist. N a 0 4.0 OS c SP- POORLY GRADED SAND with SILT,fine-to medium-grained, - SM trace of Gravel, reddish-brown, moist. (Glacial Outwash) 5 to 10' - 36"recovery .a -6"Lean Clay layer at 6' Ii) 0 -Gravel layer at 8' co 10.0 END OF BORING. IWater not observed while drilling. Boring then backfilled. IN M — iii I f z D Q C' [O IR. R. W 0 — "' o IN 2 'F, — v1 0 0 z Co - z z o Co 0 - O I0� SP-13-05118 Braun Intertec Corporation SB-21 page 1 of 1 Descriptive Terminology BRAUN i N p o ogy f Soil o Standard D 2487 -00 I NT E RT EC ( „0 Classification of Soils for Engineering Purposes ° � ;; (Unified Soil Classification System) I Criteria for Assigning Group Symbols and Soils Classification Particle Size Identification Group Names Using Laboratory Tests a Group Boulders over 12" Symbol Group Name° Cobbles 3"to 12" o Gravels Clean Gravels C.>4 and 1<C.< 3 C GW Well-graded gravel a Gravel c More than 50%of 5%or less fines e C°<4 and/or 1 >C°>3° GP Poorly graded gravel a Fine No.No.40tto 3/4" u)c at coarse fraction .o 2 > retained on Gravels with Fines Fines classify as ML or MH GM Silty gravel a 19 Sand c m.w No. 4 sieve More than 12%fines e Fines classify as CL or CH GC Clayey gravel a fg Coarse No.4 to No.10 wo 0 p `r orn N Sands Clean Sands C.Z 6 and 1 <C. <3° Medium No.10 to No.40 SW Well-graded sand" 4 Fine No.40 to No.200 L o 50%or more of 5%or less fines' C.<6 and/or 1>Cc>3 C SP Poorly graded sand h Silt <No.200,PI<4 o A-- coarse fraction below"A"line o m passes Sands with Fines Fines classify as ML or MH SM Silty sand g n o o p Clay <No.200,Plz4a E No. 4 sieve More than 12%' Fines classify as CL or CH SC Clayey sand rgh on or above"A"line at y Inorganic PI>7 and plots on or above"A"line 1 CL Lean clay k'm m-- Silts and Clays , Relative Density of PI<4 or plots below"A"line ML Silt k'm o m d Liquid limit Cohesionless Soils v m w less than 50 Organic Liquid limit-oven dried < 0 75 OL Organic clay k'm n e io o Liquid limit-not dried OL Organic silt k'm° Very loose 0 to 4 BPF m o N PI plots on or above"A"line CH Fat clay k m Loose 5 to 10 BPF Q'E d Silts and clays Inorganic Medium dense 11 to 3D BPF d o z Liquid limit PI plots below"A"line MH Elastic silt k'm I q Dense 31 to 50 BPF a o 50 or more Organic Liquid limit-oven dried < 0 75 OH Organic clay k'm° Very dense over 50 BPF in Liquid limit-not dried OH Organic silt k'm a Highly Organic Soils Primarily organic matter,dark in color and organic odor PT Peat Consistency of Cohesive Soils a Based on the material passing the 3-in(75mm)sieve. Very soft 0 to 1 BPF I b. If field sample contained cobbles or boulders,or both,add"with cobbles or boulders or both"to group name. Soft 2 t0 3 BPF c. C° = Dom!Di, Cc=(D30)2 Rather soft 4 to 5 BPF Medium 6 to 8 BPF D°x D,,, Rather stiff 9 to 12 BPF d If soil contains15%sand,add with sand"to group name. e. Gravels with 5 to 12%fines require dual symbols: Stiff 13 to 16 BPF GW-GM well-graded gravel with silt Very stiff 17 to 30 BPF GW-GC well-graded gravel with clay Hard over 30 BPF GP-GM poorly graded gravel with silt GP-GC poorly graded gravel with clay f. If fines classify as CL-ML,use dual symbol GC-GM or SC-SM. I g. If fines are organic,add"with organic fines"to group name. h. If soil contains 15%gravel,add"with gravel"to group name. i. Sands with 5 to 12%fines require dual symbols: Drilling Notes SW-SM well-graded sand with silt SW-SC well-graded sand with clay Standard penetration test borings were advanced by 3 1/4"or 6 1/4" SP-SM poorly graded sand with silt ID hollow-stem augers unless noted otherwise,Jetting water was used 1 SP-SC poorly graded sand with clay to clean out auger prior to sampling only where indicated on logs. j. if Atterberg limits plot in hatched area,soil is a CL-ML,silty clay. Standard penetration test borings are designated by the prefix "ST" k If soil contains 10 to 29%plus No.200,add"with sand"or"with graver whichever is predominant. Tube Allssamples eretakenwiththestandard2"ODs split-tube I. If soil contains 30%plus No.200,predominantly sand,add"sandy"to group name. (Split ) P P rrt. If soil contains 30%plus No.200 predominantly gravel,add"gravelly"to group name. sampler,except where noted. n. PI 4 and plots on or above"A"line. o. PI<4 or plots below"A"line. Power auger borings were advanced by 4"or 6"diameter continuous- p. PI plots on or above'A"line. flight,solid-stem augers.Soil classifications and strata depths were in- q. PI plots below"A"line. ferred from disturbed samples augered to the surface and are,therefore, somewhat approximate. Power auger borings are designated by the 60 prefix"B." 50 ■ Hand auger borings were advanced manually with a 1 1/2"or 3 1/4" ���f diameter auger and were limited to the depth from which the auger could �. ,J / �`3 be manually withdrawn, Hand auger borings are indicated by the prefix d40 . , O� 0.1%. x oA 0 ∎' cr., BPF: Numbers indicate blows per foot recorded in standard penetration C 30 - ' test,also known as"N"value. The sampler was set 6"into undisturbed ■ soil below the hollow-stem auger. Driving resistances were then counted i for second and third 6"increments and added to get BPF. Where they o ' di,. differed significantly,they are reported in the following form: 2/12 for the en R 20 / o‘ second and third 6"increments,respectively. EC .' G>' MH or OH WH:WH indicates the sampler penetrated soil under weight of hammer 10 - . and rods alone;driving not required. 7 ML or OL 4 . ���� ���� 1 WR: WR indicates the sampler penetrated soil under weight of rods 0 1 alone;hammer weight and driving not required. 0 10 16 20 30 40 50 60 70 80 90 100 110 I TW indicates thin-walled(undisturbed)tube sample. Liquid Limit(LL) Laboratory Tests Note: All tests were run in general accordance with applicable ASTM standards. OD Dry density,pcf OC Organic content,% I WD Wet density, pcf S Percent of saturation,% MC Natural moisture content, % SG Specific gravity LL Liqiuid limit,% C Cohesion,psf PL Plastic limit,% 0 Angle of internal friction P1 Plasticity index, % qu Unconfined compressive strength,psf P200 %passing 200 sieve qp Pocket penetrometer strength,tsf Rev.7/ I BIDDER: /ICA.rjr(U95/ 2ne. Cit Stantec IDOCUMENT 00 41 10 BID FORM I 2014 STREET RECONSTRUCTION PROJECT NO. 193801994 OAK PARK HEIGHTS,MINNESOTA 2014 I THIS BID IS SUBMITTED TO: City of Oak Park Heights 14168 Oak Park Boulevard Oak Park Heights,MN 55082 1.01 The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and Iwithin the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Instructions to Bidders,including without limitation those dealing with the disposition of Bid Security. The Bid will remain subject to acceptance for 60 days after the Bid Opening,or for such I longer period of time that Bidder may agree to in writing upon request of Owner. 3.01 In submitting this Bid,Bidder represents that: I A. Bidder has examined and carefully studied the Bidding Documents,the other related data identified in the Bidding Documents,and the following Addenda,receipt of all which is hereby acknowledged: Addendum Letter Addendum Date I 4$ Cie raw-�j /ST 2.O i Z. Pe r'uc= y L ` /Y 2 G 1/ I B. Bidder has visited the Site and become familiar with and is satisfied as to the general,local,and Site conditions that may affect cost,progress,and performance of the Work. IC. Bidder is familiar with and is satisfied as to all federal,state,and local Laws and Regulations that may affect cost, progress,and performance of the Work. D. Bidder has carefully studied all: (1)reports of explorations and tests of subsurface conditions at,or contiguous to,the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at,or contiguous I to,the Site (except Underground Facilities)which have been identified in SC-4.02,and (2)reports and drawings of Hazardous Environmental Conditions that have been identified in SC-4.06. E. Bidder has obtained and carefully studied(or accepts the consequences for not doing so)all additional or I supplementary examinations,investigations,explorations,tests,studies,and data concerning conditions(surface, subsurface,and Underground Facilities)at,or contiguous to,the Site which may affect cost,progress,or performance of the work or which relate to any aspect of the means,methods,techniques,sequences,and procedures of construction to be employed by Bidder,including applying the specific means,methods,techniques,sequences, I and procedures of construction expressly required by the Bidding Documents to be employed by Bidder,and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations,investigations,explorations,tests,studies,or data are I necessary for the determination of this Bid for performance of the Work at the price(s) Bid and within the times and in accordance with the other terms and conditions of the Biddina Documents. G. Bidder is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Bidding Documents. IH. Bidder has correlated the information known to Bidder,information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents,and all additional examinations,investigations, explorations,tests,studies,and data with the Bidding Documents. I I. Bidder has given Engineer written notice of all conflicts,errors,ambiguities,or discrepancies that Bidder has discovered in the Bidding Documents,and the written resolution thereof by Engineer is acceptable to Bidder. ©2014 Stantec 1 193801994 00 41 10-I BID FORM I I J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently,without consultation,communication,or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner,or Engineer at the Owner's direction,to undertake an investigation and submit an evaluation concerning Bidder's responsiveness,responsibility,and qualifications before awarding a contract. Bidder hereby waives any and all claims,of whatever nature,against Owner,Engineer and their employees and agents,which arise out of or relate to such investigation and evaluation,and statements made as a result thereof,except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. I Nnthinn in this norm-worth is intanciarl to rcatric-t Ridrlar's rinhts to rhnllenna n rnntrnnt nursunnt to low. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s)set forth below and have been computed in accordance with Paragraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with Paragraph 11.03.8 of the General Conditions Bidder acknowledges that estimated quantities are not guaranteed,and are solely for the purpose of comparison of Bids,and final payment for all Unit Price Bid items will be based on actual quantities provided,determined as provided in the Contract Documents. No. Item Units Qty Unit Price Total Price BASE BID: p PART 1 -STREETS �' a 1 MOBILIZATION LS 1 $/gg06,..3 $ /34-/) I?(`�3 2 TRAFFIC CONTROL LS 1 $5%'32‘ Go $ 5 U , 43 3 TEMPORARY MAIL LS 1 $L-1 U 12-190 $L_l t.1a, 1C) I 4 INLET PROTECTION EA 34 $ 6 CI ° 5 2. $2_, C3,6 � ` ` 5 SILT FENCE,TYPE MACHINE SLICED LF 1400 $ Z+v L/ $ v 5 0 I 6 REMOVE LANDSCAPING LS 1 $ S31/26 2 $ 53 Li 2 G (i 7 REMOVE SIGN EA 50 $ 3� 't� $ l 6o-(r s o 8 REMOVE STREET SIGNS EA 21 $ 53J U $4 L3r 0 O I 9 SALVAGE AND REINSTALL SIGN EA 55 $ G (1, ( 2 $3521,35 10 REMOVE TREE EA 45 $ 3 2 o t + l L 3 ' 70 1 ©2014 Stantec 1 193801994 00 41 10-2 BID FORM w i I I 11 REMOVE RETAINING WALL LS 1 $` aV yr 60 $320 , 6:0 I 12 REMOVE BOLLARDS LS 1 $ I L7197 35 $ 1 (-117, 35 13 CLEARING AND GRUBBING,INCLUDING LARGE STUMP LS 1 $ 051. 97 $ 69Slr9 1 REMOVAL Lj�j �i 14 REMOVE BITUMINOUS PAVEMENT SY 41300 $ /1 3 ) $ 5 ?l `/ 7, 15 SAWING BITUMINOUS PAVEMENT-STREET LF 720 $ 2 .26 $ 1627, w I iAS?, C) 1 b REMOVE CONCRETE CURB& LF 8480 $ j $ �j V I17 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 2100 $ 3, 2. / $ 6 ` -`l ,00 18 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 480 $ 3t2- { $ ],51-10.F0 1 19 REMOVE CONCRETE WALK SF 1000 $ 0 t53 $ 50, 00 20 REMOVE GRAVEL DRIVEWAY SY 260 $ /+ 0 7 $ 2,7 2.0 1 ? 21 COMMON EXCAVATION(P) CY 22270 $ r-7, -2s $ 3, 2_GO, 60 I22 SUBGRADE EXCAVATION(CV) CY 4800 $ 7: ?3' $ 3 `. 31111.0o 23 AGGREGATE BASE,CLASS 5 TN 24900 $ 2 9 / $ 196/959, 0 I24 SELECT GRANULAR BORROW (MODIFIED) TN 9500 $ 6 t 9 5 $ 6G o a . v v I 25 4"PVC PERFORATED DRAIN TILE,WITH COARSE FILTER LF 2500 $ %)(6 $ 1, f L/, �� AGGREGATE AND FILTER FABRIC 2 i 5-2 $ 6164 73.26 BITUMINOUS MATERIAL FOR TACK COAT GAL 1775 $ I 27 TYPE SP 12.5 NON-WEARING COURSE MIXTURE(2,B) TN 3220 $ O 2,00 $ !1 6'Z ae a 0' 28 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TN 3220 $ 7 ` " G $ Z2 v'.c a`�•° 0 1 29 TYPE SP 9.5 BITUMINOUS MIXTURE FOR DRIVEWAYS(2,B) TN 365 $ � " ® $ 2, ZS, 30 TYPE SP 9.5 BITUMINOUS MIXTURE FOR TRAIL(2,8) TN 60 $ 75, 00 $ (-1500,00 31 6"CONCRETE DRIVEWAY SF 3050 $ 51a ) $ /613c/S0 I 32 B618 CONCRETE CURB AND GUTTER LF 1480 $ 9 v `i cl $ 1 ,463 2. 2..o 33 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 23980 $ ( + i Li $ 2- 19,1 2?. 2_0 I34 CONCRETE WALK SF 2000 $ LI e -2C $ /510 c I35 CONCRETE PEDESTRIAN RAMP SF 200 $ $ i 2 9 $ /05q',0 0 36 TRUNCATED DOME SURFACE SF 60 $ 3 2, i O ! $ 1 9 2-5, / I 37 SEEDING,INCLUDING SEED,FERTILIZER,AND WOOD SY 900 $ FIBER BLANKET L l $ a133,00 I ©2014 Stantec 1 193801994 00 41 10-3 BID FORM I I 38 HYDROSEED WITH MULCH SY 28600 $ 1 1 0 5\ $ 30/C5g8,oei 39 SELECT TOPSOIL BORROW CY 1570 $ 1 9'°V $ 2--9, 2,' -'0 I 40 SIGN PANELS SF 58 $ 32 LI 'S $ 2-1 ?0„,li I 41 STREET NAME BLADE SIGNS EA 21 $ 336,90 $ 70211.90 42 12"SOLID WHITE STOP BAR LF 215 $ ii 2 $ 1 3w0,, 30 I 43 STREET SWEEPER(WITH PICKUP BROOM) HR 1 $ 1 5 if I $ 1 33$31 i 0 4 Ill TOTAL PART 1 STREETS irriC• A I 41 I 1 / PART 2:WATER MAIN 44 TEMPORARY WATER SERVICE LS 1 $ /5 50 a a 15, 50itz LI 45 REMOVE WATER MAIN LF 7150 $ $ t-i2.o1/2,,0 o I r 46 ABANDON WATER MAIN LF 950 $ / 2_, 30 $ I / GS">, 0® I 47 REMOVE WATER SERVICE LF 2425 $ 2..6 7 $ 6,4711, 7$ 48 REMOVE HYDRANT EA 14 $ 2-Ki/ $ I ?Li I 49 REMOVE VALVE AND BOX EA 31 $ 1 063(7cS $ 331,5 50 ROCK EXCAVATION-WEATHERED CY 60 $ 10,6,95 $ 6 'JI ,o o I 51 ROCK EXCAVATION-HARD CY 30 $ 1 ? 3, 9 $ wo/ 0. 707 I 52 SAND CUSHION LF 700 $ 2 , 0 $ / ‘,69, 00 53 IMPROVED PIPE FOUNDATION LF 815 $ 3 i —2 Li $ 30L-6etio I 54 CONNECT TO EXISTING WATER MAIN EA 11 $ q62,. 53' $ 10,581: 33' , 55 6"DIP WATER MAIN,CLASS 52 LF 6010 $ 3 5-, 3'3 $ 2 1 33'.' 30 I 56 8"DIP WATER MAIN,CLASS 52 LF 2840 $ 9 21 7 S" $ 1 2 1 L115, z a 57 DIRECTIONAL DRILL 6"PVC,C900 WATER MAIN, LF 620 $ 55,g2. $ 3 cii ai-i, Li o INCLUDING DUAL TRACER WIRE 58 6"GATE VALVE AND BOX EA 38 $ / 2_29, % $ 1-16 73g, i-i / I 59 8"GATE VALVE AND BOX EA 9 $ I652 7 ' $ /4 /2.of 02 60 WATER MAIN OFFSET-6" EA 4 $ 3369, 03 $ 131-12C, 1 2. 1 61 WATER MAIN OFFSET-8" EA 3 $ 3952 2 '2$ I/ 2 1, i$-1 I ,i ©2014 Stantec 1 193801994 00 41 10-4 BID FORM II I I62 HYDRANT EA 21 $36 v IS U I $ ?Ng?, 69 63 ADJUST HYDRANT EA 5 $ 7 3 2,G e' $36,63, 15 64 DUCTILE IRON FITTINGS LB 4160 $ '7' 3 3 $ 3 vif ` 92.S O 1 65 INSULATION-4"THICK SY 240 $ L-d 5, LI C $ I G 9 `0' q d 66 1"CORPORATION STOP EA 99 $44791-6— '7°/�' $ 19/5 a5.o / r 19/vuz 67 1"CURB STOP AND BOX EA 99 $ 315,5 l $ 3 /i a 35.419 1 68 1"TYPE"K"COPPER PIPE LF 2750 $ 161 3 V $ 727L-1190,®0 69 2"CORPORATION STOP EA 2 $ 1-5'1, 21 $ 3G s g 1 70 2"CURB STOP AND BOX EA 2 $ C1-0, 22 $ r 2v3r0q 71 2"TYPE"K"COPPER PIPE LF 130 $ 35,g? $ (4657,90 7 2 CONNECT TO EXISTING WATER SERVICE EA 92 $2-6?• 38 $ a 5w+9e 73 DIRECTIONAL DRILL 1"COPPER WATER SERVICE LF 500 $ Hei, 2.0 $2-t COO'00 74 WATER SERVICE CONNECTION INSIDE HOME EA 8 $ 1 GC 'I 30 $ 1 2_) 3 1-i,/4 0 1 75 REPLACE WATER METER EA 8 $ t5 5 d 63 $ 05'1'15 1 °� ITOTAL PART 2 WATER MAIN $ o ?j 92- 6ir I PART 3:SANITARY SEWER 76 REMOVE SANITARY SEWER CASTING AND RINGS EA 50 $ 10/.6 f 1 $ 5O $& 77 REMOVE SANITARY SEWER PIPE LF 380 $ 1 % 35 $ 2_O 3?t o o 78 ABANDON SANITARY MANHOLE EA 3 $ 625,N- $ 0 0 ?y C i I79 ABANDON SANITARY SEWER PIPE LF 200 $ f 3 e 3 2 $ 2_67 Li'0 d 80 BULKHEAD SANITARY SEWER PIPE EA 1 $ tRI 2-9 $ 1-17'1,29 I81 REMOVE SANITARY MANHOLE EA 22 $ 5 -2C at/ $ i 2 91- /, Z u 82 8"PVC SANITARY SEWER PIPE-SDR 26 LF 215 $ 3 2.i3 s $ 6955, 2-1 83 10"PVC SANITARY SEWER PIPE-SDR 26 LF 190 $ 35 ' ✓6 $ 6 737, 110 1 84 CONNECT TO EXISTING SANITARY SEWER PIPE EA 39 $ 3'55 S∎63 $ ? 3 36 9► 5 ? 85 8"X4"PVC WYE EA 9 $ 2? 5e $ 2.502, 72 I I ©2014 Stantec 1 193801994 00 41 10-5 BID FORM I I 86 4"PVC SANITARY SEWER SERVICE PIPE LF 310 $ 2-5,(3 $ S-02-2 ,V) 87 CONNECT TO EXISTING SEWER SERVICE EA 9 $ 3 3j,0 0 $ 3032, l0 I 88 IMPROVED PIPE FOUNDATION LF 70 $ tlt 25c $ i 9.Cam" L 1 89 4'DIAMETER SANITARY SEWER MH EA 23 $ {S ','e S Z$ GV ('J"G 6 ( 6 90 4'DIAMETER SANITARY SEWER MH WITH OUTSIDE DROP EA 1 $ )02-140, 78'$ /0,ZLjOc 28 91 SANITARY MANHOLE OVERDEPTH LF 77 $ 2_9t-if 12 $ 2,2.611 7, aV 92 FURNISH&INSTALL NEW SANITARY MH CASTING AND EA 26 $ £141, ?2 $ 166951-f, ",` 2 I RINGS j�[r' 93 SEWER REHABILITATION WITH CIPP,8" LF 1580 $ 2 O�( J r 2_ $ L G-f. ©03,I/ I 94 SEWER REHABILITATION WITH CIPP,9" LF 1574 $ 2.—60 $ '" `i ge}s k 1' 0 TOTAL PART 3:SANITARY SEWER $32-6, 57a: 05 I PART 4:STORM SEWER f I 95 REMOVE STORM SEWER CASTING AND RINGS EA 41 $ t 01.61 $ J� 1C C,0 J 96 REMOVE STORM SEWER MH OR CATCH BASIN EA 29 $ 3714, 3y $ /Cii is,S $3( I 97 REMOVE STORM SEWER PIPE LF 647 $ / 2, 30 $ 7 7 S E I 0 98 12"RCP STORM SEWER,CL 5 LF 800 $ 'i 1 7 y $ • z ii ??2 ,00 I 99 15"RCP STORM SEWER,CL 5 LF 1065 $ 2 qa 3V $ ?a l 2 +/3 3 /, 3`Z 1 100 18„RCP STORM SEWER,CL 5 LF 1590 $ $ 50,5 /q 3+ � 101 21”RCP STORM SEWER,CL 4 LF 95 $ 32: 2) $ 35t10.65 I �.�., L12 2,5'2 1476?, o 102 24"RCP STORM SEWER,CL 4 LF 70 $ $ t l OR CBMH EA 44 U 103 4'DIAMETER STORM SEWER MH O C $ $ Q _t 104 5'DIAMETER STORM SEWER MH OR CBMH EA 2 $ 2-0 '(5 t 5 / $ 1'/2 1, I S( Q� � 1 � 105 6'DIAMETER STORM SEWER MH OR CBMH EA 2 $ 2?3'0,r $ .5 1,5S 106 7x3'CATCH BASIN EA 32 $ 1 7 'I/ ` 3 $ SC L1 / ) C I 107 18"RCP FLARED END SECTION EA 1 $ cg 1 5/ $ 5g1 , 5 ) 108 24"RCP FLARED END SECTION EA I $ g'02; /5 $ O,2 1 I 109 FURNISH&INSTALL NEW STORM SEWER CASTINGS-MH EA 6 $ ?27 a V $ L I3 ( 1 Gg' 1 to 2014 Stantec 1 193801994 00 41 10-6 BID FORM I I 110 FURNISH&INSTALL NEW STORM SEWER CASTINGS-CB EA 6 $ q-�g'' $ 1-1973, 3 'i I1 1 1 CONNECT TO EXISTING STORM SEWER PIPE EA 18 $ ` // 77 $ )11° / v G 112 CONNECT TO EXISTING STORM STRUCTURE EA 7 $ c`' tl : + 3 $ L' 3"tii n 1 113 CONNECT TO STRUCTURE(DRAINTILE) EA 92 $ 3 l$ 51 $ Z7O202 114 DRAINAGE SWALE GRADING LS 2 $ ` V i(i_` $ 2-566, I 115 CLASS III RIP RAP CY 30 $ 77. 0/ $ 2310,30 2 TOTAL PART 4:STORM SEWER $ 3 J g 525, 36 IPART 5:STAGECOACH TRAIL NORTH-WATER MAIN IMPROVEMENTS /33G ,�� / 3'36,92 116 TEMPORARY WATER SERVICE-STAGECOACH TRAIL LS 1 $ $ I WATER MAIN IMPROVEMENTS j/�� 117 TRAFFIC CONTROL-STAGECOACH TRAIL WATER MAIN LS 1 $ 3 i�/ I°6 S $ 3 i 0r,6,5 IMPROVEMENTS p t ? 5'0,00 I118 REMOVE BITUMINOUS PAVEMENT SY 2000 $ G1 Q $ �{(�) 119 SALVAGE AND REINSTALL AGGREGATE BASE SY 2000 $ F i 39 $ �`'' v r 0 0 I120 AGGREGATE BASE,CLASS 5 TN 250 $ (93' $ 2 2.i S, o 121 REMOVE WATER MAIN LF 1025 $ 5 ,S1 $ 602).00 1 122 ABANDON WATER MAIN LF 930 $ I 2` -G e $ 1 1 s w?°507 I 123 REMOVE WATER SERVICE LF 200 $ 2. c C 7 $ 5314,00 '314' ` 0 2- 13,91 124 REMOVE HYDRANT EA 4 $ $ S5.C I125 ABANDON HYDRANT EA 2 $ 1 3 .91 $ �/2 7a v 126 REMOVE VALVE AND BOX EA 7 $ /06t9. 7 $ Y" !•65 I127 ROCK EXCAVATION-WEATHERED CY 20 $ l 06,1-5 $ N2-139a00 I 128 ROCK EXCAVATION-HARD CY 20 $ 13 ?i6) 9 $ 2_62,3+co o 129 SAND CUSHION LF 200 $ a t6 7 $ 5 /, 130 IMPROVED PIPE FOUNDATION LF 40 $ i 716 $ G L--/960 131 CONNECT TO EXISTING WATER MAIN EA 2 $ c/C2 t 5t/ $ i 1 2, / I132 6'DIP WATER MAIN,CLASS 52 LF 330 $ 35,(3"3 $ l i -23, /0 133 8"DIP WATER MAIN,CLASS 52 LF 720 $ (-1 2, 23' $ 30 S'0 ` CO I ©2014 Stantec 1 193801994 00 41 10-7 BID FORM I I 134 6"GATE VALVE AND BOX EA 4 $1229,9,6) $ t- 1Iais i 135 8"GATE VALVE AND BOX EA I $ iGS�: )t� $ )657, 29' I 136 HYDRANT EA 2 $ 367i$'9 $ / 379, 79 I 137 ADJUST HYDRANT EA 1 $ ?i33?2+6,� $ -232_,C 3 138 DUCTILE IRON FITTINGS LB 500 $ $ 36C5, 00 ' 139 INSULATION-4"THICK SY 0 $ 50,c0 $ C' 0 140 1"CORPORATION STOP EA 5 $ t T 2t $ 9 1 4t.3 O I 141 1"CURB STOP AND BOX EA 5 $ 315, 5/ $ /s ` ?,Y I 142 1"TYPE"K"COPPER PIPE LF 225 $ 2-Ct Li 2 $ 755 ?s' 143 CONNECT TO EXISTING WATER SERVICE EA 5 $ 2-G ?, 3?"- $ 13 . 6', Yo I 144 SEWER REHABILITATION WITH CIPP,9" LF 400 $ ZG, CO $ 1 0 `i G, a D' TOTAL PART 5:STAGECOACH TRAIL NORTH-WATER MAIN $ I a 1 t 26,0 ? 1 IMPROVEMENTS ALTERNATE 1 -VALLEY VIEW PARK ENTRANCE ROAD I 145 MOBILIZATION LS 1 $ 3 0° 0,cos 3000-7' 0 146 TRAFFIC CONTROL LS 1 $ S 3'4, 27 $ 53'1- 77 1 147 REMOVE STORM SEWER LF 160 $ 12_1 3 0 $ [' / q-•t,J a 148 RECLAIM BITUMINOUS PAVEMENT SY 4801 $ 1 t 1g7 $ J C645 . 4 t 149 SAWING BITUMINOUS PAVEMENT-STREET LF 115 $ • t CC $ 905,90 150 AGGREGATE BASE,CLASS 5 TN 650 $ v t.5 6 $ 5 54"q 151 BITUMINOUS MATERIAL FOR TACK COAT GAL 275 $ 2 ,2- S $ /1', 7 I 152 TYPE SP 12.5 NON-WEARING COURSE MIXTURE(2,B) TN 410 $ 6 II 0 0 $ 25 o/a.00 00 I 1`7 0 0 1! (0, 153 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C) TN 410 $ 71,0 / �(' 154 15"RCP STORM SEWER,CL5 LF 70 $ ?A°. I,1 $ d ' v 3 «n 1 155 18"RCP STORM SEWER,CL 5 LF 30 $ 3 I %V2, $ c15��:cl.� 156 21"RCP STORM SEWER,CL 4 LF 60 $ 322 7 $ 2. 3 CI Zo 157 15"RCP FLARED END SECTION EA 2 $ 515°`R r $ 1 t ( /.62. r ©2014 Stantec 1 193801994 00 Al 10-8 BID FORM { I I / 5( d. 158 18"RCP FLARED END SECTION EA 2 $ 5` (/ $ /( �3 ''- 159 21"RCP FLARED END SECTION EA 2 $ GO (CI/.� $ /v C7q 160 SEEDING,INCLUDING SEED,FERTILIZER,AND WOOD SY 2500 $ / $ .3 S'`00 I FIBER BLANKET � 161 SELECT TOPSOIL BORROW CY 300 $ `l l j $ �7/� ✓ 162 SIGN PANELS SF 13 $ 7 - $ g`�' 163 12"SOLID WHITE STOP BAR LF 25 $ /S $ 151© I164 STREET SWEEPER(WITH PICKUP BROOM) HR 5 $ /✓ f $ TOTAL ALTERNATE 1 -VALLEY VIEW PARK ENTRANCE $ 975-4, I ROAD ALTERNATE 2-STAGECOACH TRAIL NORTH TO PERKINS AVENUE I NORTH-WATER MAIN IMPROVEMENTS ' 165 MOBILIZATION LS 1 $69,210 $ `i 7 '-'7 7 7 77 166 TRAFFIC CONTROL LS 1 $ _ $ ( - - 167 REMOVE TREE EA 3 $ $ �j�oa 168 REMOVE WATER MAIN LF 250 $ $ /4-77 7 0 169 IMPROVED PIPE FOUNDATION LF 25 $ °:1� $ /C-7 - 170 6"DIP WATER MAIN,CLASS 52 LF 250 $ ✓ e3 $ ('�7� 171 DUCTILE IRON FITTINGS • LB 200 $ 7 V $ /�Y'"a J 172 PATCH GRAVEL ACCESS/DRIVEWAY SY 315 $ 31 $ //� I173 SEEDING,INCLUDING SEED,FERTILIZER,AND WOOD SY 800 $ � /a `/$ / ° FIBER BLANKET J(3"-- -174 HYDROSEED WITH MULCH SY 800 $ / $ / 175 SELECT TOPSOIL BORROW CY 150 $ /2) $ ev.2-eF.5-4, I TOTAL ALTERNATE 2-STAGECOACH TRAIL NORTH TO PERKINS $ / �! '�- AVENUE NORTH-WATER MAIN IMPROVEMENTS IALTERNATE 3-WEAR COURSE PAVING IN 2015 174 MOBILIZATION LS 1 $ r c $ c cl t) 175 TRAFFIC CONTROL LS 1 $ / -S--- $ /‘P 4 ---5.-- 176 ADJUST FRAME,RING,AND CASTING EA 60 $ '16.-- $ 4?-,7 I I0 2014 Stantec 1 193801994 00 41 10-9 BID FORM I I _ 177 ADJUST VALVE BOX EA 52 ( © � � 178 DEDUCT BITUMINOUS MATERIAL FOR TACK COAT-BASE GAL -1775 $ d o7 $ " 3 < 74 - I BID ITEM#26 70 - - ? y�U 179 DEDUCT TYPE SP 12.5 WEARING COURSE MIXTURE(2,C)- TN -3220 $ $ BASE BID ITEM#28p 180 BITUMINOUS MATERIAL FOR TACK COAT-2015 GAL 1775 $ '� $ - T 181 TYPE SP 12.5 WEARING COURSE MIXTURE(2,C)-2015 TN 3220 $ 7g $ 0-3-5i PI 5 7 182 12"SOLID WHITE STOP BAR LF 215 $ $ /377 TOTAL ALTERNATE 3-WEAR COURSE PAVING IN 2015 $ /_0� = I BASE BID SUMMARY: -- TOTAL PART 1 STREETS $/ e200 SS/ TOTAL PART 2 WATER MAIN $ -p / I9,a- OS' TOTAL PART 3:SANITARY SEWER $ 3u TOTAL PART 4:STORM SEWER $ . 6 ,57:?-5-- es TOTAL PART 5:STAGECOACH TRAIL NORTH-WATER $ /�/. .t=24; 7 I MAIN IMPROVEMENTS 3 TOTAL BASE BID $ f 2.. _] ey,6 TOTAL ALTERNATE 1 -VALLEY VIEW PARK ENTRANCE ROAD $ ! /.. 74P 1 6 TOTAL ALTERNATE 2-STAGECOACH TRAIL NORTH TO PERKINS AVENUE NORTH-WATER MAIN $ ca 9/L '- IMPROVEMENTS SO TOTAL ALTERNATE 3-WEAR COURSE PAVING IN 2015 $ fVe? ------ I I I I I > 1©2014 Stantec 1 193801994 00 41 10-10 BID FORM 5 I I I 6.01 Bidder agrees that the Work will be Substantially Completed and completed and ready for Final Payment in accordance with Paragraph 14.07.8 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. I6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above,which shall be stated in the Agreement. I7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of 5 percent. I8.01 The terms used in this,Bid with initial capital letters have the meanings stated in the Instructions to Bidders,the General Conditions,and the Supplementary Conditions. ISUBMITTED on e 2/ 7 / ,2014. If Bidder Is: IA Corporation Corporation Name: y / ,q 1• �..� 0 E s --- ,e,pc- ` State of Incorporation: L IType (General Business,Professional,Service,Limited L' •i ity):~ By: ---771 ' (Signature) - Name(typed or printed): 71/2/C e ) d LE (--e I ' � ' Title: 1 /711 I Attest ` J_." CORPORATE SEAL) (Signature of Corporate Sec? to y) IBusiness Street AgCtr4y(N 7b n A Jj ''/ c ,? S / --2-7J -) S-S? 741 I 7�3 4' - sr 1 743-- -%2 - W4. g- Phone No.: Fax No.: IEmail: /''I� ______ �s�- A' ?7 T _i Vas(61.)C_C-O'7"'---_ I 1 ©2014 Stantec 1 193801994 00 41 10-11 BID FORM I ■ I I An Individual I Name(typed or printed): By: (SEAL) (Individual's signature) Doing business as: 1 Business Street Address(No P.O.Box#'s): 1 1 Phone No.: Fax No.: A Partnership , Partnership Name: (SEAL) I By: (Signature of general partner) 1 Name(typed or printed): Business Street Address(No P.O.Box#'s): 1 Phone No.: Fax No.: 1 1 1 1 1 1 g} ©2014 Stantec 1 193801994 00 41 10-12 BID FORM I I IA Joint Venture Joint Venture Name: (SEAL) I By: (Signature of joint venture partner) IName(typed or printed): Title: I Business address: I 1 Phone No.: Fax No.: Joint Venturer Name: (SEAL) I By: (Signature) I Name(typed N m or a printed): Title: Business Street Address(No P.O.Box#'s): I IPhone No.: Fax No.: Phone and Fax Number,and Address for receipt of official communications: I r must sign. The manner of signing for each individual,partnership,and corporation that is a party to (Each joint venture m g g g p P the joint venture should be in the manner indicated above). IEND OF DOCUMENT I 1 ©2014 Stantec 1 193801994 CO 41 10-13 BID FORM I I SECTION 00 52 10 AGREEMENT FORM THIS AGREEMENT is by and between the City of Oak Park Heights Minnesota (hereinafter called Owner) and Hardrives, Inc. (hereinafter called Contractor). Owner and Contractor, in consideration of the mutual covenants hereinafter set forth,agree as follows: ARTICLE 1 - WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows:Street and utility improvements. ARTICLE 2- THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows:2014 Street Reconstruction, Oak Park Heights, Minnesota. ARTICLE 3- ENGINEER 3.01 The Project has been designed by Stantec (Engineer),who is to act as Owner's representative, assume all duties and responsibilities,and will have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4- CONTRACT TIMES 4.01 Time of the Essence 1 A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Dates for Milestones, Substantial Completion, and Final Payment A. Substantial Completion includes the completion of all work, including wear course paving and restoration. B. The following Start Construction and Milestones, as defined in the Supplemental Conditions (Section 00 73 05) of the Project Manual, and as shown in the Drawings,will be completed by the following dates or within 120 calendar days of start of construction for that area. 1. Area E-Stagecoach Trail North Water Main Improvements a. Start Construction: Following Bid Award. b. Substantial Completion: May 30, 2014-Water Main Improvements. c. CIPP Lining Substantial Completion is October 17, 2014. 2. Area C-Omaha Ave. N., Olene Ave. N., Olinda Ave. N., 58th St. N., 59th St. N. a. Start Construction: Following Bid Award. b. Substantial Completion: July 18, 2014. 3. Area C-61st St. Ct. a. Start Construction: August 4, 2014. AGREEMENT FORM ©2014 Stantec 1 193801994 00 52 10- 1 I Ib. Substantial Completion: October 17, 2014. 4. Area E I a. Start Construction: Following Bid Award. b. Substantial Completion: October 17, 2014. 5. Area B I a. Start Construction: June 2, 2014. b. Substantial Completion: October 17,2014. 6. Punch List Work Completion: November 7, 2014. I C. The Work will be Substantially Completed on or before October 17, 2014, and completed and ready for Final Payment in accordance with Paragraph 14.07 of the General Conditions on or before November 21, 2014. 1 4.03 Liquidated Damages I A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance I with Article 12 of the General Conditions.The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but I not as a penalty), Contractor shall pay Owner$1,500 for each day that expires after the time specified in Paragraph 4.02 for Milestones and Substantial Completion until the Work is Substantially Complete. After Substantial Completion, if Contractor shall neglect,refuse, or I fail to complete the remaining work within the Contract Time or any proper extension thereof granted by Owner, Contractor shall pay Owner$1,500 for each day that expires after the time specified in Paragraph 4.02 for completion and readiness for Final Payment Iuntil the Work is completed and ready for Final Payment. ARTICLE 5- CONTRACT PRICE I 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents an amount in current funds as follows: A. For all Work at the prices stated in Contractor's Bid, attached hereto as an exhibit.The Bid prices for Unit Price Work set forth as of the Effective Date of the Agreement are based on estimated quantities. As provided in P arag r ap h 11.03 o f the General Conditions, estimated d I quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer as provided in Paragraph 9.07 of the General Conditions. B. Original Contract Amount is based on Total Base Bid, Alternate No. 1 and Alternate No.2 I for a total amount of Three Million Three Hundred Eighty-Seven Thousand Seven Hundred Thirty-One Dollars and Sixty-Six Cents ($3,387,731.66). IARTICLE 6- PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments IA. Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. i AGREEMENT FORM I ©2014 Stantec 1 193801994 00 52 10-2 I I 6.02 Progress Payments;Retainage A. Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment, monthly during performance of the Work as provided in Paragraphs 6.02.A1 and 6.02.A2 below. All such payments will be measured by the Schedule of Values established in Paragraph 2.07.A of the General Conditions (and in the case of Bid Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided in the General Requirements: 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below, but in each case, less the aggregate of payments previously made and less such amounts as Engineer may determine or Owner may withhold, including but not limited to liquidated damages, in accordance with Paragraph 14.02 of the General Conditions: a. 95 percent of Work completed (with the balance being retainage). b. 95 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). 2. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts as Engineer shall determine in accordance with Paragraph 14.02.B5 of the General Conditions and less 200 percent of Engineer's estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 6.03 Final Payment A. Upon Final Completion and acceptance of the Work, in accordance with Paragraph 14.07 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said Paragraph 14.07. ARTICLE 7- INTEREST 7.01 All moneys not paid when due, as provided in Article 14 of the General Conditions, shall bear interest at the maximum rate allowed by law at the place of the Project. ARTICLE 8- CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce Owner to enter into this Agreement, Contractor makes the following representations: A. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site,and all drawings of physical conditions AGREEMENT FORM ©2014 Stantec 1 193801994 00 52 10-3 I relating to existing surface or subsurface structures at the Site (except Underground Facilities), if any, that have been identified in the Supplementary Conditions as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Supplementary Conditions as containing reliable "technical data." E. Contractor considered the information known to Contractor, information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents,with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work, (2) the means, methods, techniques,sequences, and procedures of construction to be employed by Contractor, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents; and (3) Contractor's safety precaution programs. F. Based on the information and observations referred to in Paragraph 8.01.E above, Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. G. Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. H. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9- CONTRACT DOCUMENTS 1 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement. 2. Performance Bond, Payment Bond, and other Bonds. 3. General Conditions. 4. Supplementary Conditions. 5. Specifications as listed in the table of contents of the Project Manual. 6. Drawings bearing the following general title: 2014 Street Reconstruction 7. Addenda (Numbers 1 to 2, inclusive). 8. Exhibits to this Agreement (enumerated as follows): a. Contractor's Bid Form. b. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Notice to Proceed. b. Work Change Directives. c. Change Order(s). I AGREEMENT FORM ©2014 Stantec 1 193801994 00 52 10-4 I B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in Paragraph 3.04 of the General Conditions. ARTICLE 10- MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants,agreements, and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken and all remaining provisions shall continue to be valid and binding upon Owner and Contractor,who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Contractor's Certifications A. Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph I 10.05: 1. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process or in the Contract execution; 2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of Owner, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition; AGREEMENT FORM ©2014 Stantec 1 193801994 00 52 10-5 I I3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at I artificial, non-competitive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect Ithe execution of the Contract. I I I I I I I I I I I I I I AGREEMENT FORM I ©2014 Stantec 1 193801994 00 52 10-6 I IIN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. Counterparts have been delivered to Owner and Contractor. All portions of the Contract Documents have been signed or Ihave been identified by Owner and Contractor or on their behalf. This Agreement will be effective on , 2014 (which is the Effective iDate of the Agreement Owner: Contractor: ICity of ' •k Par A." ts, Minnesota Hardrives, Inc. By: 9171.1 By: .401' •��� ir,Attest: ', `^ Attest: k.41 pa,a il . f(a."-- Addre for giving notices: Address for giving notices: `p, o Zc -7 14 1, w ‘ I S h)[(.1 as. /14 N 3T -Z Os, u .--14--, License No.: (Where Applicable) I Designated Representative: Designated Representative: I Name: Name: Chin Laisel ls Title: Title: We 4- planar. I Address: Address: 15 aitvanA t 'tje I euri ,s IPhone: Phone: ''i6,1" . 4a) , zkI Facsimile: Facsimile: -Z( . -rot° , CL's' END OF SECTION 1 I I AGREEMENT FORM I ©2014 Stantec 1 193801994 00 52 10-7 I PERFORMANCE BOND IAny singular reference to Contractor, Surety,Owner, or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name, and Address of Principal Place of Business): I Hardrives, Inc. 14475 Quiram Drive Western Surety Company 333 S. Wabash Avenue Rogers, MN 55374 Chicago, IL 60604 I OWNER(Name and Address): City of Oak Park Heights 14168 Oak Park Blvd. N., P.O. Box 2007 I Oak Park Heights, MN 55082-3007 CONTRACT Effective Date of Agreement: April 17, 2014 I Amount:Three Million Three Hundred Eighty-Seven Thousand Seven Hundred Thirty One and 66/100 Dollars($3,387,731.66) Description(Name and Location): 2014 Street Reconstruction Oak Park Heights, Minnesota I BOND Bond Number: 929591853 Date(Not earlier than Effective Date of Agreement): April 17, 2014 IAmount:Three Million Three Hundred Eighty-Seven Thousand Seven Hundred Thirty One and 661100 Dollars($3,387,731.66) Modifications to this Bond Form: None I Surety and Contractor, intending to be legally bound hereby,subject to the terms set forth below,do each cause this Performance Bond to be duly executed by an authorized officer,agent,or representative. ICONTRACTOR AS PRINCIPAL SURETY Hardrives, Inc. (Seal) Western Surety Company / (Seal) IContractor's Name and Co..orate S-< Surety's Name and Corpora :cal By: --- :��►� By: 1/i - . . Signature Signature(Attach Power of Attorney) -,-y) Donald R. Hall Bruce N.Telander Print Name Print Name IExecutive Vice President Attorney-in-Fact Title Title itL&.Attest: k, Attest: Sign Signature ICoptracts Administrator Surety Account Representative Title Title INote: Provide execution by additional parties, such as joint venturers, if necessary. I EJCDC C-610 Performance Bond(2007) I Prepared by the Engineers Joint Contract Documents Committee. 00 61 1313 Page 1 of 3 I Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. , 1. If Contractor performs the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1. 1 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that 111 Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default;and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete 111 the Contract. Such Contractor Default shall not be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1;and 2.3 Owner has agreed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly,and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor,with consent of Owner,to perform and complete the Contract;or 3.2 Undertake to perform and complete the Contract itself, through its agents or through independent contractors;or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract,arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default;or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined,tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefor. ' 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to 111 Surety demanding that Surety perform its obligations under this Bond,and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner. 5. After Owner has terminated Contractor's right to complete the Contract,and if Surety elects to act under Paragraph 3.1, 3.2,or 3.3 above,then the responsibilities of Surety to Owner shall not be greater than those 111 of Contractor under the Contract,and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract,Surety is obligated • without duplication for: EJCDC C-610 Performance Bond(2007) Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.13 Pate 2 of 3 1 5.1 The responsibilities of Contractor for correction of defecti ve Work and completion of the Contract; ' 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. ' 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than Owner or its heirs, executors, administrators, or successors. ' 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts,purchase orders,and other obligations. ' 8. Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the Work or part of the Work is located, and shall be instituted within two years after Contractor Default or within two years after Contractor ceased working or within two years after Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable, ' 9. Notice to Surety,Owner,or Contractor shall be mailed or delivered to the address shown on the signature page. ' 10. When this Bond has been furnished to comply with a statutory requirement in the Iocation where the Contract was to be performed,any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed ' incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 11. Definitions. ' 11.1 Balance of the Contract Price:P ce. The total amount payable by Owner to Contractor under the ' Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled,reduced by all valid and proper payments made to or on behalf of Contractor under the Contract. ' 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor,which has neither been remedied nor waived,to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perform and complete or otherwise comply with the other terms ' thereof FOR INFORMATION ONLY—(Name,Address and Telephone) ' Surety Agency Or Broker:Cobb Strecker Dunphy&Zimmermann,Inc.,150 S.5th St,Ste#2800,Mpis,MN 55402,612-349-2400 Owner's Representative(Engineer or other party):Stantec Consulting Services Inc.,2335 Hwy 36 W.,St.Paul,MN 55113 651-636-4600 EJCDC C-610 Performance Bond(2007) Prepared by the Engineers Joint Contract Documents Committee. 006113.13 Page 3of3 I PAYMENT BOND IAny singular reference to Contractor,Surety,Owner, or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY (Name, and Address of Principal Place of Hardrives, Inc. Business): 14475 Quiram Drive Rogers, MN 55374 Western Surety Company 333 S. Wabash Avenue I OWNER(Name and Address): Chicago, IL 60604 City of Oak Park Heights 14168 Oak Park Blvd. N., P.O. Box 2007 Oak CONTRACT"ark Heights, MN 55082-3007 I Effective Date of Agreement: April 17, 2014 Amount: Three Million Three Hundred Eighty-Seven Thousand Seven Hundred Thirty One and 66/100 Dollars($3,387,731.66) I Description(Name and Location):2014 Street Reconstruction Oak Park Heights, Minnesota BOND I Bond Number: 929591853 Date(Not earlier than Effective Date of Agreement):April 17, 2014 Amount: Three Million Three Hundred Eighty-Seven Thousand Seven Hundred Thirty One and 66/100 Dollars($3,387,731.66) IModifications to this Bond Form: None Surety and Contractor,intending to be legally bound hereby,subject to the terms set forth below,do each ' cause this Payment Bond to be duly executed by an authorized officer,agent,or representative. CONTRACTOR AS PRINCIPAL SURETY IHardrives, Inc. (Seal) Western Surety Company —(Seal) Contractor's Name and Corporate Seal Surety's Name and Corporate S r-- IBy: By: a64.,...40 S Signature , � Signature(Attach Power of Attorney) IDonald R. Hall Bruce N. Telander Print Name Print Name IExecutive Vice President Attorney-in-Fact Title Title I Attest: ,. Attest: __ Slgna re Signature I Contracts Administrator Surety Account Representative Title Title INote: Provide execution by additional parties,such as joint venturers, if necessary. I EJCDC C-615 Payment Bond(2007) I Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page 1 of 3 II 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. , 2. With respect to Owner,this obligation shall be null and void if Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. I 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who are employed by or have a direct contract with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: ' 1. Have furnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12).and sent a copy, or notice thereof to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice tarnished to Contractor. 5. %fa notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety,that is sufficient compliance. satisfied When a Claimant has satisfie the conditions of Paragraph 4, the Surety hs hal i r tl an d at Surety's , expense take the following actions: 6.1 Send an answer to that Claimant, with a copy to Owner, within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. , EJCDC C-615 Payment Bond(2007) Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page2of3 I9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Contract Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or Iotherwise have obligations to Claimants under this Bond. 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related I subcontracts, purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the location in which the Work or part of the Work is located or after the expiration of one I year from the date(1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Contract, whichever of (1) or (2) first occurs. If the provisions of this I paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown on the I signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the I Contract was to be performed,any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common Ilaw bond. 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. I15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first-tier I subcontractor of Contractor,to furnish labor, materials, or equipment for use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water,gas, power, light, heat, oil, gasoline, telephone service, Ior rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. I15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remedied nor waived,to pay Contractor I as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof 1 FOR INFORMATION ONLY—(Name,Address, and Telephone) I Surety Agency or Broker: Cobb Strecker Dunphy&Zimmermann,Inc., 150 S.5th St,Ste#2800,Mpls,MN 55402,612-349-2400 Owner's Representative(Engineer or other):Stantec Consulting Services Inc.,2335 Hwy 36 W.,St.Paul,MN 55113 651-636-4600 I I EJCDC C-615 Payment Bond(2007) Prepared by the Engineers Joint Contract Documents Committee. I00 61 13.16 Page 3of3 I I I IACKNOWLEDGMENT OF CORPORATION State of MINNESOTA ss. County of HENNEPIN I On this 17th day of April ,20 14 before me appeared Donald R. Hall I to me personally known,who,being by me duly sworn,did say that (s)he is/are the Executive Vice President of Hardrives,Inc. ,a corporation,that the seal affixed to the forgoing instrument is the corporate seal of said corporation, (If no seal,so state,and strike out above as to corporate seal)and that said instrument was executed in behalf of said corporation by authority of its Board of Directors;and that said IDonald R. Hall acknowledged said instrument to be the free t and deed of said corporation. Y'M1 JOSEPH P DRESHAR / Notary Public ' Minnesota 3t 2015 cmsssor Expires January No • :+/►lie W,4I/N" O 4 County, $-'v commission expires 1/21/40,/c ,I' I IACKNOWLEDGMENT OF CORPORATE SURETY IState of MINNESOTA ss. County of HENNEPIN I On this 17th day of April ,2014 before me appeared Bruce N.Telander Ito me personally known,who being by me duly sworn,did say that she is the Attorney-in-Fact of Western Surety Company corporation, that the seal affixed to the foregoing instrument is the corporate seal of said corporation and that said instrument was executed in behalf of said corporation by authority of its Board of Directors;and that said Bruce N.Telander acknowledged said instrument to be the free act and deed of said corpora—--__- INotary Public Ramsey County, MN .;,7. ° . LIN ULVEN commission expires 01/31/2015 "t , • ?NOTARY PUBLIC-MINNESOTA`' :1 - / My Commission Expires I w January 31,2015 ■ I I Western Surety Company IPOWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know AU Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation I having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint I Bruce N Telander, Donald R Olson, R Scott Egginton, John E Tauer, Linda K French, D R Dougherty, Jack Cedarleaf II, Kurt C Lundblad, Craig Remick,Jerome T Ouimet,Roger W Frank, Nicole Nelson, Rachel Thomas, Joshua R Loftis, Brian J Oestreich, Melinda IC Blodgett,Individually of Minneapolis,MN,its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf Ibonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - II and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney,pursuant to the authority hereby given,are hereby ratified and confirmed. I This Power of Attorney is made and executed pursuant to and by authority of the By-Law printed on the reverse hereof,duly adopted,as indicated,by the shareholders of the corporation. I In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 9th day of May,2013. sS� r D ti4POgq,; WESTERN SURETY COMPANY iW,4 1`iD Vi,,...62c Avi—i ,....e, aul T.Bruflat,Vice President State of South Dakota l County of Minnehaha - ss IOn this 9th day of May,2013,before me personally came Paul T.Bruflat,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is the Vice President of WESTERN SURETY COMPANY described in and which executed I the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. 1 My commission expires ."s4'""""""""""""'""'"'`M7"'* f J.MOHR i 1 June 23,2015 f NOTARY PUBLIC SEAL i - SOUTH DAKOTA 4-711 .4.„} J.Mohr,Notary Public CERTIFICATE II,L.Nelson,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed Imy name and affixed the seal of the said corporation this 17`h day of April,2014. = ET}a+. WESTERN SURETY COMPANY 1&/4990/14,\ea I 'Kea A�.p /!f DP'A • L.Nelson,Assistant Secretary IForm F4280-7-2012 1 Authorizing By-Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY , This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President,any Vice President, Secretary, any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies, or undertakings in the name of the Company. ' The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. 1 1 1 1 I 1 1 1 1 I 1 This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE I and Issued and Published Jointly by ACEC AaaealcsN COUNCIL ue FNGINLI KING,C9MI 1NIHS >�,t MO. 4 � J•••NSISt l ASCE American Society National Society of Professional Engineers of Civil Engineers Professional Engineers in Private Practice AMERICAN COUNCIL OF ENGINEERING COMPANIES ASSOCIATED GENERAL CONTRACTORS OF AMERICA AMERICAN SOCIETY OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A Practice Division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS Endorsed by CONSTRUCTION SPECIFICATIONS INSTITUTE t 111 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. I00 72 05 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor (EJCDC C-520 or C-525, 2007 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the Narrative Guide to the EJCDC Construction Documents (EJCDC C-001, 2007 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (EJCDC C-800, 2007 Edition). 1 1 I I Copyright ©2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies t 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 1 (703) 548-3118 www.agc.org The copyright for this EJCDC document is owned jointly by the four t EJCDC sponsoring organizations and held in trust for their benefit by NSPE. 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 05 I I STANDARD GENERAL CONDITIONS OF THE I CONSTRUCTION CONTRACT I TABLE OF CONTENTS I Page Article 1 —Definitions and Terminology 1 I 1.01 Defined Terms 1 1.02 Terminology 5 I Article 2 —Preliminary Matters 6 2.01 Delivery of Bonds and Evidence of Insurance 6 2.02 Copies of Documents 6 I 2.03 Commencement of Contract Times;Notice to Proceed 6 2.04 Starting the Work 7 2.05 Before Starting Construction 7 1 2.06 Preconstruction Conference; Designation of Authorized Representatives 7 2.07 Initial Acceptance of Schedules 7 I Article 3 —Contract Documents: Intent, Amending, Reuse 8 3.01 Intent 8 3.02 Reference Standards 8 I3.03 Reporting and Resolving Discrepancies 9 3.04 Amending and Supplementing Contract Documents 9 1 3.05 Reuse of Documents 10 3.06 Electronic Data 10 I Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 11 4.01 Availability of Lands 11 I 4.02 Subsurface and Physical Conditions 11 4.03 Differing Subsurface or Physical Conditions 12 4.04 Underground Facilities 13 I 4.05 Reference Points 14 4.06 Hazardous Environmental Condition at Site 14 I Article 5 —Bonds and Insurance 16 5.01 Performance, Payment, and Other Bonds 16 5.02 Licensed Sureties and Insurers 16 I 5.03 Certificates of Insurance 17 5.04 Contractor's Insurance 17 5.05 Owner's Liability Insurance 19 I 5.06 Property Insurance 19 5.07 Waiver of Rights 20 5.08 Receipt and Application of Insurance Proceeds 21 I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page i 1 00 72 05 I 5.09 Acceptance of Bonds and Insurance; Option to Replace 21 5.10 Partial Utilization, Acknowledgment of Property Insurer 22 Article 6-Contractor's Responsibilities 22 6.01 Supervision and Superintendence 22 6.02 Labor; Working Hours 22 6.03 Services, Materials, and Equipment 23 6.04 Progress Schedule 23 6.05 Substitutes and"Or-Equals" 23 6.06 Concerning Subcontractors, Suppliers, and Others 26 6.07 Patent Fees and Royalties 27 6.08 Permits 28 6.09 Laws and Regulations 28 6.10 Taxes 28 6.11 Use of Site and Other Areas 28 6.12 Record Documents 29 6.13 Safety and Protection 29 6.14 Safety Representative 30 6.15 Hazard Communication Programs 31 6.16 Emergencies 31 6.17 Shop Drawings and Samples 31 6.18 Continuing the Work 33 6.19 Contractor's General Warranty and Guarantee 33 6.20 Indemnification 34 6.21 Delegation of Professional Design Services 34 Article 7-Other Work at the Site 35 7.01 Related Work at Site 35 7.02 Coordination 36 7.03 Legal Relationships 36 Article 8 -Owner's Responsibilities 36 I 8.01 Communications to Contractor 36 8.02 Replacement of Engineer 37 I 8.03 Furnish Data 37 8.04 Pay When Due 37 8.05 Lands and Easements;Reports and Tests 37 8.06 Insurance 37 8.07 Change Orders 37 8.08 Inspections, Tests, and Approvals 37 8.09 Limitations on Owner's Responsibilities 37 8.10 Undisclosed Hazardous Environmental Condition 38 8.11 Evidence of Financial Arrangements 38 8.12 Compliance with Safety Program 38 Article 9-Engineer's Status During Construction 38 1 9.01 Owner's Representative 38 EJCDC C-700 Standard General Conditions of the Construction Contract I Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page ii 00 72 05 I I 9.02 Visits to Site 38 1 9.03 Project Representative 39 9.04 Authorized Variations in Work 39 9.05 Rejecting Defective Work 39 I9.06 Shop Drawings, Change Orders and Payments 39 9.07 Determinations for Unit Price Work 40 I 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 40 9.09 Limitations on Engineer's Authority and Responsibilities 40 9.10 Compliance with Safety Program 41 IArticle 10-Changes in the Work; Claims 41 10.01 Authorized Changes in the Work 41 I 10.02 Unauthorized Changes in the Work 41 10.03 Execution of Change Orders 41 10.04 Notification to Surety 42 I10.05 Claims 42 Article 11 -Cost of the Work; Allowances; Unit Price Work 43 I 11.01 Cost of the Work 43 11.02 Allowances 46 11.03 Unit Price Work 46 IArticle 12-Change of Contract Price; Change of Contract Times 47 12.01 Change of Contract Price 47 I 12.02 Change of Contract Times 48 12.03 Delays 48 I Article 13 -Tests and Inspections; Correction, Removal or Acceptance of Defective Work 49 13.01 Notice of Defects 49 13.02 Access to Work 49 I 13.03 Tests and Inspections 49 13.04 Uncovering Work 50 13.05 Owner May Stop the Work 51 I 13.06 Correction or Removal of Defective Work 51 13.07 Correction Period 51 13.08 Acceptance of Defective Work 52 1 13.09 Owner May Correct Defective Work 52 Article 14-Payments to Contractor and Completion 53 I14.01 Schedule of Values 53 14.02 Progress Payments 53 14.03 Contractor's Warranty of Title 56 I14.04 Substantial Completion 56 14.05 Partial Utilization 57 I 14.06 Final Inspection 58 14.07 Final Payment 58 14.08 Final Completion Delayed 59 I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page iii I00 72 05 1 14.09 Waiver of Claims 59 Article 15 — Suspension of Work and Termination 60 15.01 Owner May Suspend Work 60 15.02 Owner May Terminate for Cause 60 15.03 Owner May Terminate For Convenience 61 15.04 Contractor May Stop Work or Terminate 61 Article 16—Dispute Resolution 62 16.01 Methods and Procedures 62 Article 17—Miscellaneous 62 17.01 Giving Notice 62 17.02 Computation of Times 63 17.03 Cumulative Remedies 63 17.04 Survival of Obligations 63 17.05 Controlling Law 63 17.06 Headings 63 1 I I 1 1 1 1 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page iv 0072 OS I ARTICLE 1 —DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 1 2. Agreement—The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Application for Payment—The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is ' releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1 6. Bidder—The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 9. Change Order—A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the ' Agreement. 10. Claim—A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract—The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 1 of 62 00 72 05 I 12. Contract Documents—Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13. Contract Price—The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times—The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 15. Contractor—The individual or entity with whom Owner has entered into the Agreement. , 16. Cost of the Work—See Paragraph 11.01 for definition. 17. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer The individual or entity named as such in the Agreement. 20. Field Order—A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements—Sections of Division 1 of the Specifications. I 22. Hazardous Environmental Condition—The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances I that may present a substantial danger to persons or property exposed thereto. 23. Hazardous Waste—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 2 of 62 0072 05 I 25. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. Milestone—A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 27. Notice of Award—The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. I 28. Notice to Proceed—A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 29. Owner—The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs—Polychlorinated biphenyls. ' 31. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. 32. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 1 33.Project—The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 34. Project Manual—The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 35. Radioactive Material—Source, special nuclear, or byproduct material as defined by the p Yp Y Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36. Resident Project Representative—The authorized representative of Engineer who may be assigned to the Site or any part thereof. 1 37. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such jportion of the Work will be judged. 38. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 3 of 62 1 00 72 05 I 39. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 40. Shop Drawings All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 41. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights-of-way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 42. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. 43. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 44. Substantial Completion—The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 45. Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes an award. 46. Supplementary Conditions—That part of the Contract Documents which amends or supplements these General Conditions. 47. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 48. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 49. Unit Price Work—Work to be paid for on the basis of unit prices. 1 50. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 4 of 62 00 72 05 1 construction, and furnishing, installing, and incorporating all materials and equipment into Lsuch construction, all as required by the Contract Documents. 51. Work Change Directive—A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to ' emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or ' authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day: 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or ' b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 5 of 62 1 00 72 05 I c. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial I Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide: I 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. i 4. When "furnish," "install," "perform," or "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" I is implied. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known I technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance 1 A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. I B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary t Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.02 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 6 of 62 0072 OS 1 Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. I2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. I2.05 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 1 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. I2.06 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual tto act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 7 of 62 1 00 72 05 I complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. I 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 1 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. I 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3—CONTRACT DOCUMENTS: INTENT,AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer ineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations I 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 8 of 62 00 72 05 I employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. r2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. ' 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 9 of 62 1 00 72 05 I B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: I 1. A Field Order; 2. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or 3. Engineer's written interpretation or clarification. 3.05 Reuse of Documents I A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or I 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. I B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 10 of 62 00 72 05 t ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner's furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions 1 A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such"technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 11 of 62 1 00 72 05 I 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents;or I 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith(except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith(except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. I C. Possible Price and Times Adjustments: 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in Paragraph I 4.03.A; and b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 12 of 62 00 72 05 1 contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities g d Fa cilat es A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 13 of 62 I00 72 05 I consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. I 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site 111 A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the I accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such"technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: I 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any"technical data" or any such other data, interpretations, opinions or information. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 14 of 62 0072 OS I C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or Irevealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the ISite by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall I immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such I notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to I permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 4.06.E. I E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has I been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or I Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. IF. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special Iconditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by IOwner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold Iharmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges I of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the I Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 15 of 62 1 00 72 05 I responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, I agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H 111 shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental I Condition uncovered or revealed at the Site. ARTICLE 5—BONDS AND INSURANCE I 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a certified copy of that individual's authority to bind the surety. The evidence of authority shall show that it is effective on the date the agent or attorney-in-fact signed each bond. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. 1 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 16 of 62 00 72 05 I licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in ' the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. C. Failure of Owner to demand such certificates or other evidence of Contractor's full compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. D. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. E. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor's Insurance A. Contractor shall purchase and maintain such insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; ' 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 17 of 62 I00 72 05 I a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or I b. by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, be written on an occurrence basis, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional 1 insureds, and include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20; 4. contain a rovision or endorsement that the coverage afforded will not be canceled, p g materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 5. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 6. include completed operations coverage: I a. Such insurance shall remain in effect for two years after fmal payment. b. Contractor shall furnish Owner and each other additional insured identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 18 of 62 00 72 05 I 5.05 Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. 5.06 Property Insurance A. Unless otherwise provided in the Supplementary Conditions, Owner shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: ' 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee; 2. be written on a Builder's Risk "all-risk" policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than that caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); t4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and ' equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other loss payee to whom a certificate of insurance has been issued. B. Owner shall purchase and maintain such equipment breakdown insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 19 of 62 1 00 72 05 I members, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee. 1 C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with this Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other loss payee to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. E. If Contractor requests in writing that other special insurance be included in the property insurance policies provided under this Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner. 5.07 Waiver of Rights I A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or loss payees thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 20 of 62 0072 OS I B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, I directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for: 1 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and I2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance Imaintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or Iafter final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss I referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, members, Ipartners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds IA. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the loss payees, as their interests may I appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special I agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order. rB. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to I Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall I adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties. I5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions I of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the I certificates (or other evidence requested) required by Paragraph 2.01.B. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright CO 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 21 of 62 1 00 72 05 I and insurance required of such party by the Contract Documents, such party shall notify the other party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property Insurer I A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. i ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence t A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 22 of 62 00 72 05 I 6.03 Services, Materials, and Equipment IA. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction Iequipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. I B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, P p shall be of good quality and new, except as otherwise provided in the Contract Documents. All Ispecial warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence I (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 1 6.04 Progress Schedule I A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General IRequirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be I submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. I6.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents I by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, I equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. 1 1. "Or-Equal" Items: If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that I no change in related Work will be required, it may be considered by Engineer as an "or-equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright CO 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 23 of 62 1 00 72 05 1 for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: I 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; I 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service. b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. I 2. Substitute Items: a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 6.05..1, it will be considered a proposed substitute item. 1 b. Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. , c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented by the General Requirements, and as Engineer may decide is appropriate I under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and I c) be suited to the same use as that specified; EJCDC C-700 Standard General Conditions of the Construction Contract I Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 24 of 62 00 72 05 I 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of Substantial Completion on time, b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and ' c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; 3) will identify: a) all variations of the proposed substitute item from that specified, and b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer's Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, which will be evidenced by a Change Order in the case of a substitute and an approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 25 of 62 I00 72 05 I Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner)resulting from the acceptance of each proposed substitute. I F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or"or-equal" at Contractor's expense. I 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the I Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. I D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 26 of 62 0072 05 I F. The divisions and sections of the Specifications and the identifications of any Drawings shall not Icontrol Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. IG. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the IContract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as a loss payee on the property insurance I provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identified in the I Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of I the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. I6.07 Patent Fees and Royalties I A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a I particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or I royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. I B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages I (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance Iof the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to Ipayment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold I harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, I architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 27 of 62 1 00 72 05 I Work of any invention, design, process, product, or device not specified in the Contract Documents. I 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. 6.09 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 6.10 Taxes ' A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas I A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 28 of 62 00 72 05 1 responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. I6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 29 of 62 I00 72 05 i take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. I B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of Owner's safety programs, if any. 111 The Supplementary Conditions identify any Owner's safety programs that are applicable to the Work. D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety P q Y program with which Owner's and Engineer's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue 1 until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative I A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 30 of 62 00 72 05 1 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1 1. Shop Drawings: a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples: a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 31 of 62 00 72 05 i C. Submittal Procedures: 1. Before submitting each Shop Drawing or Sample, Contractor shall have: a. reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; c. determined and verified the suitability of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and I d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer's Review: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 32 of 62 0072 05 I each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor 1 may otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 1 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related 1 thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 1 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 33 of 62 1 00 72 05 I 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 Indemnification I A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property(other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable . B. In any and all claims against Owner or Engineer or any of their officers, directors, members, I partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 34 of 62 00 72 05 1 1 B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. IARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner's employees, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 35 of 62 1 00 72 05 I affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions 1 for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. 7.02 Coordination I A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships I A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's wrongful actions or inactions. I C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's wrongful action or inactions. ARTICLE 8— OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 36 of 62 0072 05 1 8.02 Replacement of Engineer IA. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents Ishall be that of the former Engineer. 8.03 Furnish Data IIA. Owner shall promptly furnish the data required of Owner under the Contract Documents. I8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs I14.02.0 and 14.07.C. 8.05 Lands and Easements; Reports and Tests IA. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 I refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 8.06 Insurance I A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 5. I8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 1 8.08 Inspections, Tests, and Approvals I A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. I8.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, I Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be I responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. I I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 37 of 62 1 00 72 05 1 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents. 8.12 Compliance with Safety Program I A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.D. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION I 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. I 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and g subject g Y responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 38 of 62 00 72 05 I 9.03 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract 1 Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.06 Shop Drawings, Change Orders and Payments A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article 14. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 39 of 62 1 00 72 05 I 9.07 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 1 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question. I B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. C. Engineer's written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer's Authority and Responsibilities I A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, control, or have authority over or be responsible for I Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 40 of 62 00 72 05 I C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. 9.10 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Engineer has been informed pursuant to Paragraph 6.13.D. ARTICLE 10—CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.D. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 41 of 62 1 00 72 05 I 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's I correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in 1 accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. I 10.04 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly(but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Times shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant I within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 42 of 62 0072 OS I C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part; 2. approve the Claim; or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11 —COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 1 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.01.B, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall 1 include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 43 of 62 1 00 72 05 I 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection I therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, I machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. I d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. I e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 44 of 62 00 72 05 1 I property insurance established in accordance with Paragraph 5.06.D), provided such Ilosses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with Ithe written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's I fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. Ih. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. Ii. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. IB. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, Iexpediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work I and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. I2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 1 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. I4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including I but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. I 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A. I C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis Iof Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 45 of 62 1 00 72 05 • D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances: 1. Contractor agrees that: I a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. I C. Contingency Allowance: 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. I 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the q g Y purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. 1 C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 46 of 62 00 72 05 I D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 —CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to 1 the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 1 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's fee for overhead and p rofit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; 1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 47 of 62 1 00 72 05 I c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be a able on the basis of costs itemized under Paragraphs 11.01.A.4 pY 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in 1 Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. 12.02 f o Change Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.03 Delays I A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. I B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 48 of 62 00 72 05 C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, 1 abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such 1 111 adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in Ithis Paragraph 12.03.C. D. Owner, Engineer, and their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained Iby Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a r Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. IARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK I13.01 Notice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be I given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. I13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise 1 them of Contractor's safety procedures and programs so that they may comply therewith as applicable. I13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required I inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: I1. for inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.D below; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 49 of 62 1 00 72 05 I 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in Paragraph 13.04.C; and I 3. as otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 50 of 62 00 72 05 I parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work 1 A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work ' will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. 1 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 51 of 62 I00 72 05 I B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. 1 C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work ' A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work , A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any such deficiency. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 52 of 62 00 72 05 ' I B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed I expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, Iconstruction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored 1 elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. tC. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other I dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the I Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include I but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. I D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. IARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION I14.01 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for I progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 1 14.02 Progress Payments IA. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment I (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is I required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be I accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 53 of 62 I00 72 05 I arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. I 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications: 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules,that to the best of Engineer's knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 54 of 62 00 7aos I 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: Ia. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due: 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnishing of the Work; I EJCDC C-700 Standard General Conditions of the Construction Contract ©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 55 of 62 1 00 72 05 I b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge I of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. I 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1 and subject to interest as provided in the Agreement. 14.03 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. I B. Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially com p lete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before fmal payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the tentative certificate to Owner, notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will, within said 14 days, execute and deliver to Owner and Contractor a definitive EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 56 of 62 oo72os I certificate of Substantial Completion (with a revised tentative list of items to be completed or I corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. ' D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending fmal payment between Owner and Contractor with respect to security, operation, Isafety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial Completion, IEngineer's aforesaid recommendation will be binding on Owner and Contractor until fmal payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Com p letion subject to allowing Contractor reasonable access to remove its property and Icomplete or correct items on the tentative list. 14.05 Partial Utilization IA. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, 1 III or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the ' following conditions: 1. Owner at any time may request Contractor in writing to permit Owner to use or occupy any I such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of ' Paragraph 14.04.A through D for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers I any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will I notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and Ithe division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to Icompliance with the requirements of Paragraph 5.10 regarding property insurance. I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 57 of 62 1 00 72 05 I 14.06 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is 111 incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment: I 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of inspection, marked-up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B.6; I b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: p 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 58 of 62 00 72 05 1 I Payment, indicate in writing Engineer's recommendation of payment and present the I Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment Ito Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. IC. Payment Becomes Due: I1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to Iliquidated damages, will become due and will be paid by Owner to Contractor. 14.08 Final Completion Delayed IA. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment I (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully I completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment I of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a Iwaiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees I specified therein, or from Contractor's continuing obligations under the Contract Documents; and I 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. I I I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 59 of 62 I00 72 05 I ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work I A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: 1 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of Engineer; or I 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contractor: I 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion); 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere; and 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 60 of 62 00 72 05 I I remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the IWork performed. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated I if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. IE. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter Iaccrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. IF. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B and 15.02.C. 15.03 Owner May Terminate For Convenience IA. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): I1. completed and acceptable Work executed in accordance with the Contract Documents prior I p p p to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and Ifurnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit Ion such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of I engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 1 4. reasonable expenses directly attributable to termination. I B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. I15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 I consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 61 of 62 1 00 72 05 1 upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. i ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures 1 A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall 111 be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Claim to a court of competent jurisdiction. i ARTICLE 17—MISCELLANEOUS 17.01 Giving Notice t A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 62 of 62 0072 05 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive fmal payment, completion, and acceptance of the Work ! or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. I r I EJCDC C-700 Standard General Conditions of the Construction Contract Copyright©2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 63 of 62 1 00 72 05 I ISECTION 00 73 05 ISUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the I Construction Contract (No. C-700, 2007 Edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. IThe terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated Ibelow,which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions,with the prefix"SC"added thereto. IARTICLE 1 - DEFINITIONS AND TERMINOLOGY ISC-1.01.A26 Add the following language at the end of the definition of Milestone: The completion dates for Milestones are defined in Section 00 52 00, Agreement Form. I SC-1.01.A44 Add the following language at the end of the definition of Substantial Completion: The Work is considered Substantially Complete as stated in Section 00 52 00, Agreement Form. ISC-1.02 Add the following new paragraph immediately after Paragraph 1.02.F: G. The Specifications are written in imperative mood and streamlined form.This I imperative language is directed to the Contractor, unless specifically noted otherwise.The words "shall be" are included by inference where a colon (:) is used within sentences or phrases. IARTICLE 2 - PRELIMINARY MATTERS SC-2.02 Owner shall furnish to Contractor 1 printed copy and 1 electronic (PDF) version of the I Contract Documents. Additional printed copies may be obtained as directed in the Advertisement for Bids. Limitations of use of electronic and printed documents are described in the Instructions to Bidders, General Conditions. IARTICLE 4— AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS ISC-4.02 Add the following new paragraphs immediately after Paragraph 4.02.B: C. The following reports of explorations and tests of subsurface conditions at or Icontiguous to the Site are known to Owner: 1. Report dated September 9, 2013, prepared by Braun Intertec Corporation I entitled "Geotechnical Evaluation Report, Various Streets, Oak Park Heights, Minnesota. I SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05- 1 I I E. The reports and drawings identified above are not part of the Contract I Documents, but the "technical data" contained therein upon which Contractor may rely, as expressly identified and established above, are incorporated in the Contract Documents by reference. Contractor is not entitled to rely upon any other information and data known to or identified by Owner or Engineer. SC-4.06 Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following: I A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner. B. Not Used. I ARTICLE 5 - BONDS AND INSURANCE SC-5.01 Add the following new paragraph immediately after Paragraph 5.01.C: I D. Separate Performance and Payment Bonds should be submitted utilizing EJCDC Form C-610 and C-615 (2007 Edition) or a similar bond form if approved by Owner. SC-5.04 Add the following new paragraph immediately after Paragraph 5.04.B: C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations: 1. Worker's Compensation and related coverages under Paragraphs 5.04.A.1 and A.2 of the General Conditions a. State Statutory b. Applicable Federal (e.g., Longshoreman's) Statutory c. Employer's Liability $1,000,000 2. Contractor's General Liability under Paragraphs 5.04.A.3 through A.6 of the General Conditions,which shall include completed operations and product liability coverages and eliminate the exclusion with respect to property under the care, custody and control of Contractor a. General Aggregate $2,000,000 b. Products-Completed Operations Aggregate $1,000,000 c. Personal and Advertising Injury $1,000,000 d. Each Occurrence (Bodily Injury and Property Damage) $2,000,000 e. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. f. Excess or Umbrella Liability I 1) General Aggregate $1,000,000 2) Each Occurrence $1,000,000 Umbrella excess liability shall be a combined single limit which shall provide excess liability insurance over Commercial General Liability, Comprehensive Automobile Liability, and Employers Liability. 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Combined Single Limit- Bodily injury and property damage. All owned, non-owned, and hired vehicles. $2,000,000 I SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05-2 I I4. The Contractual Liability coverage required by Paragraph 5.04.B.4 of the General Conditions shall provide coverage for not less than the following amounts: I a. Bodily Injury: Each Person $1,000,000 Each Accident $1,000,000 I b. Property Damage: Each Accident $1,000,000 Annual Aggregate $1,000,000 I 6. The following persons or entities shall be included as additional insured on the Commercial Liability, Comprehensive Automobile Liability, and Umbrella Excess Liability.This coverage shall be primary and noncontributory: I a. Owner b. Engineer SC-5.06.A Amend the first sentence of Paragraph 5.06.A to read: IA. Contractor shall purchase and maintain during the entire construction period a Builders Risk Property Insurance Policy in the amount of the full replacement cost of the entire Work at the Site.The insurance policy shall comply with the I provisions of Paragraph 5.06.A1 through 5.06.A7. A minimum deductible of$1,000 each claim shall apply to this insurance and the risk of loss of the applicable deductible shall be born by Contractor, subcontractor, or others suffering such I loss. In addition, the provisions of Paragraphs 5.07, 5.09, and 5.10 shall apply with the exception that Contractor shall act as fiduciary for the insureds as their interest may appear and adjust the loss with the insurance company. ISC-5.06.A Add the following new item immediately after Item 5.06.A7: 8. The Builder's Risk Insurance required herein shall apply to projects involving I construction of structures and buildings only.The requirements of this Section shall be waived on projects involving only underground utilities, grading, street improvements, and similar construction work but any damage or loss to property shall be at the sole responsibility of Contractor until final Iacceptance of the Work. 9. Comply with the requirements of Paragraph 5.06C of the General Conditions. IARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES ISC-6.06 Add the following new paragraphs immediately after Paragraph 6.06.G: H. Pursuant to Minnesota Statute, Contractor shall be fully responsible to pay subcontractors, suppliers, and other entities within 10 days of the Contractor's I receipt of payment for undisputed services provided by the subcontractor, supplier, or other entity. Contractor shall pay interest of 1-1/2 percent per month or any part of a month to the subcontractor, supplier, or other entity on any I amount not paid on time to the subcontractor, supplier, or other entity. The minimum monthly interest penalty payment for an unpaid balance of$100 or more is$10. For an unpaid balance of less than $100, the Contractor shall pay I the actual penalty due to the subcontractor, supplier, or other entity. A subcontractor, supplier, or other entity who prevails in a civil action to collect interest penalties from a Contractor must be awarded its costs and disbursements, including attorney's fees included in bringing the action. I SUPPLEMENTARY CONDITIONS I ©2014 Stantec 1 193801994 00 73 05-3 1 I. Owner may furnish to any Subcontractor or Supplier, to the extent practicable, 1 information about amounts paid to Contractor on account of Work performed for Contractor by a particular Subcontractor or Supplier. SC-6.08.A Amend the first sentence of Paragraph 6.08.A by replacing the words the Supplementary Conditions" with the words "Division 01." SC-6.17 Add the following new paragraphs immediately after Paragraph 6.17.E: I F. Contractor shall furnish required submittals with sufficient information and accuracy in order to obtain required approval of an item with no more than three submittals. Engineer will record Engineer's time for reviewing subsequent submittals of Shop Drawings, samples, or other items requiring approval and Contractor shall reimburse Owner for Engineer's charges for such time. G. In the event that Contractor requests a change of a previously approved item, Contractor shall reimburse Owner for Engineer's charges for its review time unless the need for such change is beyond the control of Contractor. I SC-6.19.A Delete the words "representation of" in the second sentence. ARTICLE 7 - OTHER WORK AT THE SITE 1 ARTICLE 9 - ENGINEER'S STATUS DURING CONSTRUCTION SC-9.03 Add the following new paragraphs immediately after Paragraph 9.03.A: , B. Engineer shall furnish a Resident Project Representative ("RPR") to assist Engineer in observing progress and quality of the Work.The RPR may provide full time representation or may provide representation to a lesser degree. C. The duties and responsibilities of the RPR are limited to those of Engineer in the Agreement with the Owner and in the Contract Documents, and are further limited and described as follows: 1. General: RPR is Engineer's agent at the Site,will act as directed by and under the supervision of Engineer, and will confer with Engineer regarding RPR's actions. RPR's dealings in matters pertaining to the Contractor's work in progress shall in general be with Engineer and Contractor, keeping Owner advised as necessary. RPR's dealings with subcontractors shall only be through or with the full knowledge and approval of Contractor. RPR shall generally communicate with Owner with the knowledge of and under the direction of Engineer. 2. Schedules: Review the progress schedule, schedule of Submittals, and schedule of values prepared by Contractor and consult with Engineer concerning acceptability. 3. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, progress meetings,job conferences and other project-related meetings, and prepare and circulate copies of minutes thereof. 4. Liaison: a. Serve as Engineer's liaison with Contractor,working principally through 111 Contractor's superintendent and assist in understanding the intent of the Contract Documents. t SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05-4 I b. Assist Engineer in serving as Owner's liaison with Contractor when Contractor's operations affect Owner's on Site operations. ' c. Assist in obtaining from Owner additional details or information,when required for proper execution of the Work. 5. Interpretation of Contract Documents: Report to Engineer when clarifications and interpretations of the Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by Engineer. 6. Shop Drawings and Samples: a. Record date of receipt of Samples and approved Shop Drawings. b. Receive Samples,which are furnished at the Site by Contractor, and notify Engineer of availability of Samples for examination. c. Advise Engineer and Contractor of the commencement of any portion of the Work requiring a Shop Drawing or Sample submittal for which RPR believes that the submittal has not been approved by Engineer. 7. Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report with RPR's recommendations to Engineer. Transmit to Contractor in writing decisions as issued by Engineer. 8. Review of Work and Rejection of Defective Work: a. Conduct on Site observations of Contractor's work in progress to assist Engineer in determining if the Work is in general proceeding in accordance with the Contract Documents. b. Report to Engineer whenever RPR believes that any part of Contractor's work in progress will not produce a completed Project that conforms generally to the Contract Documents or will prejudice the integrity of ' the design concept of the completed Project as a functioning whole as indicated in the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise Engineer of that part of work in progress that RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. 9. Inspections,Tests, and System Startups: ' a. Consult with Engineer in advance of scheduled major inspections, tests, and systems startups of important phases of the Work. b. Verify that tests, equipment, and systems start-ups and operating and maintenance training are conducted in the presence of appropriate Owner's personnel, and that Contractor maintains adequate records thereof. c. Observe, record, and report to Engineer appropriate details relative to ' the test procedures and systems startups. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these ' inspections, and report to Engineer. 10. Records: a. Maintain at the Site orderly files for correspondence, reports of job conferences, reproductions of original Contract Documents including all Change Orders, Field Orders, Work Change Directives, Addenda, additional Drawings issued subsequent to the execution of the Contract, Engineer's clarifications and interpretations of the Contract Documents, progress reports,Shop Drawing and Sample submittals received from and delivered to Contractor, and other Project related documents. 1 SUPPLEMENTARY CONDITIONS ©2014Stantec 1 193801994 007305-5 I b. Prepare a daily report or keep a diary or log book, recording 1 Contractor's hours on the Site,weather conditions, data relative to questions of Change Orders, Field Orders, Work Change Directives, or changed conditions,Site visitors, daily activities, decisions, observations in general, and specific observations in more detail as in the case of observing test procedures; and send copies to Engineer. c. Record names, addresses and telephone numbers of Contractor, subcontractors, and major suppliers of materials and equipment. d. Maintain records for use in preparing Project documentation. e. Upon completion of the Work, furnish original set of all RPR Project documentation to Engineer. 11. Reports: a. Furnish to Engineer periodic reports as required of progress of the Work and of Contractor's compliance with the progress schedule and schedule of Submittals. b. Draft and recommend to Engineer proposed Change Orders, Work Change Directives, and Field Orders. Obtain backup material from Contractor. c. Furnish to Engineer and Owner copies of all inspection, test, and system startup reports. d. Report immediately to Engineer the occurrence of any Site accidents, any Hazardous Environmental Conditions, emergencies, or acts of God endangering the Work, and property damaged by fire or other causes. 12. Payment Requests: Review Applications for Payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to Engineer, noting particularly the relationship of the payment requested to the schedule of values, Work completed, and materials and equipment delivered at the Site but not incorporated in the Work. 13. Certificates, Operation and Maintenance Manuals: During the course of the Work, verify that materials and equipment certificates, operation and maintenance manuals and other data required by the Specifications to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have these documents delivered to Engineer for review and forwarding to Owner prior to payment for that part of the Work. 14. Completion: a. Before Engineer issues a Certificate of Substantial Completion, submit to Contractor a list of observed items requiring completion or correction. b. Observe whether Contractor has arranged for inspections required by Laws and Regulations, including but not limited to those to be performed by public agencies having jurisdiction over the Work. c. Participate in a final inspection in the company of Engineer, Owner, and Contractor and prepare a final list of items to be completed or corrected. d. Observe whether all items on final list have been completed or corrected and make recommendations to Engineer concerning acceptance and issuance of the Notice of Acceptability of the Work. D. Resident Project Representative shall not: I 1. Authorize any deviation from the Contract Documents or substitution of materials or equipment (including "or-equal" items). 1 SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05-6 I 2. Exceed limitations of Engineer's authority as set forth in the Agreement or the Contract Documents. 3. Undertake any of the responsibilities of Contractor,subcontractors, suppliers, or Contractor's superintendent. 4. Advise on, issue directions relative to or assume control over any aspect of ' the means, methods, techniques, sequences or procedures of Contractor's work unless such advice or directions are specifically required by the Contract Documents. 5. Advise on, issue directions regarding, or assume control over safety precautions and programs in connection with the activities or operations of Owner or Contractor. 6. Participate in specialized field or laboratory tests or inspections conducted ' off Site by others, except as specifically authorized by Engineer. 7. Accept Shop Drawing or Sample submittals from anyone other than Contractor. 8. Authorize Owner to occupy the Project in whole or in part. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS ' SC-10.05.B Amend the first sentence of Paragraph 10.05.B by replacing the words "30 days" with the words "10 days." Amend the third sentence of Paragraph 10.05.B by replacing the words "60 days" with the words "30 days." ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK SC-11.01.A.5.c Delete Paragraph 1 1.01.A.5.c in its entirety and insert the following in its place: c. Construction Equipment and Machinery: 1. Rentals of all construction equipment and machinery, and the parts thereof in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. 2. Costs for equipment and machinery owned by Contractor will be paid at a rate shown for such equipment in the [Use rate book appropriate for the Project]. An hourly rate will be computed by ' dividing the monthly rates by 176.These computed rates will include all operating costs. Costs will include the time the equipment or machinery is in use on the changed Work and the costs of transportation, loading, unloading, assembly, dismantling, and removal when directly attributable to the changed Work.The cost of any such equipment or machinery, or parts thereof, shall cease to accrue when the use thereof is no longer necessary for the changed Work. Equipment or machinery with a value of less than $1,000 will be considered small tools. SC-11.03 Delete paragraph 11.03.D in its entirety and insert the following in its place: D. Payment for the Bid Items on a Unit Price basis under this Contract shall be on the basis of quantities actually used in the construction, regardless of the estimated quantities shown in the Bid Form. No revision to the Contract Unit Prices for the Bid SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05-7 I Items shall be considered or allowed due to variations of the actual quantities from the estimated amounts. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES I SC-12.01.0 Contractor's Fee. Delete the semicolon at the end of GC 12.01.C.2.c, and add the following language: I , provided, however, that on any subcontracted work the total maximum fee to be paid by Owner under this subparagraph shall be no greater than 27 percent of the cost incurred by the Subcontractor who actually performs the work. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC-13.07.A Amend the first sentence of Paragraph 13.07.A by striking out the words "one year" and inserting the words "two years." ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION SC-14.02.B5 Add the following new item immediately after Item 14.02.B5d: e. Contractor's failure to make acceptable submittals in accordance with the accepted schedules. ARTICLE 16 - DISPUTE RESOLUTION ' SC-16.01 Delete Paragraph 16.01.0 in its entirety and insert the following in its place: C. If the claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C3 or 10.05.D shall become final and binding 30 days after termination of the mediation, unless within that time period Owner or Contractor: 1. elects in writing to demand arbitration of the claim, pursuant to Paragraph SC-16.02, or 2. agrees with the other party to submit the claim to another dispute resolution process. SC-16.02 Add the following new paragraph immediately after Paragraph 16.01: 16.02 Arbitration A. All claims or counterclaims, disputes, or other matters in q uestion between Owner and Contractor arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of Final Payment as provided by Paragraph 14.09), including but not limited to those not resolved under the provisions of Paragraphs SC-16.01.A and 16.01.B,will be decided by arbitration in accordance with the Construction Industry Dispute Resolutions Procedures of the American Arbitration Association then in effect subject to the conditions and limitations of this Paragraph SC-16.02. This agreement to arbitrate and any other agreement or consent to arbitrate entered into will be specifically enforceable under the prevailing law of any court having jurisdiction. ' B. The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitrator or arbitration provider and a copy will SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05-8 1 be sent to Engineer for information.The demand for arbitration will be made within the 30-day period specified in Paragraph SC-16.01.0 and in all other cases within a reasonable time after the claim or counterclaim, dispute, or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim or other dispute or matter in question would be barred by the applicable statue of limitations. C. No arbitration arising out of or relating to the Contract Documents shall include ' by consolidation,joinder, or in any other manner any other individual or entity (including Engineer, Engineer's consultants and the officers, directors, partners, agents, employees, or consultants of any of them) who is not a party to this Contract, unless: 1. the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration; and 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings. D. The award rendered by the arbitrator(s) shall be consistent with the agreement of the parties in writing and include: (i) a concise breakdown of the award; (ii) a written explanation of the award specifically citing the Contract Document provisions deemed applicable and relied on in making the award. E. The award will be final. Judgment may be entered upon it in any court having jurisdiction thereof and it will not be subject to modification or appeal, subject to provisions of the Controlling Law relating to vacating or modifying an arbitral award. F. The fees and expenses of the arbitrators and any arbitration service shall be shared equally by Owner and Contractor. END OF SECTION I I I 1 I 1 I SUPPLEMENTARY CONDITIONS ©2014 Stantec 1 193801994 00 73 05-9 I SECTION 01 03 00 ALTERNATES PART 1 GENERAL 1.01 SUMMARY A. This Section identifies each Alternate by number and describes the basic changes to be incorporated into the Work as part of that Alternate. Refer also to the Specifications and Drawings for information. B. Alternates may be accepted by the Owner in order and may be used to determine the low Bidder. 1.02 DESCRIPTION OF ALTERNATES A. Alternate No. 1 -Valley View Park Entrance Road: Furnish the materials and labor necessary to remove and replace existing culverts, reclaim the existing roadway, grade and compact reclaim material, and pave bituminous. B. Alternate No. 2-Stagecoach Trail North to Perkins Avenue North-Water Main Improvements: Furnish the materials and labor necessary to remove and replace water main. C. Alternate No. 3-Wear Course Paving in 2015: Furnish the materials and labor necessary to pave the wearing course in 2015. Casting adjustments will also be required in 2015. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 1 I I I I ALTERNATES ©2014 Stantec 1 193801994 01 03 00- 1 1 SECTION 01 10 00 SUMMARY PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Basic description of the Project and Work restrictions. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 SUMMARY OF WORK A. Project Name: 2014 Street Reconstruction Project for the City of Oak Park Heights, Minnesota. B. Description of Work: Work consists of replacement of water main, services, spot replacement of sanitary sewer,sanitary sewer lining, storm sewer improvements, and street reconstruction in the City. 1.04 COMPLETION DATES A. Substantial Completion: Set forth in the Agreement. B. Final Completion: Set forth in the Agreement. 1.05 LIQUIDATED DAMAGES A. Provisions for liquidated damages, if any, are set forth in the Agreement. 1.06 WORK RESTRICTIONS A. Use of Site 1. Location of construction facilities, staging areas, product stockpiles, material storage, and temporary construction shall be within project limits and city right of way. 2. Contractor is responsible for restoration of all staging and/or stockpile areas. 3. Contractor responsible for snow removal and disposal from the Owner's property if necessary to maintain access and working space during construction. 4. Keep existing driveways and entrances clear and available to the public and to the Owner. 5. Contractor shall keep access to all residents and businesses. 6. If additional space is needed, obtain and pay for such space off Site. IB. Access to Site 1. Construction traffic on other City owned residential streets not within the project area will not be allowed. SUMMARY ©2014 Stantec 1 193801994 01 10 00- 1 I 2. Residents shall have access to all side streets and driveways between 7 P.M. to 7 A.M. 1.07 OTHER WORK AT SITE A. The St. Croix River Crossing project is being completed by MnDOT as identified on the Drawings. Work is expected to be completed from east to west throughout the 2014 construction season. I B. Washington County is planning to reconstruct Stagecoach Trail North and 56th Street North, as identified on the Drawings, immediately following the opening of the South Frontage Road to Osgood Avenue (St. Croix River Crossing project). Work is expected to begin in May or June. 1. Contractor shall coordinate water main improvements on Stagecoach Trail North with Washington County. C. Xcel Energy is planning to install new gas lines in several areas. D. The installation and revision of electric power, telephone lines, gas lines, and cable TV by private utilities is anticipated. E. Allow private utility crews free access to the Site and a reasonable amount of time to complete their work. PART 2 PRODUCTS I Not Used. PART 3 EXECUTION Not Used. END OF SECTION I 1 I I I I SUMMARY ©2014 Stantec 1 193801994 01 10 00-2 I ISECTION 01 20 00 IPRICE AND PAYMENT PROCEDURES PART 1 GENERAL I1.01 SUMMARY I A. Section Includes 1. Administrative and procedural requirements for Alternates, pricing of Work, and request for payment procedures. I1.02 PRICE AND PAYMENT PROCEDURES I A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. I1.03 ALTERNATES A. See Section 01 03 00, Alternates. IB. Alternates may be accepted by the Owner in any order and may be used to determine the award of Contract consistent with the Instructions to Bidders. 1 1.04 BID UNIT PRICES Provide access and assist Engineer in determining actual quantities of Bid Unit Price work. IA. B. Provide documentation to substantiate Bid Unit Price work. C. If the Contractor delivers and places more of any material that is paid for on a Bid Unit Price basis than is required to perform the Work and thereby causes the materials to be wasted, the quantity wasted will be deducted from the final measurement for that Bid I Item. 1.05 PAYMENT PROCEDURES I A. Engineer will provide initial Application for Payment Form. Contractor shall request the form if it is not provided at the Preconstruction Conference. I B. Submit 1 preliminary copy of progress payment application for review, consistent with Article 14 of the General Conditions.Submit 4 signed copies of Application for Payment to Engineer prior to the dates identified at the Preconstruction Conference. C. Attach the following supporting documentation, in addition to the requirements of General Conditions Article 14: 1. Documentation to substantiate Bid Unit Price work. 1 2. Updated construction schedule consistent with Section 01 33 00. I PRICE AND PAYMENT PROCEDURES i ©2014 Stantec 1 193801994 01 20 00- 1 I I PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. I END OF SECTION 1 I I I I I 1 I I 1 I I I PRICE AND PAYMENT PROCEDURES ©2014 Stantec 1 193801994 01 20 00-2 I SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. General requirements for overall Project coordination. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 UTILITIES A. Notify Gopher State One Call before starting construction in a given area requesting utility locates in the Site. ( B. Project Utility Sources: Coordinate Work with the following utility owners.The following utilities are known to be on the Site and are shown on the Drawings in a general way: 1. Water: Owner. 2. Sanitary Sewer: Owner. 3. Storm Sewer: Owner. 4. Electric:Xcel Energy. 5. Gas: Xcel Energy. 6. Communications: CenturyLink, Comcast, Access Communication Tech. C. Owner requires a minimum 72-hour notice for all residential utility interruptions. No residential utility interruptions shall begin prior to 9 a.m. and maximum service interruption shall be 8 hours. D. Owner requires a minimum notice of 10 calendar days (excluding city recognized holidays) for utility interruptions to businesses, commercial properties, or for interruptions that will affect more than 10 properties. It may be required that these types of utility interruptions occur at night. 1.04 PERMITS iA. Apply for, obtain, and comply with the provisions of the following permits: 1. MPCA Stormwater Discharges Associated With Construction Activities NPDES General 1 Permit. 2. Washington County Right of Way Permit. B. Apply for, obtain, and comply with other permits, licenses, and approvals which may be required for the Project. C. Contractor is responsible for all costs associated with obtaining the required permits. I PROJECT MANAGEMENT AND COORDINATION 1 ©2014 Stantec 1 193801994 01 31 00- 1 I 1.05 SURVEYING AND CONSTRUCTION OBSERVATION A. Provide Engineer a minimum of 48-hour notice in advance of the need for establishing lines, grades, measurements, grade checks, and observation of Work. B. Notify Engineer prior to all special inspections. 1.06 PROJECT MEETINGS A. Administrative Requirements 1. Project Superintendent or persons designated by the Contractor to attend and participate in the Project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the Project meetings. 2. Engineer will set the time, sites, and prepare the agenda for the meetings. 3. Engineer will prepare meeting minutes and distribute 1 copy to Contractor. Notify Engineer of inaccuracies or discrepancies in the meeting minutes within 5 calendar days of receipt of the minutes. 4. The attendance and cooperation of subcontractors and suppliers may be required. B. Preconstruction Conference 1. Provisions for the Preconstruction Conference are set forth in the General Conditions. 2. Requirements for preconstruction submittals are set forth in the General Conditions. Submittal procedures shall be consistent with Section 01 33 00. C. Progress Meeting Procedures I 1. Engineer will schedule construction progress meetings throughout the duration of the Project to assess the progress of the Work, identify and discuss Project related issues, and discuss near-term construction activities. 2. Progress meetings are expected to occur once per week throughout the duration of the Project, but may be scheduled at any time at the request of the Engineer. PART 2 PRODUCTS i Not Used. PART 3 EXECUTION Not Used. I END OF SECTION 1 I I I PROJECT MANAGEMENT AND COORDINATION 0 2014 Stantec 1 193801994 01 31 00-2 I 1 SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 GENERAL I1.01 SUMMARY A. Section Includes 1. General procedures and requirements for submittals during the course of construction. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 SEQUENCING AND SCHEDULING I A. Schedule submittals consistent with the Contractor's schedule of sho p drawings. drawin 9 PART 2 PRODUCTS Not Used. 1 PART 3 EXECUTION 3.01 CONSTRUCTION SCHEDULE IA. Submit preliminary schedule and progress schedule consistent with the General Conditions. IB. Prepare schedules on 11 inch by 17 inch sheets showing overall sequence of construction. Organize the schedule by work activity. Identify separate stages of each work activity: I 1. List work items in chronological sequence. Show beginning and completion dates of each activity. Include all activities with an estimated duration of 3 days or longer. 2. Format schedule as a horizontal bar chart. Provide separate bars for each activity or trade. I 3. Provide space for revisions and notations. 4. Identify interrelations between activities. 5. Include estimated times for preparation of submittals by Contractor, processing and review of submittals by Engineer, fabrication, delivery, installation, testing, start-up, I instruction of Owner, and clean-up. C. As Work progresses, revise, update, and resubmit schedule as requested by Engineer. At a minimum, update schedule with each Application for Payment. Show all activities started or finished since previous schedule was submitted and show percentage of completion for each activity. I t SUBMITTAL PROCEDURES i0 2014 Stantec 1 193801994 01 33 00-1 I 3.02 EMERGENCY CONTACT LIST A. Before any Work at the Site is started,submit a typed list on 8.5 inch by 11 inch paper ! outlining 24-hour on-call contacts for the Project. This list shall include the Contractor's safety representative, key representatives from the Contractor,subcontractors, and suppliers. Include the following information for each contact: I 1. Company name. 2. Contact person(s). 3. Local and mobile phone numbers. 4. Fax number. 3.03 SHOP DRAWINGS AND MANUFACTURERS' INFORMATION A. Conform to the requirements of the General Conditions, except as modified herein. B. The minimum sheet size shall be 8.5 inches by 11 inches. Non-legible copies will not be reviewed. C. Submit a minimum of 3 copies of shop drawings, plus the quantity of copies the Contractor wants returned. Each copy shall contain the following information: 1. Date of submission and date of any previous submittals. 2. Project Title. 3. Names Of: Contractor, subcontractor, supplier, and manufacturer. 4. Identification of product and Specification Section number. 5. Identification of revisions from previous submittals. 6. A 4 inch by 4 inch blank space for the Engineer's stamp. D. Engineer's review will be in conformance with the requirements of the General Conditions, except as modified herein. E. Engineer will stamp shop drawings and indicate requirements for Contractor's review or resubmittal as follows: 1. "Approved"-Appears that items covered by the submittal will, after installation or incorporation into the Work, conform to the Contract Documents and appears to be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. "Approved as Noted" Appears that items covered by the submittal will, after installation or incorporation into the Work, conform to the Contract Documents and appears to be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents, except as noted by Engineer. 3. "Revise and Resubmit"-Appears that items covered by the submittal will not, after installation or incorporation into the Work, conform to the Contract Documents and will not be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Work cannot proceed until the submittal is revised and resubmitted conforming to the resubmittal procedures described in the General Conditions. 4. "Rejected"-Work covered by the submittal is not complete or it appears that items covered by the submittal will not, after installation or incorporation into the Work, conform to the Contract Documents and will not be compatible with the design concept of the completed Project as a functioning whole as indicated by the I SUBMITTAL PROCEDURES ©2014 Stantec 1 193801994 01 33 00-2 I Contract Documents. Contractor shall conform to the resubmittal procedures described in the General Conditions. F. Engineer will return reviewed submittals to Contractor by email unless requested by the Contractor to use mail. If mailing is requested or required,it will be by U.S. Postal Service general delivery. If Contractor wants Engineer to expedite return delivery, Contractor shall notify Engineer in writing and reimburse Owner for delivery plus 15-percent mark-up. 3.04 TEST REPORTS A. Submit 3 copies of all inspections, tests, and approvals required in the Specification. 3.05 MATERIAL AND SAFETY DATA SHEETS A. Furnish Owner with current copies of Material and Safety Data Sheets for all chemicals and products on Site. END OF SECTION I I I I I r I I I I SUBMITTAL PROCEDURES ©2014 Stantec 1 193801994 01 33 00-3 I SECTION 01 40 00 QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Information required for conformance to regulatory requirements. 2. Quality assurance. 3. Procedures to measure and report the quality and performance of the Work. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCE STANDARDS A. Whenever reference is made to the Minnesota Department of Transportation Specifications, such reference shall mean "Standard Specifications for Construction" or the "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) and all subsequent revisions and supplements. The word "Engineer" is understood to refer to the Engineer for the Owner. 1.04 SUBMITTALS A. Prior to start of Work, submit testing laboratory name for various specified tests for approval by Engineer. B. Laboratory test results or analysis. C. Manufacturer's certificates of quality control or performance. 1.05 WORKMANSHIP A. Comply with industry standards of the region, except where more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. 1.06 TESTS AND INSPECTIONS A. Conform to the requirements of the General Conditions, except as modified herein. B. Notify Engineer 48 hours prior to expected time for operations requiring tests and inspections. I C. Provide incidental labor and facilities to obtain and handle samples at Site or source, transport samples to laboratory,facilitate tests and inspections for storing and curing of test samples. t QUALITY REQUIREMENTS ©2014 Stantec 1 193801994 01 40 00- 1 I 1.07 LABORATORY REPORTS A. After each inspection and test, submit 3 copies of Laboratory Report to Engineer. B. Include: Date issued, Project title and number, name of inspector, date and time of sampling or inspection, identification of product and Specifications Section, location in the Project, type of inspection or test, date of test, results of tests, and conformance with I Contract Documents. 1.08 LABORATORY RESPONSIBILITIES I A. Test samples and perform field tests. B. Provide qualified personnel. Cooperate with Engineer and Contractor in performance of services. C. Ascertain compliance with the requirements of the Contract Documents. I D. When requested by Engineer, provide interpretation of test results. 1.09 LIMITS ON TESTING LABORATORY AUTHORITY I A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop Work. I 1.10 MANUFACTURER'S CERTIFICATES A. If requested by Engineer, submit manufacturer's certificate with shop drawings certifying i that products meet or exceed specified requirements executed by responsible officer. 1.11 MANUFACTURER'S FIELD SERVICES I A. Provide qualified representative to observe field conditions; conditions of surfaces and installation; quality of workmanship; start-up of equipment; and test, adjust, and balance of equipment. PART 2 PRODUCTS Not Used. PART 3 EXECUTION I Not Used. END OF SECTION 1 I QUALITY REQUIREMENTS ©2014 Stantec 1 193801994 01 40 00-2 1 ISECTION 01 50 00 ITEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL I1.01 SUMMARY A. Section Includes 1. Temporary utilities and miscellaneous temporary facilities required during construction. I B. Products furnished but not installed under this Section or products installed but not furnished under this Section. C. Related Sections 1. Section 31 23 00- Excavation and Fill. 1.02 PRICE AND PAYMENT PROCEDURES IA. Measurement and Payment 1. A Bid Item has been provided for Mobilization. Measurement is Lump Sum. This will be I considered payment in full for all work and costs of this Bid Item. When the amount Bid for Mobilization exceeds 5 percent of the Total Base Bid, the Owner reserves the right to withhold the portion in excess of 5 percent until 95 percent or more of the original Contract amount is earned. I a. Partial payment of the Lump Sum Bid Item "Mobilization" will be made using a percentage based on the following: Cumulative Percent of IMobilization Item Paid First Partial Payment 50 I Percent of original Contract amount earned -25 70 Percent of original Contract amount earned 50 90 Percent of original Contract amount earned-100 100 1 2. By-Pass Pumping is considered incidental. All work and costs associated with this item shall be incidental to the Project. 3. A Bid Item has been provided for Temporary Water Service. See Section 33-10-00, I Water Utilities. 4. A Bid Item has been provided for Traffic Control, and Traffic Control-Stagecoach Trail Water Main Improvements. Measurement is Lump Sum. I a. This shall be considered payment in full for all labor, equipment,and materials associated with the required Traffic Control devices for the entire Project, and related Bid Part or Alternate. I b. This Bid Item shall include but not be limited to furnishing, installing, and relocating the Traffic Control due to various road closures, daily maintenance, and ultimate removal of all such devices used over the duration of the Contract or as directed by the Engineer: 1 1 TEMPORARY FACILITIES AND CONTROLS I ©2014 Stantec 1 193801994 01 50 00-1 I c. Partial payment of the Lump Sum Item "Traffic Control"will be made using a 1 percentage based on the following: Cumulative Percent of Traffic Control Item Paid First Partial Payment 50 Percent of original Contract amount earned-25 70 1 Percent of original Contract amount earned-50 90 Percent of original Contract amount earned- 100 100 5. A Bid Item has been provided for Temporary Mail. Measurement is Lump Sum a. This shall be considered payment in full for all labor, equipment, and materials associated with the required placement and maintenance of temporary mailbox banks during construction for the entire Project. b. This Bid Item shall include but not be limited to furnishing, installing, and relocating the temporary and existing mailboxes due to various road closures, daily maintenance, and ultimate removal of all. c. Contractor will coordinate with the US Postal Service to determine mailbox bank location on the site. d. Partial payment of the Lump Sum Bid Item "Temporary Mail" will be made using a percentage based on the following: Cumulative Percent of Item Paid I First Partial Payment 50 Percent of original Contract amount earned-25 70 Percent of original Contract amount earned-50 90 Percent of original Contract amount earned- 100 100 6. No bid item has been provided for Sanitary Facilities. Sanitary Facilities shall be considered incidental to the Project with no direct payment made. 7. No Bid Item has been included for Temporary Sanitary Service. All work and costs associated with this item shall be incidental to the Project. 8. No Bid Item has been included for Dewatering. All work and costs associated with this item shall be incidental to the Project. 9. No Bid Item has been included for Bypass Pumping. All work and costs associated with this item shall be incidental to the Project. 10. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction" and # "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.). B. The Minnesota Manual on Uniform Traffic Control Devices (MMUTCD), including the Field Manual on Temporary Traffic Control Zone Layouts-Latest edition. C. Minnesota Department of Transportation Traffic Engineering Manual. I I TEMPORARY FACILITIES AND CONTROLS ©2014 Stantec 1 193801994 01 50 00-2 I 1.04 SUBMITTALS A. Construction Staging Plan consistent with Section 01 33 00, including the following information: 1. Sequence of construction and traffic control. 2. Streets closed or restricted during any stage of construction. 3. Provisions for routing any detoured traffic as permitted. 4. Specific signs, striping, and other traffic control devices to be utilized. B. Traffic Management Plan consistent with Section 01 33 00, including the following information: I1. Haul and access routes. 2. Permits or applications required by local authorities. 3. Temporary facilities required. C. Submit Product Data for the following items consistent with Section 01 33 00: 1. Pipe, fittings, valves, etc. for temporary water service. 111 PART 2 PRODUCTS 2.01 TEMPORARY WATER A. All temporary water main and service pipes shall be "Aquamine" self-restraining joint,SDR- 21, Class 200 pipe, or approved equal. B. All fittings, valves, bends, backflow prevention, etc. shall be supplied by the same manufacturer of the pipe. C. All pipe and materials shall be potable water rated. PART 3 EXECUTION 3.01 MOBILIZATION A. Move personnel, equipment, materials, and all other items required to complete the Work at the Site. B. Establish Contractor offices, building, or other facilities necessary for Work on the Project. C. Temporarily hold or relocate utilities and any miscellaneous structures, such as signs, power poles, guy wires, and mailboxes disturbed. 3.02 SIGNS, MAILBOXES, ETC. REMOVAL AND REPLACEMENT A. Remove, store carefully, and replace all non-City or County owned signs, posts, etc. that may be within the Site as directed by Engineer. Owner will remove and replace Owner's signs. B. Remove existing mailboxes and posts, and temporarily install in locations determined by Engineer or as shown on Drawings. Replace mailboxes prior to Substantial Completion. Removal, temporary reinstallation, and replacement shall occur such that mail delivery is I TEMPORARY FACILITIES AND CONTROLS ©2014 Stantec 1 193801994 01 50 00-3 I not interrupted. Mailboxes, posts, and appurtenances damaged during construction shall be replaced with new at no charge to Owner. C. Temporary mailbox location(s) and requirements are subject to approval of the Post Office responsible for delivery of the mail to the area.The Post Office may modify the list of addresses requiring the installation of a temporary mailbox. D. Reinstall mailboxes as detailed in Drawings. 3.03 TEMPORARY WATER MAIN AND SERVICES 1 A. During construction, the Contractor will be required to install and maintain temporary water main to all affected homes, apartments, and / or businesses.The temporary service will allow efficient removal of the existing water main and services, and installation of the new. B. The temporary service shall provide adequate pressure and volume to properties. I C. Use a minimum of 3 inches diameter main line and 3/4-inch service line. D. The Contractor will be required to pressure test and bacteria test all temporary water lines prior to making any connections to homes or terminating existing water service. E. The Contractor shall install backflow prevention at the connecting hydrant. 1 F. The Contractor shall install any main line valves that may be required to shut off or isolate an area based on the Contractors schedule of work or temporary water system. I G. Inform residents and Engineer at least 72 hours prior to any interruption of water service. H. Coordinate all work with the Engineer and City of Oak Park Heights Public Works. Provide 1 emergency phone numbers of personnel to call during evenings and weekends. Maintain, inspect, and adjust the temporary piping as needed or directed throughout the construction. If staging of the temporary system is necessary, provide a schedule and description of how this is to be accomplished.Submit a plan for temporary service for approval by the Owner. I. The Contractor shall be responsible for all items associated with the temporary water main, including the following: coordinate all work with the City's Public Works; coordinate and communicate with property owners regarding connection to homes and location of service lines; inform residents when work is to take place and the potential for temporary disruption of service during the switch to the temporary system; provide ramping or shallow trenching at driveway and street crossings. J. Phase work so that fire protection is maintained at its current service level throughout construction. 3.04 TEMPORARY GATE VALVE A. City water main valves in the project area are limited. During construction, the Contractor will be required to install and maintain temporary gate valves that coincide with the approved water main phasing construction schedule. I TEMPORARY FACILITIES AND CONTROLS ©2014 Stantec 1 193801994 01 50 00-4 I IB. All temporary valves are incidental to the Temporary Water Service bid item. 1 C. The Contractor shall install any main line valves that may be required to shut off or isolate an area based on the Contractors schedule of work or temporary water system. Only permanent valves to be installed are shown on the Drawings. Any valve not installed in its permanent location shall be considered temporary. D. The Contractor will be required to adequately disinfect all temporary valves, piping and fittings prior to installation. IE. All temporary valves will be required to be removed upon phasing completion. I3.05 TEMPORARY HYDRANT A. During construction, temporary hydrants may be required to maintain existing fire projection, to serve as temporary water service feed points, as well as testing and flushing I locations. The location determined by the contractor will coincide with the approved water main phasing construction schedule. I B. Only permanent hydrants to be installed are shown on the Drawings. Any hydrant not installed in its permanent location shall be considered temporary. I C. The Contractor will be required to adequately disinfect all temporary hydrants, valves, piping and fittings prior to installation. All temporary hydrants will be required to be removed upon phase completion. ID.E. All temporary hydrants are incidental to the Temporary Water Service bid item. I3.06 TEMPORARY SANITARY SERVICE A. The Contractor is responsible for maintaining all existing sanitary service lines during utility installation and prior to installing and connecting new sanitary services. I B. The layout and processes for temporary sanitary service must be approved by the Owner. C. The services shown on the Drawings are provided from televising tapes and reports. The contractor may view the tapes and reports at their discretion. I D. The Contractor shall provide a temporary service method that meets all current laws and regulations. I E. Sanitary sewer service must be maintained at all times. Main line flows must either be diverted around construction through bypass pumping or installation of a temporary gravity line. The contractor is responsible for all costs associated with these methods. The Contractor shall not have temporary lines entering new manholes. If a temporary I connection from an existing line to new line is required, this shall be completed with a wye and clean out.The wye and clean out will then be removed and the wye abandoned in place following construction. L 3.07 BYPASS PUMPING IA. All bypass pumping shall be attended at all times by on site personnel. TEMPORARY FACILITIES AND CONTROLS ©2014 Stantec 1 193801994 01 50 00-5 I B. Firm pumping capacity shall be required in the pumps provided. A back up pump shall be kept on-site and be operational and available in case of main pump failure. C. The maximum allowable noise from the generator shall be measured at 76 decibels and 7 meters. D. The Contractor is responsible for protecting the bypass manhole and piping, as well as the discharge point. All signing or warning devices shall be included in the Bid Unit Price for Traffic Control. All protection of the piping such as aggregate bridging shall be included is considered incidental. E. All sanitary flows shall be pumped around areas with no spillage allowed. F. Any spill needs to be reported as required by law. I 3.08 TEMPORARY UTILITIES A. Provide and maintain all temporary facilities, utilities, and controls as long as needed for I the safe and proper completion of the Work. Remove all temporary facilities, utilities, and controls as rapidly as progress will permit or as directed by Engineer. B. Temporary Water for Construction 1. Use of new or existing hydrants is prohibited, except for testing and flushing of newly installed mains. 2. Obtain water for construction from locations designated by the Owner. C. Temporary Water for Construction 1. Obtain water for construction from Owner at a hydrant. Obtain a meter and backflow prevent or assembly from Owner. Return to Owner at completion.There is no charge for meter use during construction. 2. Owner will pay for the costs of the water. 3.09 CONSTRUCTION FACILITIES A. Sanitary Facilities 1. Comply with all governing regulations, including safety and health codes, for sanitary fixtures and facilities. 2. Provide self-contained toilet units, or water and sewer connected temporary toilet facilities, consistent with governing regulations. Contractor may not use Owner's toilet facilities. 3. Provide and maintain adequate supply of toilet tissue, paper towels, paper cups, and similar disposable materials appropriate for each facility. Provide appropriate covered waste containers for used material. 3.10 TEMPORARY CONSTRUCTION A. Pumping and Dewatering 1. Provide draining, pumping, dewatering, and cleaning operations necessary to complete the Work. 2. Provide all necessary pumping to remove all surface water and groundwater from structures as required for the Work. Provide erosion control measures for discharge of water. 3. Protect Site and adjacent property to avoid damage. TEMPORARY FACILITIES AND CONTROLS ©2014 Stantec 1 193801994 01 50 00-6 1 1 4. Discharge water only at locations approved by Engineer. Never discharge storm water or groundwater into sanitary sewer facilities. III3.11 TRAFFIC CONTROL A. General 1 1. The Contractor shall provide and maintain all traffic control devices in accordance with the approved Construction Staging Plan. All traffic control devices and other protective measures shall conform to MMUTCD. I 2. The Contractor shall designate a Work Zone Safety Coordinator who shall be responsible for safety and traffic control management in the Project work zone. The Work Zone Safety Coordinator shall be either an employee of the Contractor such as a I superintendent or a foreman, or an employee of a firm which has a subcontract for overall work zone safety and traffic control management for the Project.The responsibilities of the Work Zone Safety Coordinator shall include, but not be limited to: a. Coordinating all work zone traffic control operations of the Project, including those I of the Contractor, subcontractors and suppliers. b. Establishing contact with local school district, government, law enforcement, and emergency response agencies affected by construction before work begins. I 3. The Contractor will not be permitted to park vehicles as to obstruct a traffic control device. 4. The Contractor will not be permitted to store materials or equipment within 30 feet of I through traffic, unless approved by the Engineer. If materials or equipment must be stored within 30 feet of through traffic, the Contractor shall provide barricades or barriers, as directed by the Engineer, to warn and protect traffic. 5. The Contractor shall conduct Work in a manner which will allow access to all properties within and adjacent to the Project by fire, police, and emergency vehicles. 6. The Contractor is responsible to maintain all unpaved surfaces. The surface shall be watered and bladed as directed by the Engineer, and residents shall have access to I driveways every evening, except as approved by the Engineer. 7. Stagecoach Trail North-Water Main Improvements: Maintain a minimum of one lane of access during construction, utilizing traffic signs and flaggers as conforming to the IMMUTCD. B. Construction Staging Plan I 1. Within 10 days following the approval of the Contract, the Contractor shall provide the Engineer with a Construction Staging Plan and a Traffic Management Plan. The Engineer may accept, reject, or suggest alterations to the plans.These plans shall reflect the following conditions: I a. The Contractor shall provide a method of protecting traffic from open excavation areas. b. The construction staging plan is shown in the Drawings. I c. With exception to the streets closed for construction, the minimum through-lane lane widths of 9 feet will be maintained at all times and 2-way traffic (1 lane in each direction) will be maintained at all times. I d. Provide access for emergency vehicles and busses to all residences and businesses at all times. e. The Contractor will re-establish access to all driveways at the end of each working day.The Engineer may direct construction of temporary driveways as needed to I maintain access to residences or businesses. f. The Contractor shall furnish, install, and maintain "ROAD WORK AHEAD"and "END ROAD WORK"signs in advance of and beyond each end of the construction limits. I TEMPORARY FACILITIES AND CONTROLS I ©2014 Stantec 1 193801994 01 50 00-7 I The Contractor shall also furnish,install, and maintain"ROAD WORK AHEAD"signs in advance of the construction limits on all intersecting roads and streets. g. The staging shall be undertaken to provide street access and local access to adjacent properties as directed by the Engineer. The Engineer may modify the requirements for traffic control as deemed necessary due to field conditions. h. Contractor shall remove traffic control devices at the conclusion of the Work. C. Vehicle Warning Light 1. All Contractors', subcontractors', and suppliers' mobile equipment,which are working in the lane closure or within 15 feet of the lane closure, shall be equipped with operable warning lights which meet the appropriate requirements of the SAE Specifications.This would include any vehicle which enters the traveled roadway at any time.The SAE Specification requirements are as follows: a. 360-Degree Rotating Lights-SAE Specification J845. b. Flashing Lights-SAE Specification J595. c. Flashing Strobe Lights -SAE Specification J1318. D. Temporary Lane Closures 1. Temporary Lane Closures shall conform to the following: a. A "short-term" lane closure or traffic restriction shall be one that is in-place only during the Contractor's work hours. b. Temporary"short-term"lane closures by the Contractor, consistent with time restrictions, will be permitted during those hours and at those locations approved by the Engineer. Requests for"short-term"lane closures shall be made at least 24 hours prior to such closures. The Contractor shall furnish, erect, and maintain all traffic control devices required for these closures. No direct compensation will be made for temporary lane closures. c. Application of traffic control devices shall be in accordance with the Field Manual. d. Lane closures will not be permitted during inclement weather, nor any other time when, in the opinion of the Engineer, the lane closures will be a hazard to traffic. e. When a temporary lane closure is used by the Contractor, the closure shall be incidental work and no direct compensation will be made therefore. E. Traffic Control Devices ' 1. Daily inspect and insure that all traffic control devices required by the construction are in accordance with the MMUTCD. Any discrepancy between the actual devices in use and the required devices shall be immediately rectified. At least 1 nighttime inspection shall be made each week. 2. The Contractor shall furnish qualified flagpersons to adequately control traffic when needed or as directed by the Engineer. Qualified flagpersons shall comply with the requirements set forth in the Flagging Handbook Section of the Field Manual. Flagpersons are required to protect construction vehicles during unloading of construction materials. 3. Furnish names, addresses, and phone numbers of at least 3 individuals responsible for the placement and maintenance of traffic control devices. At least 1 of these individuals shall be "on call" 24 hours per day, 7 days per week during the time any traffic control devices furnished and installed by the Contractor are in place. 4. Respond to any request from the Engineer to improve or correct the usage of traffic control devices on or related to this Project within 1 hour of the time of notification. 5. Keep all traffic control signs and devices in a legible condition. This shall include but not be limited to removing grime and dust deposited on any device by traffic, natural causes, or when requested by Engineer. TEMPORARY FACILITIES AND CONTROLS ©2014 Stantec 1 193801994 01 50 00-8 I 1 6. The Contractor shall store at least 10 extra Type 1 barricades with flashers, 5 extra Type III barricades, and 10 extra drums, at a convenient location within the Project limits for use in an emergency, as approved by the Engineer. No direct compensation will be made to the Contractor for furnishing and erecting these traffic control devices. F. Failure to Complete The Work On Time 1 1. The Contractor will be subject to an hourly charge for failure to maintain the traffic control devices. Non-compliance charges,for each incident,will be assessed at a rate of$250 per hour for each hour or any portion thereof with which the Engineer I determines that the Contractor has not complied. 2. The Contractor will be subject to an hourly charge for failure to remove temporary lane restrictions within the permitted hours, unless authorized by the Engineer. Non- cI ompliance charges, for each incident,will be assessed at a rate of$500 per hour for each hour or any portion thereof with which the Engineer determines that the Contractor has not complied. I3.12 TEMPORARY BARRIERS AND ENCLOSURES A. Temporary Barriers I 1. Install to protect trenches and other Work that may be hazardous or could be damaged by pedestrian or vehicle traffic. 2. Provide/install temporary covers, enclosures, markers, and barriers as necessary to I protect Work. 3. Damage to the Site caused by removal of temporary fencing, including postholes, shall be promptly repaired by Contractor. During removal at no time shall the Work remain unattended if a dangerous condition exists because of incomplete removal or ISite repairing. 3.13 ADDITIONAL TRAFFIC CONTROL DEVICES IA. General 1. In addition to the traffic control devices shown on the Traffic Control Layouts, the I Engineer may require more traffic control as traffic conditions may warrant. 2. The Contractor shall furnish the additional traffic control devices as ordered by the Engineer. I 3. The devices shall be installed and maintained in a functional and/or legible condition at all times, to the satisfaction of the Engineer. END OF SECTION I I I I I TEMPORARY FACILITIES AND CONTROLS I ©2014 Stantec 1 193801994 01 50 00-9 I TRAFFIC CONTROL CHECKLIST 1 ITEM HOW MANY? I 1. Are any devices missing? ['Yes ❑No Do any devices need repair? ❑Yes ❑No I Were all replaced or repaired? ❑Yes ❑No 2. Are any lights (flashers, etc) not functioning? CJ Yes ❑No t Were they all replaced or repaired ❑Yes ❑No 3. Are any devices improperly placed? ❑Yes ❑No I Were all positions corrected? ❑Yes ❑No 4. Do any devices need cleaning? ❑Yes ❑No I Where all devices cleaned? ❑Yes ❑No ADDITIONAL COMMENTS: I I i The above check was completed by (name / title) on: at: ❑AM ❑PM I (date) (time) 1 I I i 1 I ISECTION 01 57 13 1 TEMPORARY EROSION AND SEDIMENT CONTROL PART 1 GENERAL 1.01 SUMMARY I A. Section Includes 1. Managing storm water runoff and other Project related water discharges to minimize sediment pollution during construction. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. Bid Items have been provided for temporary measures to control soil erosion and sedimentation. Payment at the Bid Unit Price will be considered compensation in full for all Work necessary to complete the Bid Item in full, including installation, I maintenance, sediment removal, repairs, and removals. 2. Measurement will be based upon the units as listed below for Bid Items removed, abandoned, or salvaged complete as specified. No measurement will be made of I any removals that are not required. The actual quantity installed multiplied by the appropriate Bid Unit Price will be compensation in full for all Work and costs of the following Bid Items.80-percent partial payment will be made upon installation and 20- ' percent payment will be made upon removal and restoration a. Silt Fence: Payment will be by lineal foot for each type. Measurement will be along the base of the fence, from outside to outside of the end posts for each section of fence. I b. Inlet Protection: Measurement will be by each. Includes in street and non-paved catch basin inlet protection. Each catch basin will receive payment for only one time during the project Work, regardless of the protection prior to or after paving. III c. Temporary Construction Entrance: Incidental to the Remove Bituminous Pavement bid item,in Section 02 41 13. Onsite reclaim and aggregate material shall be utilized for all temporary construction entrances as required. I d. Seeding, Including Seed, Fertilizer, and Wood Fiber Blanket: Payment will be by type installed. Measurement will by square yard. e. Hydraulic Soil Stabilizer:Shall be considered incidental for temporary placement purposes. f. Ditch Check:Shall be considered incidental for temporary placement purposes. g. Filter Logs:Shall be considered incidental for temporary placement purposes. h. Sediment Trap: Shall be considered incidental to the Project. 1 3. No Bid Item has been provided for Water for Dust Control. Water used for the construction of the streets will be considered incidental to the Project. 4. All other Work and costs of this Section shall be incidental to the Project and included IIin the Total Base Bid. B. Related Sections 1. Section 31 23 00-Excavation and Fill. 1 2. Section 32 92 00-Turf and Grasses. I TEMPORARY EROSION AND SEDIMENT CONTROL I ©2014 Stantec 1 193801994 01 57 13- 1 I 1.03 REFERENCES 1 A. Minnesota Department of Transportation "Standard Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2130-Application of Water for Dust Control. 2. 2573-Storm Water Management. 3. 2575- Establishing Turf and Controlling Erosion. B. MPCA's NPDES General Stormwater Permit for Construction Activity. 1.04 SUBMITTALS A. Completed application form for the MPCA's NPDES General Stormwater Permit for 1 Construction Activity (MN R100001) conforming to Section 01 33 00 1. NPDES permit inspection log resulting from weekly Site inspections. 2. Amendments to the Stormwater Pollution Prevention Plan (SWPPP) for the Project. 3. Completed form for MPCA's Notice of Termination. B. Contractor Prepared Schedules and Plans 1. Erosion Control Schedule: Conforming to MnDOT Spec. 1717.2C and submitted each week that construction is active. 2. Site plans in conformance with MnDOT Spec. 1717.2D a. Submitted when requested by the Engineer. b. Site plans prepared by Contractor will indicate Contractor operations, erosion and sediment control measures, and a schedule of starting and completion times. C. Certification and Sampling 1. Furnish a manufacturer's certification stating that the material supplied conforms to the requirements of this Section.The certification shall include or have attached typical results of tests for the specified properties, representative of the materials supplied. 1.05 QUALITY ASSURANCE I A. Erosion Control Supervisor:.Provide an Erosion Control Supervisor to direct the erosion control operations and insure compliance with Federal, State, and Local ordinances and regulations. B. Certified Installers: Provide a certified installer to install or direct installation of erosion or sediment control practices. Certification shall be obtained through the University of Minnesota Erosion Control Inspector/Installer Certification program, or approved equal. 1.06 PERMITS I A. Project disturbs 1 or more acres of total land area. Co-submittal with the Owner of a completed NPDES application form for the MPCA's General Stormwater Permit for Construction Activity and the appropriate fees to the MPCA is required. Submit a copy of the completed,signed, and dated application form to Owner. B. Permit coverage will become effective 7 days after the postmarked date of the completed application form. Or Permit coverage is anticipated to become effective 30 days after the postmarked date of a completed application form and SWPPP submittal to the MPCA. TEMPORARY EROSION AND SEDIMENT CONTROL ©2014 Stantec 1 193801994 01 57 13-2 I 1.07 SEQUENCING AND SCHEDULING A. Install sediment control measures prior to grading activities. B. Schedule and coordinate the Work so that permanent erosion and sediment control BMPs, such as basin construction, rip rap placement, and permanent seeding, are directly incorporated into the supplement permanent erosion and sediment control BMPs with temporary BMPs. Place temporary BMPs when permanent erosion control cannot be achieved. Coordinate construction operations so that erosion and sediment control measures (permanent or temporary) are installed and maintained concurrently with the rest of the Work of the Project. C. Coordinate and schedule the Work of subcontractors such that erosion and sediment control measures are fully executed for each operation and in a timely manner over the duration of the Project. Develop a chain of responsibility for all subcontractors and operators on the Project to ensure that permit provisions are adhered to. D. Infiltration areas and constructed infiltration systems should not be constructed until the contributing drainage area and/or adjacent construction has been completely stabilized. When this timing of construction is not possible, the Contractor shall insure sediment from exposed soil areas of the Project does not enter into the infiltration area or system. E. Stabilization timeframes shall conform to the NPDES General Stormwater Permit for Construction Activity. F. Prior to Project shutdown for the winter or other periods of a week or more, the Site shall be adequately protected from erosion and off Site damage by covering exposed soils with mulch and establishing perimeter controls. G. If the Contractor fails to install erosion or sediment measures, the Engineer may withhold payment from related work until the control measures are undertaken by the Contractor 1. When the Contractor fails to conduct the quality control program, does not conduct the inspection required in the NPDES permit, or fails to take action ordered by the Engineer to remedy erosion or sediment control problems, the Engineer shall issue a Written Order to the Contractor. i 2. The Contractor shall respond within 24 hours with sufficient personnel, equipment, materials, and conduct the required Work or be subject to a $1,000 per calendar day deduction for noncompliance. H. Establish permanent turf in accordance with Section 32 92 00 to prevent excessive soil erosion. PART 2 PRODUCTS 2.01 SILT FENCE: Conform to MnDOT Spec. 3886. A. Machine sliced. 2.02 TEMPORARY CONSTRUCTION ENTRANCE 1 1. Utilize existing reclaim and aggregate base material from onsite. i TEMPORARY EROSION AND SEDIMENT CONTROL ©2014 Stantec 1 193801994 01 57 13-3 1 2.03 HYD R AULIC SO IL STABILIZE R (HYDROMULCH) A. Conform to MnDOT Spec.3884. 1 B. Type 5- 100-percent wood fiber mulch. 2.04 EROSION CONTROL BLANKET 1 A. Conform to MnDOT Spec. 3885. 1 2.05 STORM DRAIN INLET PROTECTION A. Inlet protection for paved streets with concrete curb and gutter:The following methods I are acceptable: 1. Conform to the details on the Drawings. 2. Catch Basin Inserts: a. Road Drain by Wimco, LLC (www.roaddrain.com). b. Lange Industries (www.langeindustries.com), or approved equal. 3. Rock Log: a. Conform to MnDOT Spec. 3897. b. Rock 3/4 to 1-1/2 inches crushed or natural rounded aggregate. B. Inlet protection for non-paved surfaces without curb or areas where vegetation will be established. The following methods are acceptable: 1. Conform to the details on the Drawings. 2. Silt fence ring, or approved equal: a. Place wire mesh cage in a circular or square confirmation to form a minimum 5 foot diameter zone of protection. b. Geotextile shall be monofilament/monofilament meeting the requirements of MnDOT Spec. Heavy Duty. c. Loose aggregate or a rock log(s) around perimeter of ring to anchor geotextile. 3. Sediment control inlet hat conforming to MnDOT Spec. 3891.3C: a. InfraSafe Sediment Control Barrier by Royal Enterprises (http://www.royalenterprises.net/). 4. Pop-up head conforming to MnDOT Spec. 3891.3E. 5. Rock filter as shown on the Drawings. ' 2.06 FILTER LOGS: Conform to MnDOT Spec.3897. A. Straw or wood fiber biorolls, 6 to 7 inches in diameter. B. Compost or rock logs, 6 to 8 inches in diameter. 2.07 DUST CONTROL A. Water clear and free from suspended fine sediment. I 2.08 TEMPORARY SEED A. Conform to Section 32 92 00. 1 B. General-Sizing, configuration, capacity, and selection of dewatering sediment capture techniques shall be based on Site and flow conditions. The Contractor shall submit the TEMPORARY EROSION AND SEDIMENT CONTROL ©2014 Stantec 1 193801994 01 57 13-4 I Imeans and methods for review by the Engineer.Sizing of the sediment capture systems will have to be adjusted such that the ultimate discharge water is not visibly different from the 111 receiving water. 2.09 FLOCCULANTS: Conform to MnDOT Spec. 3898. IPART 3 EXECUTION 3.01 GENERAL IA. Comply with all applicable laws, ordinances, regulations, permit requirements, orders and decrees pertaining to erosion/sediment control and stormwater discharge during the Iconduct of the Work. B. Take necessary precautions against damage to the Project by action of the elements. I C. Implement the Project's NPDES Stormwater Pollution Prevention Plan (SWPPP) and take necessary actions to prevent off Site damage resulting from Work conducted on the Project or Project related stormwater runoff. ID. Minimize the amount of disturbed land that is susceptible to erosion at any time. Delineate areas not to be disturbed I 1. Exclude vehicles and construction equipment from area not to be disturbed to preserve natural vegetation 2. Maintain and preserve riparian and naturally vegetated buffer strips (10 feet minimum distance) along water courses. I3.02 INSTALLATION I A. General: Install temporary stormwater management and sediment control devices in conformance with the details, typical sections, and elevations shown on the Drawings. I B. The location of temporary stormwater and sediment control devices may be adjusted from that shown on the Drawings to accommodate actual field conditions and increase the effectiveness of the installation. I C. Silt Fence: Conform to MnDOT Spec. 2573.3B 1. Install in the locations shown on the Drawings using the machine sliced installation method, unless directed otherwise by the Engineer. I 2. Use additional measures, such as rock aggregate, placed along the base of the silt fence where the silt fence geotextile cannot be trenched in, i.e. tree roots, frost, bedrock. I 3. Use short sections of silt fence placed in J-hook patterns to a. Supplement the perimeter silt fence at corner locations and areas where sediment deposition will occur. No more than 100 feet of silt fence shall be installed per 1/4 acre of drainage. I b. Break up flow path along silt fence running across contours to be no more than 100 feet between hooks or as directed by the Engineer. 4. Silt fence longer than 600 feet shall be constructed in separate independent units with I each unit having a length less than 600 feet. Avoid splices whenever possible. If necessary, make splices at an opposing fence post and according to the manufacturer's specifications. I TEMPORARY EROSION AND SEDIMENT CONTROL I ©2014 Stantec 1 193801994 01 57 13-5 I D. Temporary ry Constructlo n Entrance 1. Install at locations at entrances as needed. 2. Construct construction entrance before grading begins on the Site. 3. Inspect construction entrance daily for mud accumulation to minimize vehicle tracking of sediment onto public roadways. Remove fugitive rock or wood mulch from adjacent roadways daily. I E. Hydraulic Soil Stabilizer (Hydromulch) 1. Apply hydromulch in conformance with MnDOT Spec. 2575.3E. 2. Raking or harrowing of soil/seed and slope (cat) tracking shall be done before installation of hydromulch. 3. Apply hydromulch in at least 2 opposing directions so that a shadowing effect leaving the back side of a soil clod unprotected is minimized. 4. Application Rate for Slopes Steeper Than 1:4: 2,800 lbs per acre. 2 applications may be necessary. All other slopes apply at a rate of 2,100 lbs per acre. F. Erosion Control Blanket 1. Install immediately following seeding in accordance with MnDOT Spec. 2575.3J, and as modified below. 2. Install as shown on Drawings. 3. Raking or harrowing of soil/seed shall be done before installation of erosion control blanket. 4. Install blanket parallel to the direction of flow. 5. If permanent seeding is not available at the time of blanket installation, this material will have to be removed, re-seeded, and installed again as a permanent erosion control measure. If permanent seeding is available at the time of initial installation, a one-time proper installation is acceptable. G. Storm Drain Inlet Protection 1. Provide effective storm drain inlet protection over the life of the Project until all sources with potential for discharging to inlets have been paved or stabilized. 2. Place devices so that driving hazards or obstructions are not created. The devices must be cleaned out regularly and all devices must have an emergency overflow to reduce flooding potential. H. Temporary Sediment Basins 1. Sediment basins shall be excavated as a first priority when grading begins on the Project.The location and outlet configuration are shown on the Drawings. I. Temporary Sediment Traps 1. Temporary sediment traps are excavated in conjunction with other grading activities. Temporary traps are approximately 2 feet or less in depth with a length to width ratio of 2:4. 2. Effectiveness of sediment traps can be increased by placing a rock weeper at the outlet. J. Ditch Checks and Velocity Checks: Reference detail on Drawings. t I TEMPORARY EROSION AND SEDIMENT CONTROL ©2014 Stantec 1 193801994 01 57 13-6 r I 3.03 MAINTENANCE A. Conform to MnDOT Spec. 2573.3P, NPDES permit, and as follows: 1. Inspect, maintain, and repair any washouts or accumulations of sediment that occur as a result of the grading or construction. Restoration consists of grade repair, turf re- establishment, and street sweeping of mud and debris tracked from the Site. 2. Inspection of all erosion and sediment control items will take place immediately after each runoff event and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 3. The Contractor shall maintain the temporary sediment control devices until they are no longer necessary and are removed: a. Maintenance consists of keeping the devices functioning properly. b. The Contractor shall repair or replace plugged, torn, displaced, damaged, or non- functioning devices. 4. Upon final acceptance of the Project and establishment of permanent erosion control measures, the Contractor shall remove all temporary erosion control measures. 5. Temporary mulching and temporary seeding/mulching are very effective at controlling erosion. However, these are considered temporary measures.These measures may need to be re-established several times throughout the duration of the Work. b. Floatation silt curtain shall remain in place until such time that water contained within is free from turbidity: a. The curtain shall be removed within 72 hours after this determination has been made. b. At the completion of the Project, the floatation silt curtain shall be removed in such a manner so as to minimize release of sediment adhering to the turbidity curtain. B. Sediment Removal: Conform to MnDOT Spec. 2573.3P.4 1. If an erosion control device has been reduced in capacity by 30 percent or more, the Contractor shall restore such features to their original condition. C. Control dust blowing and movement on Site and roads as directed by Engineer to prevent exposure of soil surfaces, to reduce on and off Site damage, to prevent health hazards, and to improve traffic safety. END OF SECTION 1 I I I TEMPORARY EROSION AND SEDIMENT CONTROL ©2014 Stantec 1 193801994 01 57 13-7 I ISECTION 01 70 00 EXECUTION REQUIREMENTS PART 1 GENERAL I1.01 SUMMARY I A. Section Includes 1. Requirements for overall execution of the Work and closeout of the Contract for Final Payment. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. A Bid Item has been provided for Street Sweeper (With Pickup Broom). Measurement will be by the units of hours that sweeper is operating to remove sediment and other deposits from adjacent streets. Street sweeping shall be at the direction of the I Engineer on site. No payment shall be made for street sweeping required due to lack of sediment and erosion control of the site. 2. All other Work and costs of this Section shall be incidental to the Project and included Iin the Total Base Bid. 1.03 SUBMITTALS I A. Submit the following items consistent with the Conditions of the Contract and Division 01 Sections: 1. Record Documents. I 2. Written Notification of Substantial Completion. 3. Executed Certificate of Substantial Completion. 4. Written Notification of Final Completion. I 5. Final Application for Payment, including accompanying documentation. 6. IC-134 Form. 7. Receipt and Waiver of Mechanic's Lien Rights. IPART 2 PRODUCTS Not Used. IPART 3 EXECUTION 3.01 EXAMINATION A. Acceptance of Conditions: By commencing Work, Contractor construes acceptance of Ithe adjacent work as satisfactory to receive subsequent work. B. Existing Conditions: Before commencing Work, inspect work completed by others that is adjacent to Work. If adjacent conditions prevent completion of Work, Contractor will not Icommence Work until the conditions are corrected. I EXECUTION REQUIREMENTS I ©2014 Stantec 1 193801994 01 70 00- 1 1 C. Inspect each product immediately prior to installation. Remove damaged products from Site. 3.02 GENERAL INSTALLATION REQUIREMENTS 1 A. Comply with the manufacturer's instructions for installation of manufactured products to the extent that these instructions are applicable and more explicit or more stringent than requirements indicated in the Contract Documents. B. Secure Work true to line and level, within recognized industry tolerances. C. Install each element of work during weather conditions and Project status that ensure coordination of the Work. Protect and/or isolate each element of work as necessary to prevent deterioration. D. Record installation details and prepare Record Documents consistent with the General Conditions. 1 3.03 SITE MAINTENANCE A. Maintain stockpiles, excavations, access roads, and all other work areas free from dust. 1 Employ dust abatement techniques whenever a dust nuisance or hazard occurs, or as directed by Engineer. Comply with local ordinances. B. Protect hazardous work areas and hazardous material storage areas. C. Protect trees, unless specifically indicated on Drawings. 1 D. Clean access roads and haul routes with mechanical street sweeper. E. If Contractor fails to maintain Site, Engineer will provide Written Notice of Contractor's 1 defective Work. Contractor will be given 12 hours from the Notice to clean Site. After the 12-hour period, Owner may correct the defective Work consistent with Article 13.09 of the Conditions of the Contract. 3.04 CLEANING AND PROTECTION A. Clean and protect Work in progress and adjoining Work during handling and installation. 1 Apply protective covering on installed Work where it is required to ensure freedom from damage or deterioration. 1 B. Clean and perform maintenance as frequently as necessary throughout construction period. Adjust and lubricate operable components to ensure operability without damage effects. 3.05 CUTTING AND PATCHING A. Complete all cutting, fitting, and patching as necessary to join the new Work to existing 1 conditions. B. Remove or cut existing work only as necessary to join the new work to the existing 1 construction or as required by the Contract Documents. 1 EXECUTION REQUIREMENTS ©2014 Stantec 1 193801994 01 70 00-2 I IC. Patch defective and incomplete surfaces caused or exposed by Work of the Project. ID. Repair any damage to existing conditions and patch to match. E. Existing construction designated by the Contract Documents to remain that is loosened, cracked, or otherwise damaged or defaced beyond repair as a result of Work by the I Contractor will be considered unsuitable for the use intended and shall be removed and replaced by the Contractor. I3.06 CERTIFICATE OF COMPLIANCE WITH MINNESOTA STATUTES 290.92 AND 290.97 A. Upon completion of the Project and prior to Final Payment, the Contractor and all I subcontractors shall complete Minnesota Department of Revenue Revised Form IC-134. This form, Affidavit for Obtaining Final Settlement of Contract with the State of Minnesota and any of its Political or Governmental Subdivisions, is to be signed by a Department of Revenue representative and forwarded to the Owner. Copies of this form can be I obtained by writing to the Minnesota Department of Revenue, 600 North Robert Street, St. Paul, MN 55101 or by calling (651) 282-9999 or 1 (800) 657-3594.They are also available on their website:www.revenue.state.mn.us, or via email at withholding.tax @state.mn.us. 1 I 3.07 RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS I A. Upon completion of the Project and prior to Final Payment, the Contractor and all subcontractors shall complete the Receipt and Waiver of Mechanic's Lien Rights. Copies of this form are shown on the following page and can be obtained from the Project Engineer. IEND OF SECTION i I I I 1 1 I I EXECUTION REQUIREMENTS r ©2014 Stantec 1 193801994 01 70 00-3 I I RECEIPT AND WAIVER OF MECHANIC'S LIEN RIGHTS Dated: The undersigned hereby acknowledges receipt of the sum of $ from The City of Oak Park Heights i CHECK ONLY ONE: 1) as partial payment for labor, skill and material furnished 2) as payment for all labor, skill and material furnished or to be furnished , (except the sum of $ retainage or holdback) 3) as full and final payment for all labor, skill and material furnished or to be furnished to the following described real property: (legal description, street address or project name) I Oak Park Heights ' Oak Park Heights, MN 55082 And for value received, hereby waives all rights acquired by the undersigned to file or record mechanic's liens against said real property for labor, skill or material furnished to said property (only for the amount paid if Line 1 is checked, and except for the retainage shown if Line 2 is checked). The undersigned affirms that all material furnished by the undersigned has been paid for, and all subcontractors employed by the undersigned have been paid in full, EXCEPT I NONE By: NOTE: If this instrument is executed (Title) by a corporation, it must be signed by an officer, and if executed by a partnership, it must be signed by a (Address) partner. I i 1 r I ISECTION 02 41 13 SELECTIVE SITE DEMOLITION PART 1 GENERAL I1.01 SUMMARY I A. Section Includes 1. Complete or partial removal and disposal or salvage of at grade, above grade, and below grade structures and miscellaneous items. IB. Related Sections 1. Section 31 23 00-Excavation and Fill. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. Bid Items have been provided for removal items. Payment at the Bid Unit Price will be considered compensation in full for all Work necessary to complete the Bid Item in full, including removal, salvage, storage, disposal, and reinstallation. I 2. Measurement will be based upon the units as listed below for items removed, abandoned, or salvaged complete as specified. No measurement will be made of any removals that are not required.The actual quantity removed multiplied by the I appropriate Bid Unit Price will be compensation in full for all Work and costs of the following Bid Items: a. Remove Landscaping: Lump Sum. Includes miscellaneous landscaping removals required to construct the Work such as landscape rock, fencing, mulch, edging, I yard signs, plantings, etc., as encountered within the right of way. b. Remove Sign: Per each. Payment shall be made on each sign removed including sign panel, post, and anchor system. I c. Remove Street Signs: Per each street sign post. Payment shall be made on each street sign removed including sign panels, post, and anchor system. A typical street sign includes two name blades, and payment shall be made by each pole being I removed. d. Salvage and Reinstall Sign: Per each. Payment shall be made on each sign salvaged and replaced, regardless of size. Payment shall include installation of new anchor post. I e. Remove Retaining Wall: Lump Sum. Includes removal of miscellaneous retaining walls required to construct Work, as encountered within the right of way. f. Remove Bollards: Lump Sum. Includes the removal of bollards located at the end of trail as shown on the Drawings. g. Remove Bituminous Pavement: Per square yard without regard to thickness, including integral bituminous curb. I 1) Material produced from removals, millings, reclaimed aggregate base, etc., shall be used for temporary access during construction and is considered incidental to this bid item. h. Sawing Bituminous Pavement-Street: Per lineal foot along the saw cut line as I marked. i. Remove Concrete Curb and Gutter: Per lineal foot, regardless of type.Saw cut is considered incidental. I j. Remove Bituminous Driveway Pavement: Per square yard without regard to thickness. Saw cut is considered incidental. SELECTIVE SITE DEMOLITION I ©2014 Stantec 1 193801994 02 41 13- 1 k. Remove Concrete Driveway Pavement: Per square yard without regard to 1 thickness. Saw cut is considered incidental. I. Remove Concrete Walk: Per square foot without regard to thickness.Saw cut is considered incidental. m. Remove Gravel Driveway: Per square yard without regard to thickness. n. Abandon Water Main: Per lineal foot. Measurement shall include the length of water main abandoned or removed, measured from center of junction fittings. Payment shall include cutting, bulk-heading, stand piped, sand, and other incidentals to fill the water main with sand or remove the water main. No separate payment will be made for abandoning valves or adjusting, removing, or filling the valve boxes with sand. No payment will be made for water main abandoned without filling with sand or removal of pipe. o. Remove Water Service: Per lineal foot. Includes the removal of pipe, corporation stop, curb stop and box, and all associated fittings. p. Remove Hydrant: Per each. Includes the removal of the hydrant and adjacent hydrant valve. q. Remove Valve and Box: Per each.This item does not include existing hydrant valves. r. Remove Sanitary Sewer Casting and Rings: Per each. Includes removal of all existing casting and rings. s. Remove Storm Sewer Casting and Rings: Per each. Includes removal of all existing casting and rings. t. Remove Pipe: Per lineal foot of the type specified and regardless of size, measured from center of junction fittings, catch basins, curb stops, or manholes, and will include the length of any aprons. u. Abandon Sanitary Manhole: Per each. Includes filling the existing manhole with sand. v. Abandon Sanitary Sewer Pipe: Per lineal foot. Payment includes work associated with abandoning the sewer pipe by filling it with sand and includes cutting, bulk- heading, stand pipes, sand, and other incidentals to fill the sewer pipe with sand. Any sewer pipe removed shall be paid under the Remove Pipe Bid Item. w. Bulkhead Sanitary Sewer Pipe: Per each. x. Remove Catch Basin or Manhole: Per each of the type specified. The casting and ring removal is provided as a separate bid item. y. Salvage and Reinstall Aggregate Base: Per square yard of aggregate base removed on Stagecoach Trail North,without regard to thickness. Includes all Work required to spread and compact the aggregate base following replacement of the water main. 1) Washington County is requiring a temporary driving surface. Contractor shall anticipate maintaining the temporary driving surface for 1 month. I 2) Additional aggregate base required to match existing pavement elevation will be paid under a separate bid item, Aggregate Base, Class 5. z. Reclaim Bituminous Pavement: Per square yard of pavement reclaimed without regard to thickness. Includes reclamation, excavation,spreading,shaping, and compaction of the reclaim material on the Valley View Entrance Road. 1) Reclaim depth:5 to 6 inches. aa.Patch Gravel Access/Driveway: Per square yard without regard to thickness. Includes salvaging existing aggregate base and reinstalling following water main installation for Alternate 2, as identified in Section 01 03 00. Includes all excavation, storage, and compaction. 3. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. SELECTIVE SITE DEMOLITION ©2014 Stantec 1 193801994 02 41 13-2 I I 1.03 REFERENCES IA. Minnesota Department of Transportation "Standard Specifications for Construction," 2014 Edition (MnDOT Spec.) 2104-Removing Pavement and Miscellaneous Structures. I1. 1.04 DEFINITIONS A. Remove:To take away or eliminate from the Site by any method selected by the Contractor, including disposal of material. I B. Salvage:To dismantle, disassemble, or remove carefully without damage so the item can be re-assembled, replaced, or reused in a workable condition equal to that existing before removal. I C. Abandon:To fill, bulkhead, or close off pipes and structures so that no settlement or flow can occur. 1 1.05 REGULATORY REQUIREMENTS A. Conform to MnDOT Spec. 2104.3C, with the following modifications: 1. Dispose of all materials designated for removal outside the Site at locations selected by Contractor. 2. Stockpile or temporarily store materials designated for salvage at locations provided by Contractor. I1.06 SCHEDULING A. Prior to starting Work, submit for review by the Engineer and approval by the Owner, a schedule showing the commencement, order, and completion dates of the various parts of this Work. IB. Fill holes or depressions resulting from removal or salvage immediately. C. Provide temporary surface restoration for traffic continuity where removal or salvage Ioperations are completed within streets, driveways, or parking lots. PART 2 PRODUCTS INot Used. IPART 3 EXECUTION 3.01 GENERAL I A. Dispose of all items removed, except for those items identified to be salvaged or recycled. Said disposal shall be in accordance with all laws, regulations, statutes, etc. I B. Perform removal work without damage to adjacent retained work. Where such Work is damaged, the Contractor shall patch, repair, or otherwise restore same to its original condition at no expense to the Owner. I SELECTIVE SITE DEMOLITION ©2014 Stantec 1 193801994 02 41 13-3 I C. Remove debris from the work area as often as necessary, but not less than at least once at I the end of each workday. Debris shall be placed in approved containers to prevent the spread of dust and dirt. I D. Execute the Work in a careful and orderly manner with the least possible disturbance to the public and occupants of buildings. E. Fill holes resulting from removals consistent with Section 31 23 00. I 3.02 EXAMINATION 1 A. Meet with owners of signs to determine requirements for salvage,storage, and replacement. I B. Develop plan acceptable to Engineer and postal service for maintaining mail service. Temporary relocations of mailboxes will be necessary. 3.03 PROTECTION I A. Take all necessary precautions to adequately protect personnel and public and private I property in the areas of Work. All Site fencing shall be in place prior to the start of any removal work. B. All street signs, traffic control signs, guy wires, mailboxes, posts,wood fence, etc.which I may interfere with construction shall be removed, stored safely, and replaced. C. Approved barriers or warning signs shall be provided as necessary. 1 D. Provide and maintain temporary protection of existing structures designated to remain where removal work is being done, connections made, materials handled, or equipment moved. E. Do not close or obstruct walkways or roadways. Do not store or place materials in Ipassageways or other means of egress. Conduct operations with minimum traffic interference. F. Take reasonable precautions to limit damage to existing turf. I G. Holes or depressions created by removals shall not be left open for more than 1 day. Any hole within 10 feet of sidewalks shall be filled,suitably marked, or covered immediately. I H. Avoid disturbance to any material beyond the limits required for new construction. 3.04 SAWING PAVEMENT I A. Concrete Pavement: Saw along the removal line full depth of existing pavement. B. Bituminous Pavement:Saw along the removal line full depth of existing pavement. I 1 I SELECTIVE SITE DEMOLITION ©2014 Stantec 1 193801994 02 41 13-4 I 3.05 REMOVE CONCRETE PAVEMENT ' A. Remove in accordance with MnDOT Spec. 2104.3.C.2, except as modified below: 1. Saw cut concrete pavement and concrete base prior to mechanical pavement removal equipment. Remove concrete in such a manner that the remaining ' pavement is not damaged. 2. Prior to restoring trench areas, the edges of the trench shall be trimmed back to a vertical face on a straight line which is parallel with the centerline of the trench. ' 3.06 REMOVE BITUMINOUS PAVEMENT, PATH, DRIVEWAY A. Remove in accordance with MnDOT Spec. 2104.3.C.2, except as modified below: 1. Saw cut bituminous pavement at the removal limits prior to that removal, unless otherwise approved by the Engineer. 2. Contractor shall select method of removal. ' 3. Prior to restoring trench areas, the edges of the trench shall be trimmed back to a vertical face on a straight line which is parallel with the centerline of the trench. ' 3.07 REMOVE CURB AND GUTTER A. Saw cut at removal limits. ' B. Concrete Curb and Concrete Curb and Gutter: Do not disturb any material beyond the limits required to form for new construction (assumed 12 inches maximum from the back of new work and 6 inches beyond the edge of new driveways). C. Bituminous curb shall be removed with bituminous pavement. No separate payment will be made for bituminous curb removal. ' 3.08 PAVEMENT MILLING A. Bituminous 1. Saw cut at removal limits prior to milling process. 2. Mill bituminous surface to the depth specified as shown on the Drawings or as directed by the Engineer. 3. If milling is selected by contractor as the method of bituminous pavement removal, there will be no adjustments to payment for varying bituminous thickness. 3.09 REMOVE CONCRETE SURFACING A. Work includes sidewalks, pedestrian ramps, medians, and driveways. B. Saw cut concrete surfacing prior to removal. C. Remove concrete in such a manner that the remaining surfacing is not damaged. D. When removing existing sidewalks, the Contractor shall not disturb any material beyond the limits required for new construction (assumed as 6 inches maximum beyond and 8 1 inches maximum below existing grade). E. When removing existing driveways, the Contractor shall not disturb any material beyond ' the limits required to form for new construction (assumed 12 inches maximum from the back of new Work and 6 inches beyond the edge of new driveways). SELECTIVE SITE DEMOLITION ©2014 Stantec 1 193801994 02 41 13-5 1 F. Prior to restoring trench areas, the edges of the trench shall be trimmed back to a vertical ' face on a straight line which is parallel with the centerline of the trench. 3.10 REMOVE BITUMINOUS SURFACING , A. Work includes pathways and driveways. B. Saw cut bituminous surfacing to full depth at the limits of partial removal prior to that removal, unless otherwise approved by the Engineer. C. Remove bituminous in such a manner that the remaining surfacing is not damaged. 1 D. Prior to restoring trench areas, the edges of the trench shall be trimmed back to a vertical face on a straight line which is parallel with the centerline of the trench. E. When removing existing pathways and driveways, the Contractor shall not disturb any material beyond the limits required to form for new construction (assumed 12 inches maximum from the back of new work and 6 inches beyond the edge of new driveways). 3.11 REMOVE MANHOLES AND CATCHBASINS ' A. Remove entire structure, including base slab. B. Remove all castings from the site. I C. Protect existing storm sewer pipe connecting to new manholes. 3.12 REMOVE SECTIONS OF EXISTING PIPE 1 A. Remove existing pipe entirely as shown in the Drawings. B. All materials that are no longer in operation shall be removed entirely, unless noted for abandonment in the Drawings. 3.13 ABANDON EXISTING PIPE A. Pipes to be abandoned shall be bulkheaded with brick and non-shrink concrete grout at the upstream ends and at the downstream ends. B. Schedule 40 PVC stand pipes are required at each end. C. Pipe to be abandoned shall be filled with suitable material as directed by the Engineer. D. Contractor shall notify the Engineer when pipe is being filled so Engineer can verify the filling operations were completed. E. Following abandonment operations, PVC standpipes shall be cut off at the bulkhead and the opening filled with non-shrink concrete grout. F. Pipe to be abandoned shall be removed if the top of pipe is within 3 feet of final surface elevation. 1 SELECTIVE SITE DEMOLITION ©2014 Stantec 1 193801994 02 41 13-6 I I 3.14 SALVAGE AND REINSTALL IA. Signs 1. In no case shall a traffic sign or street sign be removed or disturbed by Contractor without prior notification being given to Engineer and then only after satisfactory I arrangements have been made for a temporary installation or its disposition a. Street identification signage shall be maintained at all times due to its importance to the 911 Emergency Response System. I b. Remove and salvage all posts, A-frame angle brackets, stringers, as well as the nuts, bolts, and washers. c. Exercise reasonable care against damage to in-place signs during storage and I installation. d. Remove signs damaged during construction and replace with new signs. B. Mailboxes I 1. Remove and salvage existing mailboxes that interfere with the Work or whose access is restricted by the construction activities. 2. Place at temporary locations as directed by the local postal service. I 3. Removal, temporary re-installation, and replacement shall occur such that mail delivery is not interrupted. 4. Reinstall in locations as shown on Drawings or as directed by Engineer. I 5. Mailboxes, posts, and appurtenances damaged during construction shall be replaced with new at no charge to Owner. 3.15 FIELD QUALITY CONTROL IA. Items damaged during removal or salvaging operations shall be replaced with new material of equal type and quality of the damaged item when it was new. IB. If salvaged items are damaged during removal, the reinstalled final product shall be of the same shape, dimension, location, and quality as the original item prior to construction. 1 3.16 DISPOSING OF MATERIAL A. Dispose of all materials outside off the Site at disposal location selected by Contractor in I compliance with state and local regulations. Burying of material and debris is not allowed within the Site. IEND OF SECTION I I I 1 SELECTIVE SITE DEMOLITION 1 ©2014 Stantec 1 193801994 02 41 13-7 I ' SECTION 31 10 00 ISITE CLEARING PART 1 GENERAL I 1.01 SUMMARY 1 A. Section Includes 1. Removal and trimming of vegetation and trees, and stripping and stockpiling of sod and topsoil. 1 B. Related Sections 1. Section 31 23 00-Excavation and Fill. I1.02 PRICE AND PAYMENT PROCEDURES A. Measure and Payment 1 1. Remove Tree: Per each tree. Includes removal of all trees 4 inch and larger, and stump removal. 2. A Bid Item has been provided for Clearing and Grubbing, Including Large Stump I Removal. Measurement will be by Lump Sum. Includes clearing and grubbing of brush and trees less than 4 inches in diameter, as well as the stump removal of large stumps within the right of way. 1 3. Stripping and Stockpiling of Soil: This Work shall be considered incidental to other Work in the Contract. 4. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES I A. Minnesota Department of Transportation "Standard Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2101 -Clearing and Grubbing. 2. 2571 -Plant Installation and Establishment. I 1.04 DEFINITIONS I A. Brush: All bushes, shrubs, and other vegetation that can be cut with a brush scythe or mowing machine, including small isolated trees having a diameter of 4 inches or less. I B. Clearing: Cutting, removing, and disposing of trees, shrubs, bushes,windfalls, and other vegetation in the designated areas. C. Grubbing: Removing and disposing of stumps, roots, and other remains in the designated areas. I 111 D. Tree Trimming/Pruning: Cutting broken, damaged, or obstructing branches and installing wound dressing. I SITE CLEARING ©2014 Stantec 1 193801994 31 10 00- 1 r 1.05 QUALITY ASSURANCE I A. Burning ' 1. Onsite burning is not allowed. 2. Acquire Minnesota Pollution Control Agency (MPCA) and all required State Permits. 3. Conform to all local regulations. 1 1.06 SITE CONDITIONS A. Work consists of removing trees within the project limits. 1 B. The Drawings do not specifically show all trees to be removed or transplanted. C. Protect specimen trees close to Work that are designated to remain but may be damaged by Work. 1.07 SEQUENCING AND SCHEDULING A. Install temporary erosion control measures prior to Work of this Section. B. Complete before or sufficiently ahead of on-going rough grading, excavation, backfill, and installation of utilities. PART 2 PRODUCTS 2.01 WOUND DRESSING I A. Asphalt base tree paint. B. Other acceptable materials per Engineer's approval. 1 PART 3 EXECUTION 3.01 GENERAL A. Review removals in the field with the Engineer prior to doing Work. Clearing limits will be clearly marked by the Engineer. B. Assume multiple mobilizations for the Work of this Section. C. Stockpile soil to eliminate contamination with other on Site materials. 3.02 CLEARING AND GRUBBING 111 A. Clearing Trees: Cut off, remove, and dispose of trees and brush in the areas designated as a clearing operation. When grubbing is not required, the point of cut off shall be 6 inches above the ground. B. Clearing Brush: Brush removal may require cutting at ground level. Remove to a minimum depth of 6 inches below finished grade or 18 inches below subgrade under any hard surfacing. 1 SITE CLEARING ©2014 Stantec 1 193801994 31 10 00-2 I IC. Grubbing: Remove brush, stumps, roots, and other remains to a minimum depth of 18 inches below subgrade for all proposed sections. ID. Backfill all depressions resulting from the grubbing operations in accordance with Section 31 23 00. 1 3.03 TRIMMING AND PRUNING A. As directed by the Engineer, trim trees that are to be saved but interfere with the Iproposed construction. Paint all cuts with wound dressing. 3.04 STRIPPING IA. After clearing and grubbing have been completed, strip sod and topsoil to a line 2 feet outside of areas to be occupied by structures,walks, roadways, areas to be excavated or filled, and other areas shown. IB. Stockpile sufficient topsoil to re-spread at a uniform depth of 4 inches to all disturbed areas identified for seeding or sodding: 1 1. Do not strip within the drip line (branch spread) of trees identified to remain. 3.05 DISPOSAL IA. Dispose of all cleared and grubbed material and debris outside the right-of-way at a location selected by the Contractor, except for trees and logs to be salvaged. I B. Disposal site should be a properly designated landfill area as determined by appropriate governmental agencies or lands under direct control of the Contractor. IC. Stripped materials not used for embankments shall be disposed off Site. D. On Site burial of any debris is not permitted. 3.06 PROTECTION Conduct operations so as not to damage surrounding private property. IA. B. Protect trees intended to be saved from injury or defacement during operations 1. Restrict widths of utility trenches. Utilize trench boxes as necessary to protect trees and other property. 2. Provide protective bracing, sheeting, or box to insure safe Work conditions as incidental to Contract. IC. Exercise care to keep salvaged material as clean as possible during operations. D. Install temporary fencing at the construction limits and drip lines of trees to be protected Iprior to any construction activities in order to protect vegetation (Incidental). END OF SECTION I I SITE CLEARING I ©2014 Stantec 1 193801994 31 1000-3 SECTION 31 23 00 IEXCAVATION AND FILL PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Excavation and fill for roadways and other areas. B. Related Sections 1. Section 01 57 13-Temporary Erosion and Sediment Control. 2. Section 02 41 13-Selective Site Demolition. 3. Section 31 10 00-Site Clearing. 4. Section 31 23 13-Subgrade Preparation. 5. Section 32 92 00-Turf Establishment. 6. Section 33 05 05-Trenching and Backfilling. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Bid Items have been provided for various excavation materials, borrow materials, and salvage materials. Measurement and payment shall be at the Bid Unit Price consistent with MnDOT Spec. 2105.4 and 5, except as modified in the following. 2. A Bid Item has been provided for Common Excavation (P). Measurement will be by volume of material in its original position, based on pre-construction cross sections and the design grading grade profile as shown in the Drawings as performed by the Engineer. Quantity shall be calculated and computed as indicated in the Drawings. Payment will include placing and compacting suitable material on Site and disposal of excess material off Site. 3. A Bid Item has been provided for Subgrade Excavation (CV). Measurement will be by compacted volume of actual material excavated below the Grading Grade. Payment will include placing and compacting suitable material on Site and disposal of excess material off Site. 4. No Bid Items have been provided for common excavation of trail,sidewalk, or driveways. These items shall be considered incidental. 5. A Bid Item has been provided for Select Granular Borrow (Modified). Measurement will be by the ton of material compacted in place as determined from weight tickets delivered to the Engineer. Payment will include all costs related to furnishing and installing the material complete in place as specified a. If the aggregate backfill material is being wasted or placed excessively thick, the Owner reserves the right to deduct quantities that are in excess of plan thickness. Said quantities shall be based on material weighing 110 pounds per square yard of area per inch of thickness. 6. A Bid Item has been provided for Select Topsoil Borrow (LV). Measurement will be by loose volume of material placed in cubic yards. All hauling, placement, blading, grading, shaping, and compacting of Topsoil Borrow shall be incidental to this Bid Item. 7. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. I EXCAVATION AND FILL ©2014 Stantec 1 193801994 31 23 00- 1 I 1.03 REFERENCES I A. Minnesota Department of Transportation "Standard Specifications for Construction" and I "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2105 Excavation and Embankment. 2. 3149-Granular Material. 3. 3877-Topsoil Material. I 1.04 SUBMITTALS A. Submit the following items consistent with Section 01 33 00: 1 1. Gradation tests for borrow materials. 2. Topsoil Borrow test indicating material content, organic content, and ph levels. 1.05 DEFINITIONS A. The definitions of the different classifications of excavation and borrow material shall conform to MnDOT Spec. 2105.2, or as modified herein 1. Grading Grade: Bottom of the fully excavated design section as shown on the Drawings. The select granular borrow material, if needed, is below the Grading Grade. 2. Common Excavation: Excavation above the grading grade that has not been classified as another form of excavation in this Section. 3. Subgrade Excavation: Excavation below the grading grade that has not been classified as another form of excavation in this Section. 1.06 QUALITY ASSURANCE A. Assist testing laboratory by excavating for density tests. Assist testing laboratory with I obtaining material samples. 1.07 SEQUENCING AND SCHEDULING I A. Perform excavation as soon as possible after construction of sewer,water,storm sewer Iand other utilities. B. Complete subgrade for streets, driveways, and walks immediately after trench backfill and compaction. I C. Complete finish grading of turf areas within 5 calendar days after backfill. PART 2 PRODUCTS I 2.01 MATERIALS A. Select Granular Borrow (Modified): Conform to MnDOT Spec. 3149.2.B.2, except as modified herein by the following gradation requirements: Sieve Size Percent Passing I #40 O to 40 #200 O to 5 I I EXCAVATION AND FILL ©2014 Stantec 1 193801994 31 23 00-2 I I B. Select ect Topsoil Borrow: Conform to MnDOT Spec 3877.2.B except as modified herein. I 1. Material shall be screened and pulverized. PART 3 EXECUTION I3.01 GENERAL A. Conform to MnDOT Spec. 2105.3.A, or modified herein I 1. Establish traffic control prior to excavations. 2. Establish the specified erosion control devices according to Section 01 57 13 prior to all excavations. I 3. Notify utility companies of progress schedule so they can accomplish relocations, removals, and holding of lines. 4. Perform removals consistent with Section 02 41 13. 5. Strip topsoil consistent with Section 31 10 00. I3.02 PREPARATION OF EMBANKMENT A. Conform to MnDOT Spec. 2105.3.B, or as modified herein 1. Engineer's approval is required of all areas where preparation works has been performed prior to the placement of the embankment or fill material. 3.03 EXCAVATION OPERATIONS A. Conform to MnDOT Spec. 2105.3.C, or as modified herein I 1. Excavation of unstable material below grade shall be done under the direction of the Engineer as the subsurface conditions are disclosed. 2. Notify Engineer immediately of any large boulders or ledge rocks encountered so I proper measurement or profile can be made for pay quantities. 3. No solid rock will be allowed within 12 inches of the subgrade. 4. Provide and maintain temporary drainage facilities until permanent facilities are Icompleted. 3.04 DISPOSITION OF EXCAVATED MATERIAL I A. Conform to MnDOT Spec. 2105.3.D, or as modified herein 1. Reclaim materials may be temporarily used only as specified in the Drawings or as directed by the Engineer. 1 2. No disposition of bituminous will be permitted within the Project limits. 3.05 PLACING EMBANKMENTS IA. Conform to MnDOT Spec. 2105.3.E. 3.06 COMPACTING EMBANKMENTS IA. Conform to MnDOT Spec. 2105.3.F, or as modified herein 1. Compaction required for embankment materials shall conform to the Specified Density I Method with the testing location and rates being determined by the Engineer. 2. Clayey or silty soil used as fill will need to be placed at a water content sufficient to attain compaction (near the "optimum water content" defined in ASTM D698). It is the IContractor's responsibility to moisture condition the soil (wet or dry) to a uniform EXCAVATION AND FILL I ©2014 Stantec 1 193801994 31 23 00-3 I condition.Some on Site soils may require watering or drying to meet compaction , requirements, and the Contractor shall not claim that this is a changed condition. 3. Backfilling of embankments shall be performed using on Site materials: If the Contractor is unable to meet the specified density requirements using that material due to excess moisture content, they shall immediately notify the Engineer of this condition. 4. The Contractor shall recognize that inclement weather (sometimes heavy) occurs during the construction season and the Contractor shall be responsible for protecting the moisture condition of soils during the construction phase. Such protection measures include sloping of exposed surfaces to promote runoff (avoid ponding) and compacting exposed surfaces prior to rain events to minimize infiltration. 3.07 FINISH OPERATIONS A. Conform to MnDOT Spec.2105.3.G, or as modified herein 1. Finish grading of subgrade prior to placement of an aggregate base course shall conform to the following tolerances: a. Not vary by more than 0.05 feet above or below the prescribed elevation at any point where a measurement is made. 2. Finish grading of subgrade prior to placement of a granular borrow shall conform to the following tolerances: a. Not vary by more than 0.10 feet above or below the prescribed elevation at any point where a measurement is made. 3. Finish grading of granular borrow prior to placement of an aggregate base shall conform to the following tolerances: a. Not vary by more than 0.10 feet above or below the prescribed elevation at any point where a measurement is made. I 4. Grading of the soils beneath the proposed topsoil shall be reviewed and approved by the Engineer prior to the start of the topsoil placement. END OF SECTION , 1 r 1 i I I EXCAVATION AND FILL ©2014 Stantec 1 193801994 31 23 00-4 I SECTION 31 23 13 SUBGRADE PREPARATION PART 1 GENERAL ' 1.01 SUMMARY ' A. Section Includes 1. Grading, shaping, and compacting subgrade prior to placing a base or surface course. IB. Related Sections 1. Section 31 23 00- Excavation and Fill. 2. Section 33 05 05-Trenching and Backfilling. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. No Bid Item has been provided for subgrade preparation.Subgrade preparation and all related Work shall be considered incidental to the Project with no direct ' compensation made therefore. Subgrade preparation shall be completed in accordance with these Specifications, including shaping, grading, compacting, tolerancing, and test rolling. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2105- Excavation and Embankment. 2. 2111 -Test Rolling. 3. 2112-Subgrade Preparation. 1.04 SEQUENCING AND SCHEDULING A. Subgrade preparation shall be performed prior to placement of the aggregate backfill material. B. Complete subgrade for streets, driveways, walks, and parking lots immediately after ' installation of pipe as part of trench backfill and compaction. PART 2 PRODUCTS Not Used. I SUBGRADE PREPARATION ©2014 Stantec 1 193801994 31 23 13- 1 I PART 3 EXECUTION r 3.01 GENERAL A. Subgrade preparations shall be performed to produce the required density, grade, and cross-section. 3.02 PREPARATION A. Inspection of subgrade by test rolling conforming to MnDOT Spec. 2111, or as modified herein 1. The equipment used for test rolling shall be a Tandom Truck with a gross weight of 45,000 pounds. 2. The road bed will be considered unstable if yielding and rutting is greater than 1-1/2 inches. 3.03 COMPACTION 1 A. Conform to MnDOT Spec.2105.3.F.1, or as modified herein 1. For the Specified Density Method, the Engineer will sample and test the soils to determine the Maximum Density and Optimum Moisture. 2. Density and moisture tests will be taken on the compacted subgrade at the location and testing rates designated by the Engineer. Nuclear density testing shall be considered an approved method. 3.04 FINISH OPERATIONS A. Subgrade tolerance shall conform to MnDOT Spec. 2105.3.H, or as modified below I 1. Not vary by more than 0.05 feet above or below the prescribed elevation at any 1 point where a measurement is made. 1 END OF SECTION 1 1 i t 1 I SUBGRADE PREPARATION ©2014 Stantec 1 193801994 31 23 13-2 I SECTION 32 11 23 AGGREGATE BASE COURSES PART 1 GENERAL 1.01 SUMMARY ' A. Section Includes 1. Requirements for aggregate base course on a prepared subgrade. B. Related Sections 1. Section 31 23 00-Excavation and Fill. 2. Section 31 23 13- Subgrade Preparation. 3. Section 32 12 01 - Flexible Paving (Municipal Projects). 1.02 PRICE AND PAYMENT PROCEDURES 1 A. Measurement and Payment 1. A Bid Item has been provided for Aggregate Base, Class 5. Measurement will be by the ton of material compacted in place as determined from weight tickets delivered to ' the Engineer a. If the aggregate base course material is being wasted or placed excessively thick, the Owner reserves the right to deduct quantities that are in excess of Drawing thickness.Said quantities shall be based on material weighing 110 pounds per square yard of area per inch of thickness. b. Milled or reclaim materials, or existing on-site aggregate base shall not be used in ultimate design section. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2211 -Aggregate Base. 2. 3138- Aggregate for Surface and Base Courses. 1.04 SUBMITTAL A. Submit gradation report on sample of aggregate base to be used. 1.05 SEQUENCING AND SCHEDULING I A. Construct aggregate base only after all of the following have been completed: 1. Subgrade has been corrected for instability problems and successfully passed a test rolling test performed by the Contractor and witnessed by the Engineer. 2. Subgrade has been checked for conformance to line and grade tolerances 1 (stringline). AGGREGATE BASE COURSES ©2014 Stantec 1 193801994 32 1 1 23- 1 I PART 2 PRODUCTS 2.01 MATERIALS I A. Aggregate Base: Conform to MnDOT Spec. 3138, Class 5 aggregate, except as modified herein 1. For any failing aggregate tests, the Engineer, at his/her discretion, may require corrective action or may allow for monetary price adjustments per 2211.5. 2. Corrective action for failing aggregate tests may include removal and replacement of all non-conforming materials. 3. Onsite recycled materials shall not be used. PART 3 EXECUTION I 3.01 PREPARATION A. Prepare the subgrade in accordance with Section 31 23 13. 1 B. Subgrade to be completed and approved by the Engineer prior to installation of aggregate base. 3.02 CONSTRUCTION REQUIREMENTS A. Conform to MnDOT Spec. 2211.3 1. Compact aggregate base by mechanical means to 100-Percent Standard Proctor Density. 2. Compaction for aggregate base on driveways, sidewalks, and trails shall be done by the Quality Compaction Method. 3. Install aggregate base in accordance with details on Drawings. 4. Deliver weight tickets to Engineer daily. 3.03 FIELD QUALITY CONTROL A. The Owner shall have an independent testing laboratory sample the aggregate base materials, determine the moisture/density relationships and gradation, and perform field moisture/density tests at locations determined by Engineer. 1 B. Line and Grade Tolerance:The final aggregate base surface will be checked for conformance to specified tolerances by the "stringline" method prior to approval to pave the surface. Grade shall be±0.03 feet of grade. 3.04 PROTECTION A. Protect aggregate base until it is covered by surface pavement. B. Keep aggregate base free of ruts and irregularities until covered by surface paving. I C. Place water on aggregate base for dust control as required to eliminate nuisance conditions for adjacent properties. I END OF SECTION I AGGREGATE BASE COURSES ©2014 Stantec 1 193801994 32 11 23-2 I SECTION 32 12 01 FLEXIBLE PAVING (MUNICIPAL PROJECTS) 1 PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Hot plant mixed asphalt-aggregate mixtures for wearing and non-wearing pavement courses. I2. Bituminous tack coat. B. Related Sections 1. Section 32 11 23- Aggregate Base Courses. 2. Section 32 16 13- Concrete Curbs and Gutters. 3. Section 33 05 17- Adjust Miscellaneous Structures. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Method of Measurement and Payment shall conform to MnDOT Section 2360.5, except as modified herein. 2. A Bid Item has been provided for bituminous material for Bituminous Material for Tack Coat. I a. Measured by volume in gallons at 60 degrees F. b. Payment for bituminous material used for Tack Coat includes compensation in full for all costs incidental to the furnishing and application at the Bid Unit Price per I gallon. c. Cleaning of all debris and dirt from the previous bituminous surfaces prior to placement of Tack Coat is included in the Bid Unit Price for Tack Coat. I d. Payment for tacking exposed edges of existing bituminous surfaces and concrete curb and gutter in conjunction with non wearing course placement is considered incidental to the placement of the non wearing course. I 3. Bid Items have been provided for Type SP 12.5 Non Wearing Course Mixture (2,B),Type SP 12.5 Wearing Course Mixture (2,C), Type SP 9.5 Bituminous Mixture for Driveways (2,B), and Type SP 9.5 Bituminous Mixture for Trail (2,B). a. Measured by the weight in tons of material placed and accepted for each I specified Bid Item as stated in the Bid Form. Payment shall be made in accordance with the acceptance and payment schedules provided in the MnDOT 2360 Plant Mixed Asphalt Pavement. I b. The Bid Unit Price includes both the bituminous course mixture and asphalt binder material. c. Partial payment will not exceed 70 percent of the total calculated payment until I the required testing and product documentation is received and found to be acceptable to the Engineer. 4. Bid items for Alternate 3 have been provided: a. Deduct Bituminous Material For Tack Coat-Base Bid Item #26: includes deducting 1 the base bid item from the Contract. Unit price values should reflect the value entered on the Base Bid Item #26. I FLEXIBLE PAVING (MUNICIPAL PROJECTS) ©2014 Stantec 1 193801994 32 12 01 - 1 I I b. Deduct Type SP 12.5 Wearing Course Mixture (2,C) -Base Bid Item #28: includes I deducting the base bid item from the Contract. Unit price values should reflect the value entered on the Base Bid Item #28. c. Bituminous Material for Tack Coat-2015: measured and paid as identified above in section 1.02A2. d. Type SP 12.5 Wearing Course Mixture (2,C) -2015: measured and paid as identified above in section 1.02A3. 5. Preparation of Bituminous Non Wearing: Measurement and Payment shall be considered incidental and shall include the following: a. Final clean up of the bituminous non wearing course with a power pickup broom. b. Final adjustment of the structures to conform to Section 33 05 17. 6. Bituminous sawcutting and/or milling that is required for joint construction will be paid per Section 02 41 13. 7. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES I A. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications," 2014 Edition (MnDOT Spec.) 1. 2360- Plant Mixed Asphalt Pavement. a. Within this document replace the words "Department Bituminous Engineer" or "District Materials Engineer" with the word "Engineer." 2. 2357- Bituminous Tack Coat. 3. 2535- Bituminous Curb. 4. 3139 - Graded Aggregate For Bituminous Mixtures. 1.04 SUBMITTALS A. Submit mixture design report to the Engineer. Conform to MnDOT Spec.2360.2.F and 2360.2.G.8, and Division 01. B. Contractors shall submit mix design report for all projects, regardless of the size of the project. C. Contractor shall submit Q/C results in accordance with MnDOT Spec. 2360.2.G.8 and MnDOT's most recent Materials Control Schedule. 1.05 SEQUENCING AND SCHEDULING A. Aggregate base and concrete curb and gutter to be completed and approved by the I Engineer prior to placement of bituminous surfaces. B. The Contractor shall provide a 72-hour notice for scheduling and noticing of the residents i prior to paving operations. C. Adjust structures prior to placement of bituminous wearing course as specified in Section 33 0517. D. Bituminous cores for testing shall be taken 12 to 48 hours after paving operations. i E. Bituminous wearing course may be constructed in 2015 if the City chooses to Award Alternate 3; otherwise, all bituminous wearing course will be constructed in 2014. FLEXIBLE PAVING(MUNICIPAL PROJECTS) ©2014 Stantec 1 193801994 32 12 01 -2 1 PART 2 PRODUCTS 2.01 MATERIALS A. Mixture Designation: Conform to MnDOT 2360.1.A, except as modified in the typical section Detail Drawing and Bid Form. B. Conform to MnDOT Section 2360.2, except as modified herein 1. Recycled Asphalt Shingles are not allowed in wear or non-wear course pavements. 2. Sewage Sludge Ash (SSA) is not allowed in wear or non-wear course pavements. C. Bituminous Tack Coat I1. Bituminous Material: Conform to MnDOT Spec.2357 a. Emulsified Asphalt, Cationic: CSS-1 or CSS-1 H. D. Mixture Quality Management (Quality Control/Quality Assurance): Conform to MnDOT Spec. 2360.2.G, except as modified herein 1. Quality Control (QC) Testing: The Contractor will be allowed to provide historical testing data from the previous 3 days of production for each mixture type to meet the ' Production Sampling and Testing Rates indicated in Table 2360-11 for Course Aggregate Angularity and Fine Aggregate Angularity.The Contractor will be allowed to provide historical testing data from the previous 10 days of Contractor production ' for each mixture type to meet the Production Sampling and Testing Rates indicated in Table 2360-11 for TSR, Aggregate Specific Gravity, and Asphalt Binder Content. 2. Quality Assurance testing will be completed at the discretion of the Engineer, testing rates will not exceed Table 2360-10 and 2360-11. a. A verification sample will be taken by the Engineer.The Contractor will be required to use the verification companion sample as part of the QC testing program. PART 3 EXECUTION 3.01 GENERAL tA. Conform to the requirements of MnDOT Spec 2360.3, except as modified herein. B. The Contractor to review the proposed paving sequence with the Engineer prior to placement of each bituminous course (lift). C. The proposed sequence shall address the: longitudinal seams, compaction, traffic control, hauling routes, and placement of pavement markings. D. Preparation of Bituminous Non Wear Course I1. Final clean up of the bituminous surface with the use of a power pickup broom and front end loader is required. 2. Adjust structures conforming to the requirements of Section 33 05 17. ' E. Joints: Where new construction meets existing bituminous surfacing, the existing surface shall be uniformly milled or saw-cut straight, and bituminous tack coat applied prior to placement of each bituminous course (lift). ' 1. For joint construction, an existing bituminous surface shall be considered to include any bituminous surface not paved on the same day as the new construction.The Owner may require milling or sawcuting on surfaces paved the same day, if, in the opinion of FLEXIBLE PAVING(MUNICIPAL PROJECTS) ©2014 Stantec 1 193801994 32 12 01 -3 1 the Owner, the mix has cooled to a point where a new milled or sawed edge is I necessary. 2. Construct 2-foot wide (min.) ramp where new construction does not match existing construction (i.e.wearing course to non-wearing course). 3.02 RESTRICTIONS A. Conform to MnDOT Section 2360.3A, except as modified herein. B. All street surfaces must be checked and approved by the Engineer prior to paving. I C. Existing bituminous surfaces must be dry prior and during placement of any bituminous pavements. D. Wearing course shall not be placed when the air temperature in the shade and away from artificial heat is 50 degrees or less, unless otherwise approved by the Engineer. 3.03 EQUIPMENT A. Conform to MnDOT Section 2360.3.B. , 3.04 TREATMENT OF SURFACE A. Bituminous Tack coat shall conform to MnDOT Spec. 2357, except as modified herein. ' B. Restrictions 1. The tack coat shall not be applied when the road surface is wet or when the weather 1 conditions are unsuitable. 2. The area for tack coat application shall be limited as directed by the Engineer. 3. The Contractor shall have sole responsibility of claims of tack coat on personal property due to lack of notification or signage of the area being tack coated. C. Equipment: Conform to MnDOT Spec. 2357.3.B. D. Road Surface Preparation: Conform to MnDOT Spec. 2357.3.C. E. Application ' 1. At a uniform rate conforming to MnDOT Spec. 2357.3.D, but not greater than 0.05 gallon per square yard. 2. Along the front edge of the concrete curb and gutter, prior to placement of bituminous base. 3.05 PAVEMENT DENSITY A. Conform to MnDOT Section 2360.3.D, except as modified herein. 1. Pathways, Driveways, Small Parking Lots, Leveling Courses, and Patching shall conform to Section 2360.3.D.2-Ordinary Compaction Method. 2. All other Pavement Density shall conform to Section 2360.3.D.1 -Maximum Density Method. B. Vibrating steel drum roller and a pneumatic tired roller employed in conjunction with each other during compaction of all wear courses. FLEXIBLE PAVING(MUNICIPAL PROJECTS) ©2014 Stantec 1 193801994 32 12 01 -4 1 3.06 THICKNESS AND SURFACE SMOOTHNESS REQUIREMENTS I A. Conform to MnDOT Section 2360.3.E, except as modified herein 1. Table 2360-26, Final wear adjacent to fixed structures for manholes and valves shall conform to Section 33 05 17. 2. The sentence"In addition to the list the above the pavement surface must meet requirements of 2399 (Pavement Surface Smoothness) requirements."is deleted from 2360.3.E Surface Requirements. Section 2399 will not apply to this Project. 3. Structure Adjustment-Conform to Section 33 05 17 for tolerances. IEND OF SECTION I I I I I I I I I I I I FLEXIBLE PAVING(MUNICIPAL PROJECTS) ©2014 Stantec 1 193801994 32 12 01 -5 I 1 SECTION 32 13 14 CONCRETE WALKS, MEDIANS, AND DRIVEWAYS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Cast-in-place concrete walkways, medians, driveways, and valley gutters. B. Related Sections 1. Section 31 23 00- Excavation and Fill. 2. Section 31 23 13-Subgrade Preparation. 3. Section 32 11 23- Aggregate Base Courses. 4. Section 32 16 13- Concrete Curbs and Gutters. 5. Section 32 12 01 - Flexible Paving (Municipal Project). 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. Bid Item for Concrete Walk has been included in the Bid Form. Measurement shall be on the basis of in-place square feet a. Payment of the Bid Item shall include the following: I1) Concrete materials. 2) Subgrade and base preparation. 3) Placement of materials. 4) Finishing. 5) Curing and protection. 6) Reinforcement. 7) Backfilling. b. Excavation for concrete sidewalk shall be considered incidental. c. Aggregate base beneath concrete sidewalk shall be measured and compensated per Section 32 11 23. 2. A Bid Item has been provided for Concrete Pedestrian Ramp. Measurement shall be on the basis of square feet of ramp actually constructed a. Measurement of ramp shall not include adjacent concrete curb and gutter or truncated domes.Those shall be measured and compensated separately. b. Payment shall include the following: 1) Concrete materials. 2) Subgrade and base preparation. 3) Saw cutting of existing concrete sidewalk or bituminous pathway pavement. 4) Placement of materials. 5) Finishing. 6) Curing and protection. 7) Backfilling. c. Excavation for concrete pedestrian curb ramp shall be considered incidental. d. Aggregate base beneath concrete pedestrian curb ramp shall be measured and compensated per Section 32 1 1 23. I CONCRETE WALKS,MEDIANS,AND DRIVEWAYS ©2014 Stantec 1 193801994 32 13 14- 1 1 3. A Bid Item has been provided for the Truncated Dome Surface,which is part of the ,I concrete pedestrian curb ramp. Measurement shall be on the basis of square feet of Truncated Dome Surface actually constructed a. Payment shall include the following: 1) Truncated panel materials. 2) Placement of truncated panels. 3) Joint sealing material. I 4) Protection of truncated panels during construction. 4. A Bid Item for 6 Inch Concrete Driveway has been included in the Bid Form. Measurement shall be on the basis of in-place square feet a. Payment of the Bid Item shall include the following: 1) Concrete materials. 2) Sub grade and base preparation. 3) Placement of materials. 4) Finishing. 5) Curing and protection. 6) Reinforcement (keyway substitution). 7) Backfilling. b. Excavation for concrete driveway apron shall be considered incidental. c. Aggregate base beneath concrete driveway apron shall be measured and compensated per Section 32 11 23. 5. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Society of Testing Materials (ASTM) I 1. C260- Air-Entraining Admixtures for Concrete. B. Minnesota Department of Transportation "Standard Specifications for Construction," 2005 Edition (MnDOT Spec.) 1. 2211 - Aggregate Base. 2. 2461 -Structural Concrete. 3. 2521 - Walks. 4. 2531 -Concrete Curbing. 5. 3702- Preformed Joint Filers. 6. 3754- Membrane Curing Compound. 1.04 SUBMITTALS A. Submit one 7-day and two 28-day concrete test results for all concrete pours in any given I day. B. Submit MnDOT approved design mix for each concrete mix designation used. If a MnDOT r approved mix design is unavailable, the Engineer will establish the job mix proportions. 1.05 SEQUENCING AND SCHEDULING 1 A. Construction of pedestrian curb ramps shall be completed following the placement of the bituminous walk or pathway. I I CONCRETE WALKS,MEDIANS,AND DRIVEWAYS ©2014 Stantec 1 193801994 32 13 14-2 1 /; B. Construction of the concrete driveway apron shall begin no sooner than 24 hours after placement of the adjacent concrete curb and gutter with completion within 5 days of Icurb placement. C. Construct concrete medians no sooner than 72 hours after placement of the concrete curb and/or walks. IPART 2 PRODUCTS 2.01 MATERIALS A. Concrete to conform to MnDOT Spec. 2461, except as modified herein I 1. Portland Cement: Conform to MnDOT Spec.3101 a. Type 3 air-entraining concrete produced by using Type I Portland Cement. 2. Air-Entraining Admixtures: conform to MnDOT Spec. 3113 a. Conforming to ASTM C260. l b. Not to be added to the concrete mixtures in the field without approval from Engineer. 3. Mix Designation and Classification I a. Sidewalk and Residential Driveways 1) Manual Placement Mix No.3A32A. 2) Slip Form Placement Mix No. 3A22A. IB. Preformed Joint Filler: Conform to MnDOT Spec. 3702. C. Curing Compound: Conform to MnDOT Spec. 3754 I1. Curing compound shall contain a fugitive dye. 2. Only MnDOT approved membrane curing compounds will be allowed for use. MnDOT shall pre-approve all curing compounds.The most current approved lots and batches I with product expiration dates are available from the MnDOT Products website. All curing compounds shall comply with the requirements of the MnDOT Curing Compound Manufacturer Approval Program, including pre-testing of all materials by Ithe manufacturer. D. Sub-Grade Base Material 1 1. Select Granular Material: Conform to Section 31 23 00. 2. Aggregated Base: Conforming to Section 32 11 23. E. Truncated Dome Panels: Approved products I 1. East Jordan Iron Works-Cast Iron Powder Coated-Black. 2. Neenah Foundary Company-Cast Iron Powder Coated-Black. IPART 3 EXECUTION 3.01 GENERAL IA. Provide copies of batch tickets for concrete mix at the time of material delivery. B. Construct concrete walkway, median, driveways, and valley gutters at the locations and Ielevations indicated on the Drawings. C. Construct walkways and medians to conform to the typical section shown on the IDrawings. CONCRETE WALKS,MEDIANS,AND DRIVEWAYS I ©2014 Stantec 1 193801994 32 13 14-3 I D. Construct concrete driveway aprons to conform to the Drawings. E. Construct concrete valley gutters to conform to the Drawings. F. Construct concrete curb ramp to conform to the Drawings. G. Verify locations with Engineer in the field prior to construction. I H. The completed concrete work shall give the appearance of uniformity in surface contour and texture, and shall be accurately constructed to line and grade.The required joints, edges, and flow lines shall show neat workmanship. I. Retempering of concrete which has partially hardened with or without additional materials or water is prohibited. J. Concrete washout locations shall conform to the requirements of the NPDES. 3.02 FOUNDATION PREPARATIONS A. Placement of the aggregate base or granular material to support the concrete work shall conform to Section 32 11 23 or Section 31 23 13. Compaction of subgrade base shall conform to MnDOT Spec. 2211.3C1. I B. The foundation shall be approved by the Engineer prior to placement of concrete material. 3.03 FORMS A. Conform to MnDOT Spec. 2521.38. I 3.04 JOINT CONSTRUCTION A. Conform to MnDOT Spec. 2521.3C2, except as modified herein I 1. Maximum spacing of expansion joints for walkways shall be 60 feet. 2. Match joints of adjacent concrete work. 3.05 METAL REINFORCEMENT A. Conform to MnDOT Spec. 2531.3D, except as modified herein 1. Install three No. 4 steel reinforcing rods in lower portion of the valley gutter section with minimum 2-inches coverage on all sides. 3.06 PLACING AND FINISHING I A. Conform to MnDOT Spec.2521.3C1 and 2531.3F for slip form or 2531.3K for manual placement, except as modified herein 1. Any deviation in the design curvature of concrete edges in excess of 3/8 of an inch, measured with a 10-foot straight edge,will be considered unacceptable. 2. Any surface area allowing the entrapment of water at a depth 1/8 inch or greater will be considered unacceptable. 3. Unacceptable work shall be removed and replaced with acceptable Work as directed by the Engineer. Acceptance of Work by price reduction will not be allowed. CONCRETE WALKS,MEDIANS,AND DRIVEWAYS ©2014 Stantec 1 193801994 32 13 14-4 I IB. Pedestrian Curb Ramp-Truncated Dome 1. Truncated Dome Panels- Conform to the manufacturer's recommendations for I placement. 2. Truncated dome panels shall be placed (wet set) on a minimum of 6-inches concrete and prior to finishing the adjacent concrete surface of the pedestrian ramp. The joint between the panel and concrete shall be finished with 1/2-inch radius edging tool. 1 3. Conform to MnDOT Standard Detail Plate No. 7036F for specified truncated dome surface pattern dimensions. Refer to the Drawings for actual ramp size, shape, and slopes. I 4. Multiple Truncated Dome panels shall be of equal size. 5. Joint space between truncated dome panels shall be no greater than 1/4-inch in width. I3.07 CONCRETE CURING AND PROTECTION A. Conform to MnDOT Spec. 2521.3C3 and 2521.3C3b (Membrane Curing Method), except as modified herein 1. Coat all surfaces with membrane curing compound within 30 minutes after finishing at the specified rate. I 2. The membrane-curing compound must contain a fugitive dye and be applied at 2 different directions perpendicular to each other. 3. A second application of membrane curing compound shall be applied 4 to 8 hours I after the first application at the specified rate. 4. Cold weather curing,when temperatures fall below 40 degrees F during placement or within the following 24 hours, shall conform to MnDOT Spec. 2521.3C3a blanket curing I method, except as modified below: a. If temperatures are projected to fall below 32 degrees within 24 hours of concrete placement, insulated blankets shall be using for curing. b. All costs associated with blanket curing shall be incurred by the Contractor. I 5. The freshly finished surface shall be protected, surfaces pitted by rain will be considered unacceptable. 6. Removal and replacement of any concrete section damaged by traffic, rain, cold I weather, or other causes occurring prior to final acceptance shall be the responsibility of the Contractor. I3.08 HIGH EARLY CONCRETE A. Conform to MnDOT Spec. 2461.3C, except as modified herein 1. High early concrete shall be designed to provide a maximum water/cementitous ratio I of 0.40. 2. High early concrete shall be designed to provide a minimum flexural strength of 500 psi and a minimum compressive strength of 3,000 psi in 48 hours. I 3. High early concrete may be included as a separate Bid Item or as an Engineer ordered material. In absence of a separate Bid Item for high early strength concrete, compensation will be at an agreed upon price not to exceed 20 percent above the I Contract cubic yard price for standard strength concrete for the quantity ordered by the Engineer. The price shall be agreed upon prior to placement. 1 I CONCRETE WALKS,MEDIANS,AND DRIVEWAYS 1 ©2014 Stantec 1 193801994 32 13 14-5 I I 3.09 BACKFILLING A. Conform to MnDOT Spec.2521.3E, except as modified herein I 1. Perform backfilling to protect the concrete no sooner than 72 hours after placement of the concrete. END OF SECTION I I I I I I I I I a I I I I CONCRETE WALKS,MEDIANS,AND DRIVEWAYS ©2014 Stantec 1 193801994 32 13 14-b 1 I SECTION 32 16 13 CURBS AND GUTTERS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Cast-in-place concrete curbs, and concrete curb and gutter. B. Related Sections 1. Section 32 11 23- Aggregate Base Courses. 2. Section 32 12 01 - Flexible Paving (Municipal Projects). 3. Section 32 13 14- Concrete Walks, Medians, and Driveways. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Bid Items have been provided for B618 Concrete Curb and Gutter and Surmountable Concrete Curb and Gutter. Measurement of curb and gutter shall be by the lineal foot measured along the face of the curb at the gutter line for each type. Payment shall include materials, preparation, placement, finishing, curing, protection, reinforcement adjacent to the catch basins, and backfilling. Measurement shall not include frames/castings that are located along the face of curb. 2. No separate measurement or payment for modifications at curb ramps or transition sections. 3. B618 Curb installed at catch basins and radii shall be considered as Surmountable ' Curb payment. 4. B618 Curb shall be measured and paid for the following areas as indicated on the Drawings: a. Olene Avenue North, north of 59th Street North-East side only. b. Omaha Avenue North 5. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Society of Testing Materials (ASTM) 1. C260- Air-Entraining Admixtures for Concrete. B. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2461 -Structural Concrete. 2. 2531 - Concrete Curbing. 3. 3101 - Portland Cement. 4. 3113- Admixtures for Concrete. 5. 3301 - Reinforcement Bars. 6. 3702- Preformed Joint Fillers. 7. 3754-Poly-Alpha Methylstyrene (AMS) Membrane Curing Compound. i CURBS AND GUTTERS ©2014 Stantec 1 193801994 32 16 13- 1 I 1.04 SUBMITTALS 1 A. Submit MnDOT approved design mix for each concrete mix designation used. If a MnDOT approved mix design is unavailable, the Engineer will establish the job mix proportions. 1.05 SEQUENCING AND SCHEDULING A. Install concrete curb and gutter within 1 week after aggregate base has been completed and approved. B. Concrete curb and gutter construction precedes installation of pavement. Allow for I sufficient curing time. C. Coordinate notifications of restricted driveway access with Engineer and Property Owners. Minimizing inconvenience to businesses and residents is a necessity to the success of the Project. PART 2 PRODUCTS 2.01 MATERIALS A. Concrete to Conform to MnDOT Spec. 2461, except as modified herein 1. Portland Cement: Conform to MnDOT Spec. 3101 a. Type 3 air-entraining concrete produced by using Type I Portland Cement. 2. Air-Entraining Admixtures: Conform to MnDOT Spec. 3113 a. Conforming to ASTM C260. b. Not to be added to the concrete mixtures in the field without approval from Engineer. 3. Mix Designation and Classification for Concrete Curb and Gutter a. Manual Placement Mix No.3A32C. b. Slip Form Placement Mix No. 3A22C. B. Reinforcement Bars (Epoxy Coated): Conform to MnDOT Spec.3301. C. Pre-Formed Joint Filler: Conform to MnDOT Spec. 3702. D. Curing Compound: Conform to MnDOT Spec. 3754 1 1. Curing compound shall contain a fugitive dye. 2. Only MnDOT approved membrane curing compounds will be allowed for use. MnDOT shall pre-approve all curing compounds.The most current approved lots and batches with product expiration dates are available from the MnDOT Products website. All curing compounds shall comply with the requirements of the MnDOT Curing Compound Manufacturer Approval Program, including pre-testing of all materials by the manufacturer. PART 3 EXECUTION 3.01 GENERAL A. Provide copies of batch tickets for concrete mix at the time of material delivery to Site. B. Construct concrete curb and gutter at the locations and elevations indicated on the Drawings. I CURBS AND GUTTERS ©2014 Stantec 1 193801994 32 16 13-2 I C. Construct the style or type of curb and gutter as shown on the Drawings. D. Construct intersection curb radii and transitions sections to conform to the detail on the Drawings. E. Construct transition sections at inlet structures to conform to the detail on the Drawings. F. Construct concrete curb ramp depressions to conform to the detail on the Drawings. G. Construct curb transitions for driveways to conform to the detail on the Drawings. Locations to be verified by Engineer at the time of construction. H. The completed concrete work shall give the appearance of uniformity in surface contour and texture, and shall be accurately constructed to line and grade. The required joints, edges, and flow lines shall show neat workmanship. I. Retempering of the concrete which has partially hardened with or without additional materials or water is prohibited. J. Concrete washout locations shall conform to the requirements of the NPDES. 3.02 FOUNDATION PREPARATIONS A. Support on a compacted aggregate base 1. Conform to typical sections as shown on the Drawings. 2. Conform to Section 32 11 23. 3. Aggregate base shall be approved by Engineer prior to curb and gutter placement. 3.03 FORMS ' A. Conform to MnDOT Spec. 2531.38. 3.04 JOINT CONSTRUCTION A. Conform to MnDOT Spec. 2531.3E, except as modified herein 1. Maximum spacing of expansion joints for slip formed shall be 200 feet. 3.05 METAL REINFORCEMENT A. Conform to MnDOT Spec. 2531.3F, except as modified herein 1. Where required,install two epoxy coated No. 4 steel reinforcing rods in lower portion of the curb section with a minimum of 2-inch coverage on all sides a. Placement at catch basins shall conform to the details on the Drawings. 3.06 PLACING AND FINISHING A. Conform to MnDOT Spec.2531.3, except as modified herein 1. The top surface of the curb and gutter shall have a brush finish at right angles to the curb line. 3.07 CONCRETE CURING AND PROTECTION 1 A. Conform to MnDOT Spec. 2531.3.G and 2531.3.G.1.a (Membrane Curing Method), except as modified herein CURBS AND GUTTERS ©2014 Stantec 1 193801994 32 16 13-3 I 1. All surfaces shall be coated with membrane curing compound within 30 minutes after finishing at the specified rate. 2. The membrane-curing compound must be applied in 2 different directions perpendicular to each other. 3. A second application of membrane curing compound shall be applied 4 to 8 hours after the first application at the specified rate. 4. Cold weather curing when temperatures fall below 40 degrees during placement or within the following 24 hours shall conform to MnDOT Spec.2531.3.G.3, except as modified below: a. If temperatures are projected to fall below 32 degrees within 24 hours of concrete placement, insulated blankets shall be used for protection. b. All costs associated with blanket protection and cold weather curing shall be incurred by the Contractor. 5. The freshly finished surface shall be protected,surfaces pitted by rain or irregularities caused from blanket will be considered unacceptable. 6. Removal and replacement of any curb section damaged by traffic, rain, cold weather, or other causes occurring prior to final acceptance shall be the responsibility of the Contractor. 3.08 BACKFILLING I A. Conform to MnDOT Spec. 2531.3.H, except as modified herein 1. Initial Backfilling a. Follow the 72-hours curing period with completion within 6 days of original placement. b. Tolerance within 0.3 feet to the top of curb elevation. 2. Final Grading a. Following completion of private utility work. 3. Curb damaged during backfilling is the responsibility of the Contractor. 3.09 HIGH EARLY CONCRETE A. Conform to MnDOT Spec. 2461.F.1.b, except as modified herein 1. High early concrete shall be designed to provide a maximum water/cementitous ratio of 0.40. 2. High early concrete shall be designed to provide a minimum flexural strength of 500 psi and a minimum compressive strength of 3,000 psi in 48 hours. 3. High early concrete may be included as a separate Bid Item or as an Engineer ordered material. In absence of a separate Bid Item for high early strength concrete, compensation will be at an agreed upon price not to exceed 20 percent above the Contract cubic yard price for standard strength concrete for the quantity ordered by the Engineer.The price shall be agreed upon prior to placement. 3.10 WORKMANSHIP AND FINISH I A. Conform to MnDOT Spec. 2531.3.1, except as modified herein 1. Any deviation in the design curvature of concrete edges in excess of 3/8 of an inch, measured with a 10-foot straight edge,will be considered unacceptable. 2. Acceptance of Work by price reduction will not be allowed. END OF SECTION I CURBS AND GUTTERS ©2014 Stantec 1 193801994 32 16 13-4 I SECTION 32 17 23 PAVEMENT MARKINGS I PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Pavement markings for control and guidance of traffic. B. Related Sections 1. Section 32 12 01 - Flexible Paving (Municipal Projects). 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for 12" Solid White Stop Bar. a. Shall be measured by the lineal foot on the basis of length actually applied, at 12 inch width. b. The second application shall be considered incidental to the payment of the first application. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation"Standard Specifications for Construction,"2005 Edition (MnDOT Spec.) 1. 2582- Permanent Pavement Markings. 2. 3591 - High Solids Water Based Traffic Paint. 3. 3592- Drop-On Glass Beads. 4. The Application Specification for Conventional Pavement Marking Materials. 5. 3-Minute Dry Alkyd and High Solids Latex. 1.04 SUBMITTALS A. 1 copy of the chosen paint lot or batch formulation. B. Pavement Marking Contractor Qualifications/Certifications. C. MnDOT Certification approvals. 1.05 SEQUENCING AND SCHEDULING A. Conform to the requirements of MnDOT Specifications. r 1 PAVEMENT MARKINGS ©2014 Stantec 1 193801994 32 17 23- 1 I I PART 2 PRODUCTS 2.01 MATERIALS I A. Paint 1. High Solids Water Based I a. Free of toxic heavy metals, including lead, mercury, and cadmium. b. Track Free Time-3 minutes or less. c. Yellow Prime Pigment- Colour Index Pigment Yellow No. 65 or No. 75. d. White Color- Flat white. e. Yellow Color-Color No. 33538 of Federal Standard 595. 2. 3-Minute Dry Alkyd a. Free of toxic heavy metals, including lead, mercury, and cadmium. b. Track Free Time-3 minutes or less. c. Yellow Prime Pigment- Color Index Pigment Yellow No. 65 or No. 75. d. White Color- Flat white. e. Yellow Color- Color No. 33538 of Federal Standard 595. B. Glass Beads 1. Conform to MnDOT Spec. 3592. 2.02 EQUIPMENT A. General 1. Vehicles used shall be deployed and equipped with traffic control devices set forth in the "Minnesota Manual on Uniform Traffic Control Devices, Field Manual." 2. Shadow vehicle with truck-mounted attenuator shall be used on streets with posted speed equal to or greater than 40 m.p.h. or ADT greater than 1,500 vehicles per day. 3. Equipment used for spray applications shall be capable of applying glass beads by a pressurized system at a rate of at least 25 lbs/gal. 4. Capable of accumulating footage applied per gun. 5. Stainless steel components in the delivery system required for water-based materials. I PART 3 PART 3 EXECUTION 3.01 GENERAL I A. The pavement marking crew shall include at least 1 technical expert knowledgeable in each of the following areas: 1. Equipment operation. 2. Application techniques. 3. Traffic control. 4. Safety regulations. B. The filling of tanks, pouring of materials, or cleaning of equipment shall not be performed on unprotected pavement surfaces, unless adequate provisions are made to prevent spillage of material. 3.02 SCHEDULE I A. Paint Pavement Markings 1. Place following completion of bituminous wear course: PAVEMENT MARKINGS ©2014 Stantec 1 193801994 32 17 23-2 I Ia. No sooner than 24 hours after placement of bituminous. b. Within 5 working days of completion of bituminous placement. 3.03 PREPARATION A. Locations I 1. In general accordance with the Drawings a. Location of marking designating no passing zones to be coordinated with corresponding traffic signs. I 2. The Engineer will place necessary"Spotting"at appropriate points a. Horizontal control. b. Starting and stopping points. I c. Broken line intervals will not be marked. d. Longitudinal joints, pavement edges, and existing markings shall serve as horizontal control when so directed. I e. Contractor shall notify Engineer at least 48 hours in advance when requesting spotting locations. 3. Edge lines and lane lines are to be broken only at intersections with public roads and at private entrances if they are controlled by a yield sign, stop sign, or traffic signal. I 4. The break point is to be at the start of the radius for the intersection or at marked stop lines or crosswalks. I B. Street Surface 1. Engineer may direct cleaning of surface as necessary immediately prior to marking application a. Brushing with non-metallic rotary broom. I b. Other cleaning method approved by Engineer. c. Air blast following cleaning. 2. Surface must be dry. 1 3. Minimum surface temperature is 50 degrees F. 3.04 APPLICATION IA. General 1. Tolerance a. Width: A tolerance of 1/4 inch under or 1/4 inch over the specified width will be Iallowed for striping provided the variation is gradual and does not detract from the general appearance. b. Length: Broken line segments may vary up to 2-3/4 inches from the specified I lengths provided the over and under variations are reasonably compensatory. c. Alignment: Deviations from the control guide shall not exceed 2 inches. d. Establishment of application tolerances shall not relieve the Contractor of his I responsibility to comply as closely as practicable with the planned dimensions. 2. Material shall not be applied over longitudinal joints. 3. 4-inch broken line consists of 10 feet of paint and 40 feet space (1 cycle). I 4. If same equipment used for different color material with change in color, an amount of material equal to fifteen 10-foot long stripes shall be wasted prior to beginning application with the new color. 5. Conditions I a. Markings shall not be applied when wind or other conditions cause a film of dust to be deposited on the pavement surface after cleaning and before the marking material can be applied. I PAVEMENT MARKINGS ©2014 Stantec 1 193801994 32 17 23-3 I b. Except when used as a temporary marking, pavement markings shall only be r applied in seasonable weather when air temperature is 50 degrees F or higher. B. Paint I 1. Minimum thickness 15 mil. 2. In accordance with the appropriate MnDOT Spec. 3. Painted lines on the bituminous base course shall be applied once. 4. Painted lines on the bituminous wearing course shall be applied twice. C. Glass Beads 1. Shall be applied immediately after application of paint or epoxy markings. 2. Rate of application shall be 8 lbs. per gallon. 3.05 CORRECTION OF DEFECTS 1 A. All pavement markings not conforming to the requirements of the Specifications shall be removed and replaced, or otherwise repaired to the satisfaction of the Engineer. I B. Where yield computations show a deficiency in material usage of not more than 20 percent, Owner may require satisfactory repair or may accept the Work at a reduced Bid Unit Price that is in direct proportion to the percent of the deficiency. C. Where yield computations show a deficiency in material usage in excess of 20 percent, Owner will require removal and replacement to the satisfaction of the Engineer, unless other means are approved by the Engineer. D. If removal and replacement is required, at least 90 percent of the deficient line shall be removed. E. Width of removal shall be 1 inch wider on all sides than the nominal width of the marking to be removed. F. Removal of unacceptable Work shall be accomplished with suitable blasting or grinding equipment, unless other means are authorized by the Engineer. Bituminous street surfacing shall not be damaged by the removal operation. END OF SECTION 1 I I I I PAVEMENT MARKINGS ©2014 Stantec 1 193801994 32 17 23-4 I SECTION 32 92 00 TURF AND GRASSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Restoration of construction area by installation of topsoil, seed, sod, soil amendments, mulch, and erosion control. B. Related Sections 1. Section 01 57 13-Temporary Erosion and Sediment Control. ' 2. Section 31 23 00- Excavation and Fill. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for Hydroseed With Mulch. Measurement will be based upon square yards. No additional payment shall be made for temporary seed, or additional applications to establish permanent seed. 2. A Bid Item has been provided for Seeding, Including Seed, Fertilizer, and Wood Fiber Blanket. Measurement will be based upon units of square yards for each type of blanket installed in place as specified. 3. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction," 2005 Edition (MnDOT Spec.). B. Minnesota Department of Transportation Seeding Manual 2007 (MnDOT Seeding Manual). 1.04 SUBMITTALS A. Provide the following submittals consistent with Section 01 33 00. B. Provide source and invoice for seed to be used for this Project. C. Producer's certificate of compliance-Written documentation verifying compliance of mixture of seed furnished. Include percentage of various seed species, year of production, germination rate, seed bag tags, and weed seed content. Submit to the Engineer at least 5 days prior to delivery. D. Species within native seed mixes species shall have their origin documented by the Minnesota Crop Improvement Association (MCIA) to certify that the product is a local ecotype plant. I TURF AND GRASSES ©2014 Stantec 1 193801994 32 92 00- 1 I I 1.05 PLANT ESTABLISHMENT PERIOD A. The Establishment Period for plants shall begin for immediately after installation,with the approval of the Engineer, and continue until the date that the Engineer performs a final inspection. 1. The establishment period for seeded areas is 1 year. t' 1.06 FIELD QUALITY CONTROL A. Provide Engineer with seed bag tags used for identification purposes. I PART 2 PRODUCTS 2.01 TOPSOIL:Topsoil Borrow Conforming to MnDOT Spec.3877.2B. 2.02 FERTILZER A. Provide plant fertilizer that is commercial grade and uniform in composition and conforms to applicable state and federal regulations. B. Slow release fertilizer. A minimum of 70 percent of the nitrogen component shall be a slow release water insoluble nitrogen. C. Fertilizer shall contain a minimum percentage by weight 10-10-10 (NKP). 2.03 SEED: Conform to MnDOT Spec.3876. 1 A. Lawns: MnDOT Mixture 270. B. Temporary Spring Cover: MnDOT Mixture 110. ' C. Temporary Fall Cover: MnDOT Mixture 100. D. Temporary Mix: MnDOT Mixture 130. 2.04 MULCH: Conform to Section 01 57 13. 1 2.05 HYDRAULIC SOIL STABILIZER (HYDROMULCH): Conform to Section 01 57 13. 2.06 EROSION CONTROL BLANKET I A. Conform to MnDOT Spec.3885. 2.07 EROSION STABILIZATION MAT: Conform to MnDOT Spec. 3888. PART 3 EXECUTION I 3.01 EXAMINATION A. Review restoration areas with the Engineer. Determine locations for seed or sod.Schedule t for restoration of areas may be revised to fit field conditions. I TURF AND GRASSES ©2014 Stantec 1 193801994 32 92 00-2 I B. Notify the Engineer at least 3 days in advance of hauling topsoil borrow on Site so the Engineer may visually inspect and sample for testing if deemed necessary. C. Finish grades are to be inspected and approved by the Engineer prior to start of restoration. 3.02 DELIVERY AND STORAGE A. Delivery 1. Notify the Engineer of the delivery schedule in advance so the plant material may be inspected upon arrival at the Site. Remove unacceptable plant material from the Site immediately. 2. Deliver fertilizer and lime to the Site in the original, unopened containers bearing the manufacturer's guaranteed chemical analysis, name, trade name or trademark, and in conformance to state and federal law. In lieu of containers, fertilizer and lime may be furnished in bulk and a certificate indicating the above information shall accompany each delivery. 3. During Delivery: Protect seed from contamination. B. Storage 1. Keep seed, lime, and fertilizer in dry storage away from contaminants. 3.03 PREPARATION A. General: Conform to MnDOT Spec.2575.3A. B. Soil Preparation: Conform to MnDOT Spec. 2575.3B. C. Fertilizers and Conditioners: Conform to MnDOT Spec. 2575.3C 1. Apply fertilizer at a rate of 400 lbs. per acre (9.2 lbs./1,000 sq. ft.). 2. Where soil pH is lower than 5.5, apply lime at 3 tons per acre (140 lbs./1,000 sq. ft.). 3.04 SOWING SEED A. Seeding Dates: Conform to MnDOT Spec. 2575.3 for the mixes specified. B. Seeding Preparation and Application: Conform to MnDOT Spec.2575.3 for the mixes specified. 3.05 EROSION CONTROL BLANKET A. Erosion control blanket shall be installed immediately following seeding in accordance with MnDOT Spec. 2575.3J, and as modified below. B. Raking or harrowing of soil/seed shall be done before installation of erosion control I blanket. . Blanket shall be installed parallel to the direction of flow in all cases. D. If permanent seeding is not available at the time of blanket installation, this material will have to be removed, re-seeded, and installed again as a permanent erosion control measure. If permanent seeding is available at the time of initial installation, a 1-time proper installation is acceptable. TURF AND GRASSES ©2014 Stantec 1 193801994 32 92 00-3 I 3.06 HYDRAULIC SOIL STABILIZER (HYDROMULCH) I A. Conform to Section 01 57 13. 3.07 MAINTENANCE A. Restored areas that have been satisfactorily completed and are disturbed by additional construction activity required by the timing and sequencing of the Work shall be restored over to the same requirements of the original work. B. Seed maintenance shall be done in conformance with the MnDOT Seeding Manual- Maintenance Requirements for year 1. C. Watering of seed areas shall be done for a minimum period of 30 days from installation I sufficient to ensure establishment of permanent vegetation. 3.08 INSPECTION AND ACCEPTANCE I A. Seeding and turf work will be inspected for acceptance in parts agreeable to the Engineer, provided Work offered for inspection is complete, including maintenance for the portion in question. B. At the conclusion of the establishment period(s), a final inspection of planting(s) will be made to determine the conditions of areas specified for landscaping. C. When inspected landscape work does not comply with requirements, replace rejected Work and continue specified maintenance until re-inspected by Engineer and found to be acceptable. Remove rejected materials from the Site. D. Seed evaluation at the conclusion of the establishment period shall be based on at least 1 species per square foot and 90 percent of seeding per square foot is of the permanent seed species within the applied mix. END OF SECTION 1 I I I I I I TURF AND GRASSES ©2014 Stantec 1 193801994 32 92 00-4 I SECTION 33 01 38 PIPE REHABILITATION BY CURED-IN-PLACE-PIPE (CIPP) PART 1 GENERAL 1.01 SECTION INCLUDES A. Rehabilitation of deteriorated and leaking gravity pipe sections by installation of a thermosetting resin impregnated flexible felt fiber tube into a cured-in-place-pipe (CIPP). B. Related Sections 1. Section 33 08 31 -Sanitary Sewer Televising, Cleaning and Inspection. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Bid Items have been provided for Sewer Rehabilitation With CIPP. Measurement will be per each liner installed in place per diameter. Payment will constitute full compensation for all work and costs to furnish and install the liner complete in place, including cleaning, line clearing, dewatering, sealing the liner at the ends, service reconnects, testing, and pre-and post-installation television inspection and all other work associated with this Bid Item. 2. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Society for Testing and Materials (ASTM): I1. D638-Test Method for Tensile Properties of Plastics. 2. D790-Test for Flexural Properties of Plastics. 3. F1216- Rehabilitation of Existing Pipelines by the Inversion and Curing of a Resin iImpregnated Tube. 1.04 SUBMITTALS A. Manufacturer's certification of compliance. B. License of certificate verifying manufacturer's/licensor approval of installer. ' C. Construction Sequence. D. Product data and manufacturer's recommended installation procedures. E. Cure summary after the approved curing schedule is completed. F. Installer Completed Project List Which Includes: Project name, the number, total length and locations of inversions installed to date, and the names and phone numbers of the facility owners. t I PIPE REHABILITATION BY CURED-IN-PLACE-PIPE(CIPP) ©2014 Stantec 1 193801994 33 01 38- 1 I PART 2 PRODUCTS 2.01 CURED-IN-PLACE PIPE MATERIALS A. Felt Tube: 1. The tube shall be supplied by the system licensor conforming to ASTM F1216. 2. The tubing shall be properly sized to the diameter of the pipe and the length of the pipe to be rehabilitated and be able to stretch to fit irregular pipe sections. 3. Physical Characteristics: a. Cured Pipe Physical Strength: Property ASTM Vinyl Ester Polyester Filled Test System System Polyester Method System Flexural Strength D790 5,000 psi 4,500 psi 4,500 psi Flexural Modulus D790 300,000 psi 250,000 psi 400,000 psi (Initial) Flexural Modulus D790 180,000 psi 125,000 psi 200,000 psi (50 year) 4. The felt tubular material shall be lined on 1 side with a translucent waterproof coating, such as polyurethane, polyethylene or polyvinylchloride (PVC), and be fully I impregnated with a liquid thermosetting polyester or vinylester resin and catalyst system compatible with the inversion process. 5. No materials shall be included in the tubes which are subject to delamination in the cured CIPP. 6. The layer of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any 2 layers with a probe; nor shall separation of the layers occur during testing performed under the requirements of this Specification. B. Resin/Catalyst: 1. The liquid thermosetting resign used to impregnate shall be polyester, vinylester, or epoxy resin compatible with the approved liner and a compatible catalyst system. 2. The resign shall not contain fillers or additives, except those required for viscosity control, fire retardant, modulus enhancement, chemical resistance, or extension of pot life. 3. Thixotropil agents that will not interfere with visual inspection may be added for viscosity control. I C. Structural Requirements: 1. The CIPP thickness shall be calculated and designed based upon the following physical condition of the existing pipe to be rehabilitated: a. All pipes shall be considered fully deteriorated. b. All pipes shall be subjected to soil load of 120 lbs./cu. ft.with applicable live lead and water table below the top of the ground. c. All pipes shall have a minimum of 2-percent ovality in the circumference. d. Any pipelines running under highways, city streets, or other roadways shall be assumed to carry highway live loads of (16,000 lbs.). 2. Conditions may change after the TV report for later case by case design calculations. I I PIPE REHABILITATION BY CURED-IN-PLACE-PIPE(CIPP) ©2014 Stantec 1 193801994 33 01 38-2 IPART 3 EXECUTION 1 3.01 PRE-INSTALLATION PROCEDURES A. Complete all required pipe and structure improvements as shown on the Drawings prior to completing pipe cleaning and pre-televising for CIPP installation. B. Remove roots and clean existing pipe by removing interior debris by bucketing,jetting, or other appropriate methods before the pre-installation television inspection at a cost incidental to the Project. See Section 33 08 31 for televising, cleaning and inspection requirements. C. Inspect existing sewer pipe by remote TV camera immediately before installation to locate breaks, obstructions, and defects. Allow the Engineer to review TV inspection DVD's. Verify whether service wyes and connections are active with pan and tilt TV camera inspection. tD. Provide for flow of sewage around the sections of pipe to be rehabilitated. E. Clear line of obstructions. Obstructions may include but not necessarily be limited to solids, Ldropped joints, protruding service connections, or collapsed pipe. 3.02 RESIN IMPREGNATION IA. The Contractor shall designate a location where the felt tube will be impregnated. B. The quantity of resin used for tube impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. C. Impregnate tube prior to installation.The Engineer shall be advised of time and location of vacuum impregnation and shall be allowed to witness procedure, unless impregnation is completed offsite. Contractor to provide 24-hour notice before Work is to begin. 1 3.03 INVERSION USING HYDROSTATIC HEAD I A. Insert impregnated tube through manhole by means of an inversion process. Insert tube into the inversion standpipe with impermeable plastic membrane side out.Turn tube inside out at the lower end of the inversion standpipe and attach to the standpipe to create a leak proof seal. Apply hydrostatic head sufficient to fully extend tube to termination point. Adjust the inversion head to be of sufficient height to cause the impregnated tube to invert from manhole to manhole and hold the tube tight to the pipe will produce dimples at side connections and flared ends at the manholes. Use lubricant as necessary. B. Care shall be taken not to overstress the felt tube at the elevated during temperatures which may cause damage or failure prior to cure. 3.04 CURING USING CIRCULATED HEATED WATER A. After the inversion process is completed, the Contractor shall supply a suitable heat source and water throughout the section to uniformly raise the water temperature above the temperature required to affect a cure of the resin.The resin/catalyst system manufacturer shall recommend the temperature. PIPE REHABILITATION BY CURED-IN-PLACE-PIPE(CIPP) ©2014 Stantec 1 193801994 33 01 38-3 I B. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. Another such gauge shall be placed between the layers of the impregnated felt tube in the upstream, downstream, and intermediate manholes to determine the temperature during curing. I C. Water temperature in the line during the curing period shall be as recommended by the resin manufacturer. D. Initial cure may be considered complete when the exposed portions of the felt tube pipe appear to be hard and the remote sensing device indicates the temperatures to be adequate as recommended by the resin/catalyst system manufacturer. E. Curing using steam rather than using heated water is acceptable. Precautions should be taken to supply sufficient steam pressure, to minimize steam condensation resulting in water build-up in the inside bottom of the resin liner being cured or as an alternative provide for the discharge of the condensate through a small tube inserted at the low point of the resin liner. 3.05 COOLING DOWN A. Cool the hardened cured in place pipe to a temperature below 100 degrees F before 1 relieving the water column: 1. Cool water may be added to the water column while draining hot water from a small hole at the end of the cured in place pipe so that a constant water column height is maintained until cool down is completed. B. Careful attention shall be taken not to cool too quickly to eliminate the possibility of thermoshock. 3.06 SERVICE CONNECTION A. After curing reconnect existing services: 1. Service reconnects must be accomplished as soon as possible, and within a minimum of 24 hours of beginning the inversion process. 2. Maintain sanitary sewer service during the installation process. B. Reconnection shall be done without excavation from the interior of the pipe by means of a television camera and a cutting device that reinstates the service to not less than 90 percent of their original capacity: 1. The Contractor shall certify that there is a minimum of 1 complete working unit plus spare key components on the site before each inversion. 3.07 FINAL/FINISH A. The liner shall make a tight seal at the manhole opening with no annular gaps. This I procedure shall be completed before proceeding to the next manhole section. B. The finished pipe shall be continuous over the entire length of the sewer section. The finished liner shall tightly conform to the walls of the existing pipe. C. No gap or annular space between the finished liner and the host pipe shall be allowed or be visible at the manhole,sewer service connection, or other exposed points within the finished liner section. I PIPE REHABILITATION BY CURED-IN-PLACE-PIPE(CIPP) ©2014 Stantec 1 193801994 33 01 38-4 3.08 QUALITY CONTROL A. Televise interior of pipe after completion of work and provide submittals to Owner as described in Section 33 08 31. B. Test samples of the cured material for physical strength specified herein before a sample will be taken from the wet out tube, clamped between flat plates, and cured in the down- tube. C. All CIPP pipes should be tested using an exfiltration test methods where the CIPP is plugged at both ends and filled with water.This test should take place after the CIPP has cooled down to ambient temperature. This test is limited to pipe lengths with no service laterals and diameters of 36 inches or less. The allowable water exfiltration for any length of pipe between termination points should not exceed 50 U.S. gallons per inch of internal pipe diameter per mile per day, providing that all air has been bled from the line. During exfiltration testing, the maximum internal pipe pressure at the lowest end should not exceed 10 ft (30 m) of water or 4.3 psi (29.7 kPa), and the water level inside of the inversion standpipe should be 2 ft (0.6 m) higher than the top of the pipe or 2 ft (0.6 m) higher than groundwater level,whichever is greater. The leakage quantity should be gaged by the water level in a temporary standpipe placed in the upstream plug. The test should be conducted for a minimum of 1 hour. END OF SECTION 1 1 1 1 1 f PIPE REHABILITATION BY CURED-IN-PLACE-PIPE(CIPP) ©2014 Stantec 1 193801994 33 01 38-5 1 ISECTION 33 05 05 ITRENCHING AND BACKFILLING PART 1 GENERAL I1.01 SUMMARY A. Section Includes 1. Trenching requirements for underground piping and appurtenances, including requirements for excavation, backfill, and compaction. IB. Related Sections 1. Section 31 10 00-Site Clearing. 2. Section 33 10 00- Water Utilities. I 3. Section 33 31 00-Sanitary Utility Sewer Piping. 4. Section 33 40 00 Storm Drainage Utilities. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I1. Trench Excavation: Excavation and backfilling of trench shall be included in the price of pipe provided. 2. Pipe Bedding: Considered incidental and shall be included in the price of pipe furnished and installed. I 3. Rock Excavation: Measured from the top of the rock to a point 12 inches below the outside barrel of the pipe and 12 inches from each side of outside diameter of pipe (at bell). The minimum trench width of Rock Excavation shall be 48 inches. For I measurement purposes, cubic yard volume will be computed based on vertical walls for the width specified above. Payment for Rock Excavation shall be at the Unit Price per cubic yard. Any additional Rock Excavation required for shelving or OSHA I Standards will not be measured for payment and will be considered incidental to the Rock Excavation bid Item: a. The estimated Rock Excavation shown in the various parts of the Bid Form were I calculated as described above, and are based on past experience with water main breaks and other excavations. No variation from the Unit Price for Rock Excavation will be considered or allowed due to quantity variation. b. Separate Bid Items have been provided for Rock Excavation-Weathered Rock I and Hard Rock. Payment will be made based on the method or rock excavation actually used in the field. Any excavation performed with a standard backhoe bucket will not be considered rock excavation. I c. Payment for Rock Excavation shall include hauling and disposing of the excess rock off of the Site. 4. A Bid Item has been provided for Sand Cushion. Measurement shall be by the units of I linear feet for pipe within the Rock Excavation. Payment will include a minimum width of 3 feet and depth of 12 inches below the pipe to pipe invert. 5. Improved Pipe Foundation: At the Bid Unit Price per lineal foot for each 6-inch layer placed below the pipe bedding, not including the first 6 inches I a. For example, say 2 feet of foundation material is required under a pipe installed with C-2 bedding. Because 6 inches of material is required for Class C-2 pipe I TRENCHING AND BACKFILLING 1 ©2014 Stantec 1 193801994 33 05 05- 1 I bedding (and therefore incidental), payment will be made for 3 lineal feet of pipe foundation material, 6 inches deep per foot of pipe installed. b. No payment will be made without the knowledge or consent of the Engineer. c. No payment will be made for subgrade rock installed for de-watering purposes only, unless specified. d. No payment will be made for disposing of excavated material offsite that has been created by placement of improved pipe foundation. 6. Temporary Bracing and Sheeting: Considered part of the excavation costs with no additional compensation to Contractor, unless provided for otherwise. 7. Density Tests a. Passing Tests: All costs paid by Owner. b. Failing Tests: All costs charged to and paid by the Contractor. 8. Dewatering: No explicit, direct payment is made for this work. Costs for this work are to be included in the Bid Unit Price for the pipe or structure installed. 9. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES 1 A. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2105- Excavation and Embankment. 2. 2451 -Structure Excavations and Backfills. 3. 3149 - Granular Material. B. American Society of Testing Materials (ASTM) 1. C1479 -Standard Practice for Installation of Precast Concrete Sewer,Storm Drain, and Culvert Pipe Using Standard Installations. 2. D2321 -Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity-Flow Applications. 3. D698-Test Method for Laboratory Compaction Characteristics for Soil Using Standard Effort (12,400 ft-Ibf/ft). 1.04 SUBMITTALS 1 A. Provide the following submittals consistent with Section 01 33 00: 1. Product Data for each Borrow Material: a. Name and location of source. b. Results of gradation tests. 1.05 DEFINITIONS I A. Bedding:The soil material adjacent to the pipe which makes contact with the pipe foundation,walls of the trench, and upper level of backfill. The purpose of bedding is to secure the pipe to true line and grade, and to provide structural support to the pipe barrel. B. Foundation:Soil material beneath the pipe bedding. C. Improved Pipe Foundation: Foundation provided by importing material from sources outside the Site. Required when foundation is soft or unstable. D. Filter Aggregate: Free draining mineral product used around drain tile pipe. TRENCHING AND BACKFILLING ©2014Stantec 1 193801994 330505-2 I rE. Rock Excavation (Hard Rock): Includes such rocks that are not decomposed,weathered, or shattered, and which will require blasting, hydro-hammering, barring,wedging, or use of air tools for removal. Also included are any boulders, concrete, or masonry structure (except concrete pavement, curb and gutter, and sidewalk) exceeding 1 cubic yard. F. Rock Excavation (Soft Rock): Includes such rocks that are decomposed,weathered, or shattered, and which will require the use of ripping equipment, such as rock buckets and ripper hooks. G. Pipe Zone:That part of the trench below the pipe to a distance of 1 foot above the top of the pipe. H. Sand Cushion: Aggregate bedding material used around pipe in areas where rock excavation is encountered,where pipe insulation is used, and when crossing existing utilities. 1.06 SEQUENCING AND SCHEDULING A. Known existing underground utilities are shown on the Drawings in a general way. Owner does not guarantee the locations as shown on the Drawings. Contractor shall anticipate variations in both the vertical and horizontal locations of underground utility lines from those shown on the Drawings. ' B. Uncover utilities and verify both horizontal and vertical alignments sufficiently in advance of construction to permit adjustments in the Work. Determine location of existing utilities and identify conflicts before excavating trench for pipe installation. C. Notify Gopher State One Call before starting construction in a given area, requesting utility locations in the field. D. Provide continuance of flow of existing sewer and other facilities. E. Backfill and compact all trench excavations promptly after the pipe is laid. 1.07 WARRANTY A. Trench settlements that occur during the correction period and are greater than 1/2 inch as measured from the beginning to the end of the settlement, as determined by the Engineer,will be repaired in a manner acceptable to the Owner at the Contractor's expense. PART 2 PRODUCTS 2.01 PIPE BEDDING MATERIAL A. Polyvinyl Chloride (PVC) Pipe and High Density Polyethylene (HDPE) Pipe 1 1. Comply with MnDOT Spec.3149.2.B.1 for Granular Borrow a. 1 inch maximum aggregate size. b. No on the Site granular material encountered during construction may be used. tB. Ductile Iron Pipe (DIP) and Reinforced Concrete Pipe (RCP) 1. Class C-1 Bedding a. Onsite material. TRENCHING AND BACKFILLING ©2014 Stantec 1 193801994 33 05 05-3 I b. No rocks larger than 3 inches shall be placed within pipe zone. I 2.02 IMPROVED PIPE FOUNDATION MATERIAL A. Comply with MnDOT Spec.3149.2.H Modified 1. Crushing Requirements:At least 50 percent of the material by weight retained on the No. 4 sieve shall have 1 or more crushed faces. I 2.03 FILTER AGGREGATE MATERIAL A. Comply with MnDOT Spec. 3149.2.J. I 2.04 SAND CUSHION MATERIAL A. Comply with MnDOT Spec. 3149.2.B.1 for Granular Borrow 1. No on Site granular material encountered during construction may be used without the permission of the Engineer. 2. 1 inch maximum aggregate size. 2.05 BACKFILL MATERIAL A. Suitable materials selected from the excavated materials to the extent available and practical. B. Suitable materials are mineral soils free of rubbish, trees, stumps, branches, debris, frozen soil, oversize stone, concrete and bituminous chunks, and other similar unsuitable material. C. Boulders larger than 12" shall not be used as backfill material and shall be removed from the site. PART 3 EXECUTION t 3.01 EXAMINATION A. Prior to construction, inspect existing utility structures and surface features, and document condition. B. Re-inspect foundation soils if rain fall or snow has occurred after initial inspection but prior I to placing pipe and bedding. 3.02 PREPARATION I A. Notify Utility Owners to field mark their utility locations. I B. Protect as necessary surface features, such as utility poles, trees, structures, pavement, etc., that are not designated on the Drawings to be removed. C. Notify utility companies of progress schedule so they can accomplish any necessary relocations and removals that they have agreed to relocate, remove, or support. D. Implement traffic control. 1 I TRENCHING AND BACKFILLING ©2014 Stantec 1 193801994 33 05 05-4 I IE. Complete temporary removal or relocation of surface features, such as fences, shrubs, signs, and mailboxes. IF. Strip off existing topsoil from within the trench excavation limits and stockpile. Separate vegetative strippings from salvageable topsoil and dispose of appropriately. I G. Crossing Under Existing Utility Lines 1. Use extreme care when excavating in the vicinity of underground utility lines to avoid damage to protective coatings or surfaces. I 2. Where possible and as authorized by the utility, temporarily remove the utility line, install the new pipe, and reinstall the utility line. 3. Where existing line cannot be removed or is not feasible to remove, securely support, I excavate under, backfill under and around the utility line to 100-Percent Standard Proctor Density. 4. Report and repair damaged lines prior to backfilling trench. I3.03 CONSTRUCTION A. Conform to ASTM D2321, or modified herein. B. Trench Excavation enc Exca atlon 1. Excavate trench to alignment and grade shown on the Drawings. 2. The trench width at the surface may vary and depends on the depth of trench and I nature of the excavated material encountered. However, it shall be of ample width to permit the pipe to be laid and jointed properly and the backfill to be placed and compacted properly. 1 3. Correct any part of the trench that is inadvertently excavated below grade with approved material compacted to 100-Percent Standard Proctor Density. 4. Brace, shore, or sheet trench and provide drainage. Comply with applicable State I Regulations relating to industrial safety to a safe angle of repose. Angle of repose may be no less than that required by the Accident Prevention Division of the State Industrial Commission or the requirements of the Occupational Safety and Health Act (OSHA), I whichever is most restrictive. 5. Pile all excavated material in a manner that will not endanger the Work or obstruct sidewalks, driveways, gutters, etc. I 6. Segregate soils in the excavated material that are not suitable for trench backfill and dispose of in a manner that is consistent with the requirements specified herein under "Backfill Above Pipe Zone." 7. Dispose of excess excavated materials off of right-of-ways and easements in a suitable I site selected by the Contractor. 8. Haul materials, other than natural soil materials that are suitable as backfill material, to an approved landfill as directed by the Engineer. 1 C. Water Control 1. Dewater the ground as necessary to excavate the trench and install the pipe. All pipe I and structures shall be laid in a dry condition prior to backfill. Maintain groundwater level a minimum of 1 foot below the pipe invert. Measure the rate of flow from dewatering pumps at the beginning of the dewatering operation(s) and once per week thereafter. Keep a daily log of hours pumped. ID. Trench Bottom 1. Excavate to a sufficient depth to insure adequate foundation when the bottom of the Itrench is soft or where in the opinion of the Engineer unsatisfactory foundation TRENCHING AND BACKFILLING II ©2014 Stantec 1 193801994 33 05 05-5 I conditions exist. Bring excavation up to pipe grade with thoroughly compacted I granular materials meeting the requirements of Improved Pipe Foundation Material. 2. Provide temporary support, remove, relocate, or reconstruct existing utilities located within the trench excavation. Utility shall designate method employed. Use particular care and provide compacted fill or other stable support for utility crossings to prevent detrimental displacement, rupture, or failure. 3. Excavate to expose existing utilities that cross in close proximity to the planned pipe line to determine the utilities' exact location sufficiently ahead of pipe installation to plan for the avoidance of grade conflict. Measure to determine the utilities' location relative to the planned pipe line location. A deviation from the alignment, grade, and location to avoid conflict may be ordered by the Engineer. 4. In locations where rock affects the pipe foundation, excavate the trench 6 to 12 inches below the pipe and place sand cushion material up to the proposed invert elevation.The remainder of the trench up to the top of rock elevation shall be backfilled with granular backfill material a. Sand Cushion:The removal and disposal of the unsuitable material within the trench and below the invert elevation, and the replacement up to invert elevation with the appropriate bedding material. b. Granular Backfill:The removal and disposal of unsuitable material within the trench, above the invert elevation, and replacement up to the surface with appropriate backfill material. No additional compensation will be allowed for wider or deeper trenches in rock excavations. c. For PVC and HDPE Pipe, the sand cushion shall be placed to 1 foot above the pipe.The remainder of the trench up to the top of the rock shall be backfilled with granular backfill material. 5. Improved Pipe Foundation: When unsatisfactory foundation conditions exist, excavate • to a depth consisting of solid materials. Fill to pipe grade with thoroughly compacted granular materials meeting the requirements of Improved Pipe Foundation Material. 3.04 PIPE BEDDING I A. Polyvinyl Chloride Sewer Pipe: Bed pipe in accordance with ASTM D2321. B. Reinforced Concrete Pipe: Bed pipe in accordance with Class C-1 Bedding. C. Ductile Iron Pipe: Bed pipe in accordance with AWWA Standard C150 and C151. D. High Density Polyethylene (HDPE) Profile Wall Pipe: Bed pipe in accordance with ASTM D2321. E. Use only selected materials free from rock, boulders, debris, or other high void content I substances to a level 1 foot above the top of pipe. Remove ledge rock, boulders, and large stones to provide at least 6-inch clearance from pipe. F. Dig bell holes of ample dimension at each joint such that the pipe barrel rests continuously on the bedding. 3.05 BACKFILL WITHIN PIPE ZONE A. Backfill immediately after pipe is laid. Restrain pipes as necessary to prevent their movement during backfill operations. TRENCHING AND BACKFILLING ©2014 Stantec 1 193801994 33 05 05-6 I IB. Place material completely under pipe haunches in uniform layers not exceeding 4 inches in depth. IC. After first 4-inch layer is placed, hand (shovel) tamp along pipe within haunch zone. D. Continue to compact backfill material with a jumping jack and/or a vibratory plate I compactor after each subsequent 4-inch layer, taking care not to damage or move the pipe with compaction equipment. I E. After backfill is above the top of pipe, continue to place backfill in 4-inch layers and use the vibratory plate compactor to reach compaction requirements. I3.06 BACKFILL ABOVE PIPE ZONE A. Use suitable materials meeting the requirements of Backfill Material. I B. Place in uniform depth layers not to exceed 12 inches before compaction. Complete the compaction of each layer before placing material for the succeeding layer. IC. Remove any rock/ boulders larger than 12 inches and dispose off site. D. Compact each layer by mechanical means until it meets the requirements of MnDOT I Spec.2105.3.F.1 "Specified Density Method."Trenches shall be compacted to a minimum of 95 percent, except to 100 percent in the upper 3 feet. E. The method and means of placement and type of compaction equipment used is at the I discretion of the Contractor. However, all portions of the trench backfill must meet minimum specified compaction requirements. I F. Any deficiency in quantity of backfill material (caused by shrinkage or settlement) shall be supplied at no additional cost to the Owner. I G. Excavated material not suitable or required for backfill shall be disposed of outside of the Site. 3.08 QUALITY CONTROL IA. Density Tests:To be performed by an approved soils testing firm at various locations and depths throughout the Site as directed by the Engineer.The Contractor shall cooperate Ifully and provide assistance as necessary to complete these tests. B. Failed density test areas shall be excavated and re-compacted until the density 1 requirements are met. END OF SECTION I 1 I TRENCHING AND BACKFILLING I ©2014 Stantec 1 193801994 33 05 05-7 I ' SECTION 33 05 17 IADJUST MISCELLANEOUS STRUCTURES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Adjustment of utility structures. I B. Related Sections 1. Section 33 10 00-Water Main Utilities. 2. Section 33 39 00-Sanitary Utility Sewer Structures 3. Section 33 40 00-Storm Drainage Utilities. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Bid Items have been provided for various adjustments. Payment at the Bid Unit Price for all items is considered compensation in full for all materials and Work required to furnish and install the Bid Item in place. No additional payment will be made for interim adjustments. Costs for additional adjustments should be included in the Bid Item for providing and installing the casting. 1 , 2. Furnish and Install New Sanitary MH Casting and Rings: Measurement will be by each.in Castings and rings for new structures are incidental to the new structure bid item as identified in Section 33 39 00. 3. Furnish and Install New Storm Sewer Casting and Rings-MH: Measurement will be by I each. Castings and rings for new structures are incidental to the new structure bid item as identified in Section 33 40 00. 4. Furnish and Install New Storm Sewer Casting and Rings-CB: Measurement will be by I each. Includes all existing catch basins and shall be Neenah R3290VB,or R3290-A for structures within driveway approaches. Castings and rings for new structures are incidental to the new structure bid item as identified in Section 33 40 00. I 5. Adjust Frame, Ring, and Casting: Measurement will be by each cast iron manhole adjusting ring, Neenah R-1979 Series.This bid item shall only be utilized for Alternate 3, as identified in Section 01 03 00. 6. Adjust Valve Box: A Bid Item has been provided for Adjust Valve Box. Measurement will I be by each valve box adjusted. 7. Adjust Valve Box: Adjustment of the valve box on new valves installed under this Contract is incidental to the Bid Unit Price for furnishing and installing the valve. 8. Adjust Curb Box: Adjustment of curb box on new curb stops installed under this Contract is incidental to the Bid Unit Price for furnishing and installing the curb stop. 9. All other Work and costs of this Section shall be incidental to the Project and included Iin the Total Base Bid. 1.03 REFERENCES I A. American Society of Testing and Materials (ASTM) 1. A48-Specification for Gray Iron Casting. I ADJUST MISCELLANEOUS STRUCTURES ©2014 Stantec 1 193801994 33 05 17- 1 I 2. A240-Specification for Heat-Resisting Chromium- Nickel Stainless Steel Plate Sheet and Strip for Pressure Vessels. 3. C923-Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes, and Materials. 4. D1248-Polyethylene Plastics Molding and Extrusion Materials. 5. F593-Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs. 6. F594-Specification for Stainless Steel Nuts. I B. Minnesota Department of Transportation "Standard Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2506-Manholes and Catch Basins. 2. 3733-Geotextiles. 1.04 DEFINITIONS 1 A. Adjust Frame and Ring Casting: A change in rim elevation accomplished for manholes or catch basins through the addition or removal of adjustment rings only. Adjustment does not include the addition or removal of sections from the structure. B. Adjust Valve Box: A change in elevation of the top of the valve box accomplished through the raising or lowering of the existing top section of the valve box only. Adjustment does not include the addition or removal of sections from the valve box. C. Remove and Replace Adjustment Rings:The process of removing the existing concrete I adjustment rings from an existing structure and placing new rings on manholes and catch basins. 1.05 SEQUENCING AND SCHEDULING A. All existing and new manhole castings, valve boxes, and other castings shall be adjusted to the proper elevation prior to the placement of final surfacing. B. Contractor is responsible for removing any foreign material that enters the structures during construction. PART 2 PRODUCTS 2.01 ADJUSTING RING A. High-Density Polyethylene (HDPE) 1. Molded high-density polyethylene conforming to ASTM D1248. B. Manhole Adjusting Ring 1. Neenah R-1979 Series, non-rocking application. 2.02 ADHESION MATERIALS A. Ram-Nek material, or approved equal. B. Sealant (For HDPE Rings) 1. DOW 999-A building caulking and glazing sealant, or approved equal. 2. Open cell polyurethane foam sealant with adhesive backing. ADJUST MISCELLANEOUS STRUCTURES ©2014 Stantec 1 193801994 33 05 17-2 I ' C. Manhole Adjusting Ring 1. As recommended by manufacturer. I2.03 HYDRANT EXTENSIONS A. Sections: Match existing hydrant manufacturer and model. 2.04 CASTINGS I A. Manhole, Catch Basin Frames, and Covers 1. Requirement: ASTM A48. 2. Material: Class 35 cast iron. Best grade. Free from injurious defects and flaws. I 3. Finish Preparation:Sandblast. 4. Machine cover and frame contact surface for non-rocking protection. 5. Covers with 2 concealed pick holes of approved design. 6. Type and Style: Per city's standard details shown on Drawings. I a. Manhole (Storm or Sanitary) Castings: shall be Neenah R1642B. b. Catch Basin Castings: shall be Neenah R3290VB, or R3290-A for structures within driveway approaches. 1 7. All manhole covers shall be stamped appropriately with "SANITARY SEWER" or "STORM SEWER". Use 2 inch letters. I2.05 VALVE BOX A. Valve Box Risers / Covers. 1. Conform to details on Drawings. 1 2. Conform to the requirements of Section 33 10 00. 2.06 GEOTEXTILE IA. Woven filter fabric, 4-1/2 ounces for use in conjunction with HPDE rings. IB. Conform to city's standard details as shown in Drawings. PART 3 EXECUTION 1 3.01 GENERAL A. The necessary vertical alignment will be determined by the Engineer. B. Where existing frame is within 0.05 feet below finished grade, no adjustment is to be made. Adjustments are required for any existing frame that is above finished grade. IC. The frame shall be raised or lowered to match the street or gutter. D. Protect existing structures from damage. IE. Prevent sand, concrete, or any other debris from entering the structures. 3.02 PREPARATION A. Call utility owners to field mark their utility locations. i ADJUST MISCELLANEOUS STRUCTURES I ©2014 Stantec 1 193801994 33 05 17-3 I B. Contractor to verify exact location of existing utilities. 3.03 ADJUST FRAME AND RING CASTING A. Remove all dirt, debris, dust, and other deleterious material from surface prior to placement of first adjusting ring. B. HDPE Adjusting Ring 1. Remove all dirt, debris, dust, and other deleterious material from surface prior to placement of first ring. 2. Dry set the rings and casting prior to installation. 3. Install adhesive for adjusting rings as per the following: Location of Sealant Type of Sealant Between casting and last ring: Minimum of two- 1/2-inch beads of DOW 999 Between intermediate rings: 1/2-inch bead of DOW 999 Between cone/top slab and first ring: Minimum of two- 1/2-inch bead of DOW 999 4. Sealant to be placed around entire circumference of each unit with no gaps. 5. Utilize the flat and sloping units to match the required grade and slope of the area at the location of the structure. 6. No shims of any material may be used. 7. No mortar may be used with HDPE rings. 8. Minimum of 2, maximum of 5 rings allowed. Maximum 12-inches of adjustment is allowed. 9. Wrap entire casting and ring system with geotextile. For structures with cone section, geotextile wrap to extend over a minimum length of 18 inches of the cone. , 3.04 ADJUST VALVE BOX A. Adjust box by screwing top section up or down. , B. Prevent sand, chunks of concrete, or any other debris from entering the valve box. Contractor will be required to vacuum out or remove and reset any valve box that contains debris. C. Short sections inserted inside the existing top section are not allowed to perform adjustment, unless specified. D. Install approved sections as needed. E. Patch road to match existing pavement section. 3.05 REMOVE EXISTING AND PLACE NEW MANHOLE AND CATCH BASIN FRAME I A. Remove and dispose of frame and casting as indicated on the Drawings. B. Place new adjustment rings conforming to Section 3.03-Adjust Frame and Ring Casting. C. Install new frame and casting. D. Patch road to match existing pavement section. 1 ADJUST MISCELLANEOUS STRUCTURES ©2014 Stantec 1 193801994 33 05 17-4 I 1 E. Dispose of removed material off Site. I3.06 HYDRANT EXTENSIONS A. Remove upper section. IB. Install extension kit as per manufacturer's requirements. C. Replace upper and lower rod assemblies with heavy-duty for extensions in excess of 1 18 inches. D. Replace the upper section. 3.07 FIELD QUALITY CONTROL A. Casting installations and adjustments to the sanitary sewer manholes shall be completed in Ia manner to prevent inflow and infiltration. B. For adjustments made within bituminous surfaced areas, any settlements of the bituminous I surface greater than 3/8 inch below the rim of the adjusted structure will require removal and replacement of the bituminous surfacing at the Contractor's expense. I C. Secure manholes and structures immediately after completion or before suspension of operations at the end of working day with castings or suitable alternative device. D. Adjust Manholes and Catch Basin Frames [1/8 inch to 3/8] inch below grade prior to I placing the final wear course.Thorough tamping of the material around manhole and catch basin frames is required. Where existing frame is within 0.05 feet of grade, no adjustment is to be made. In such cases the crown or gutter shall be either lowered or Iraised, as the case may be, to put the street and frame at the same grade. E. Any adjustment shall include complete removal of existing concrete adjusting rings and Ireplacement with approved HDPE adjusting rings only. F. Regardless of the direction of adjustment, no shims of any material will be allowed. All manhole and catch basin castings must be replaced prior to the placing of the final wear Icourse. G. Adjust valve boxes to (1/8 inch to 3/8 inch) below grade prior to placing the final wear I course.Thorough tamping of the material around the valve box is required. All valve boxes are the sectional screw-threaded adjustable type. IEND OF SECTION I I I ADJUST MISCELLANEOUS STRUCTURES 1 ©2014 Stantec 1 193801994 33 05 17-5 1 SECTION 33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Pipe installation by Horizontal Directional Drilling. ' B. Related Sections 1. Section 33 05 05-Trenching and Backfilling. 2. Section 33 10 00- Water Utilities. 3. Section 33 12 12-Water Services. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for Directional Drill 6" PVC, C900 Water Main, Including Dual Tracer Wire with measurement based on units of lineal feet.The actual quantity installed multiplied by the appropriate Bid Unit Price will be considered compensation in full for all Work and costs to furnish and install material in place. No payment will be made for PVC to DIP connections. 2. A Bid Item has been provided for Directional Drill 1" Copper Water Service with measurement based on units of lineal feet, measured along the axis of the pipe, from centerline of the water main to the termination inside the building foundation with no regard to intervening fittings. Payment at the Bid Unit Price per foot shall include cost of all pipe, fittings, installation, excavation, backfilling, and testing. 3. A Bid Item has been provided for Water Service Connection Inside Home. Measurement will be per each connection and will include all work inside of home to complete connection to new water service. Work must be performed by a licensed plumbing contractor. Only 1 payment will be made for each service requiring connection inside the home. Payment at the Bid Unit Price shall include: a. Connection to the new or existing water meter. b. All pipe, fittings, and other materials required for the connection. c. All materials and labor required to repair foundation wall or floor where service pipe enters the house, including concrete, carpet,sheet rock, texturing, painting, or any other repairs to restore the basement to pre-existing conditions. d. Visual inspection of the plumbing connection. 4. A Bid Item has been provided to Replace Water Meter. Measurement will be per each water meter replaced. Work must be performed by a licensed plumbing contractor. The City will provide the water meter. Payment at the Bid Unit Price shall include: a. Disconnection and disposal of the existing water meter. ' b. Connections to the existing or new service pipe. c. Verifying proper installation with the Owner and Engineer. 5. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1 UTILITY HORIZONTAL DIRECTIONAL DRILLING ©2014 Stantec 1 193801994 33 05 23.13- 1 I I 1.03 REFERENCES A. American Iron and Steel Institute (AISI) I 1. Type 316 stainless steel. B. American Petroleum Institute (API) 1. API 13A - Oil Well Drilling - Fluid Materials. C. American Society for Testing and Materials (ASTM) 1. B88- Class K Copper Water Service Pipe. 2. C618- Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture In Portland Cement Concrete. 3. D638-Standard Test Method for Tensile Properties of Plastics 4. D1784-Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (PVC) Compounds. 5. D2152-Standard Test Method of Adequacy of Fusion of Extruded Poly (Vinyl Chloride) (PVC) Pipe and Molded Fittings by Acetone Immersion. 6. F1674-Standard Test Method for Joint Restraint Products for Use with PVC Pipe. D. American Water Works Association (AWWA) ' 1. AWWA C900-Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 Inches Through 12 Inches, for Water Transmission and Distribution. 1.04 DEFINITIONS A. Contact Grouting:The injection of a mixture of pea gravel, fine gravel, sands, and fines plus water and Portland cement, chemical compound, and perhaps a non-setting or other admixture into voids outside of the casing pipe or drilled pipe to achieve continuous contact between the casing pipe or drilled pipe and the ground. I 1.05 SUBMITTALS A. Submit the following items consistent with Section 01 33 00: t 1. Product Data: For pipe,fittings, and related appurtenances. 2. Shop Drawings: A layout plan showing stationing, elevations, pipe classes, and class coding. 3. Field Quality Control Test Results. 4. Results of Source Quality Control Tests. 5. Results of alignment plots.Superimpose these plots on a copy of the design alignment for comparison to verify compliance with alignment tolerances. 6. If entry and exit pits are proposed, shop drawings showing size, location, and design calculations for the pits and all supports. 7. Description of system to be used for handling and disposal of drilling mud and cuttings. 8. Grout mix design. 1.06 QUALITY ASSURANCE I A. Submit a list of similar projects completed in the last 3 years. Include pipe material, pipe diameter, project length, typical length of pull, including typical thrust and pullback requirements, soil conditions, project owner, and owner's address. UTILITY HORIZONTAL DIRECTIONAL DRILLING ©2014Stantec 1 193801994 330523.13-2 I B. For each pipe material, use only pipe from a single manufacturer. Furnish certifications of tests and inspection of pipe at the factory, plant, or foundry as required by the Specifications to which the material is manufactured. C. Names and project lists for key equipment operators and supervisors, including the following: 1 1. List equipment each operator is certified to operate. 2. Years of experience for each operator. 1.07 DELIVERY,STORAGE, AND HANDLING A. Prevent damage to the pipe when loading, transporting, and unloading. Do not drop i pipe. B. Do not use chains or wire ropes in handling PVC pipe. C. Inspect all pipe and materials during unloading process. D. Handle and store material in accordance with manufacturer's recommendations. E. Notify Engineer of any cracked, flawed, or otherwise defective material. 1 PART 2 PRODUCTS 2.01 PVC PIPE AND FITTINGS A. General: Pipe shall be made of compounds conforming to ASTM D1784 in accordance with the material requirements of AWWA C900 (4 inches to 12 inches diameter pipe). B. Fusible PVC Pipe: 8-Inch PVC C900 DR 18, DIPS, for potable water. C. Marking: Conform to AWWA C900 and C905. D. Fittings: Ductile iron fittings conforming to Section 33 10 00. E. Joint Restraint: Approved for use on PVC pipe conforming to Section 33 10 00 and ASTM IF1674. 2.02 COPPER PIPE FOR EXTERIOR SERVICES ' A. Type K conforming to Section 33 12 12. 2.03 WATER METER A. Provided by the Owner. 2.04 INTERIOR PIPING & FITTINGS A. All pipe and fittings shall be approved for the distribution of potable water. B. Comply with all applicable plumbing codes. C. Piping shall be copper or of the same material as in the residence. Approve materials with Engineer prior to installation. I UTILITY HORIZONTAL DIRECTIONAL DRILLING ©2014 Stantec 1 193801994 33 05 23.13-3 I I 2.05 DRILLING FLUID A. Bentonite Slurry when used or required in the design prepared by the Contractor I 1. Bentonite: API Specification 13A, high swelling montmorillonite, capable of mixing with water to form a stable homogeneous suspension. 2. Water: Clean, potable, containing no more than 500-ppm chlorides. I B. Sand for Contact or Consolidation Grouting 1. Clean, natural silica sand graded such that all of the material passes the No. 20 sieve and not more than 20 percent passes the No. 200 sieve. C. Controlled Low Strength Fill (Flowable Fill) 1. Select and proportion ingredients to obtain compressive strength between 25 to 75 psi at 28 days in accordance with ASTM D4832. 2. Materials a. Cement: ASTM C150,Type I or II. I b. Fly Ash: ASTM C618, Class F. c. Water: Clean, potable, containing less than 500 ppm of chlorides. 2.06 TRACER WIRE FOR WATER MAIN AND/OR FORCEMAIN I A. Conform to the applicable requirements of NEMA WC3, WC5, and WC7. B. Shall be Underwriters Laboratories (UL) listed for use in direct burial applications (e.g. USE, UF, or tracer wire). C. Conductor: Minimum AWG No.8 in copper or AWG No. 12 stainless steel rated to 30 volts. D. Identification: Volts (or V), AWG size, UL and designation (example: "tracer wire"). I E. Attach to bolt on break off flange of hydrants and valves. F. Two wires required for directionally drilled pipe. I 2.07 EQUIPMENT A. Certified by manufacturer for intended purpose, diameter of pipe, and expected loadings. 2.08 SOURCE QUALITY CONTROL I A. Manufacturer's Certifications: Provide certification of all testing performed by the pipe manufacturer at the manufacturing site documenting compliance with the Specifications under which the pipe is manufactured. Certifications shall include but not limited to pipe thickness, pipe strength, static pressure tests, material composition, and gasket test requirements. B. The fusion technician shall be qualified by the pipe supplier to install the fusible PVC. I I UTILITY HORIZONTAL DIRECTIONAL DRILLING ©2014 Stantec 1 193801994 33 05 23.13-4 1 I PART 3 EXECUTION I3.01 GENERAL A. Notify the Owner and the Engineer at least 7 days in advance of the planned start of I Work. B. Document existing conditions prior to interior work. IC. Water Control 1. Keep drilling pit subgrades continuously free from ground and surface waters during I operations. Implement additional groundwater controls on short notice as required. Observed water levels prior to construction are to be below the invert elevation of the pits. 2. Direct discharge from dewatering operations into approved receiving basins in 1 accordance with all applicable regulatory requirements as required. D. Operations I 1. It is not necessary to complete drilling work in 1 continuous, non-stop, operation. If Work is interrupted or stopped prior to completion at the Contractor's discretion without prior Owner approval, the Contractor shall bear all costs related to the stoppage and I restarting operations without additional payment. 2. Operate to prevent settlement, movement, or cracking of adjacent structures. If any movement or settlement occurs which cause or might cause damage to the structures over, along, or adjacent to the Work, stop drilling operations immediately, except for I those activities which will assist in making the Work secure and prevent further movement, settlement, or damage. 3. Resume drilling operation only after all necessary precautions have been taken to 1 prevent further movement, settlement, or damage. 3.02 INSTALLATION-DRILLED PIPE IIA. Preparations 1. Locate positions of entry and exit pits, establish elevation and horizontal datum for I bore head control, and lay out pipe assembly area. 2. Layout and assemble pipe in manner that does not obstruct adjacent roads and commercial or residential activities adjacent to construction easements. Elevate pipe over streets or railroads as necessary to avoid disruption to traffic. IB. Drilling Pilot Hole 1. Drill pilot hole from entrance point to exit point following vertical and horizontal I alignment shown and maintaining proper bury depth. 2. As pilot hole is advanced, plot actual horizontal and vertical alignment of pilot hole at intervals not exceeding 25 feet. Provide the Engineer with position and inclination of I pilot bore. 3. Use drilling fluid under pressure or other method designed by the Contractor to control ground water and to keep the pilot hole open. 4. Alignment Requirements I a. Keep the grade to no shallower than the profile shown and with no intermediate high points that might trap air in pipe after installation. I UTILITY HORIZONTAL DIRECTIONAL DRILLING I ©2014 Stantec 1 193801994 33 05 23.13-5 I b. Keep curvature of completed pilot hole less than that which will produce wall I stresses at 0.50 of yield stress in the pipe after it is installed and subject to maximum working pressure. c. Return pilot hole that is deviating from designed horizontal and vertical alignment to proper alignment with no abrupt changes and at a rate not exceeding [1 foot per 50 feet of pilot hole advance]. d. Horizontal Alignment of Pilot Hole: Within 3 feet of plan data. I 5. Acceptance: If pilot hole alignment fails to conform to specified requirements, drill new pilot hole with alignment meeting specified requirements. C. Reaming Pilot Hole and Pulling Pipe 1. Obtain Engineer approval to proceed before enlarging pilot hole and pulling pipe into position. 2. While pulling pipe, enlarge pilot hole ahead of pipe to diameter sufficient for pulling pipe into position. 3. While pulling pipe, handle pipe in manner that does not over stress pipe. Limit radius of curvature along length of pipe [during installation to 500 feet]. If pipe buckles or is otherwise damaged, remove damaged section and replace it with new pipe. 4. Pull pipe so that a minimum of 10 feet of pipe is exposed at both ends of bore. D. Cleaning Pipe Ends I 1. After pulling pipe, clean exposed ends for installation of fittings. E. Pipe Joining Method L 1. Joining method shall be per the pipe manufacturer's recommendations. 2. For fused PVC, the fusion technician shall be certified by the pipe manufacturer/ supplier. 3. Place chlorine tablets or powder in pipe as needed for disinfection. F. Handling and Disposal of Drilling Fluid and Cuttings 1. Adequate provisions for handling and containing muddy water, drilling fluid, and cuttings during drilling operations. Do not discharge these contaminants into waterways. Handle water and materials to conform with requirements of the agency(s) with regulatory jurisdiction. 2. Construct drilling fluid pits at entry and exit points in manner that completely contains mud and prevents its escape. 3. When on Site provisions for storing muddy water, drilling fluid, or cuttings on Site are exceeded, haul contaminants away to suitable legal disposal site. 4. Conduct directional drilling operation in such manner that drilling mud is not forced into waterways,wetlands, or the ground surface. I G. Fittings for Fused PVC 1. Install ductile iron fittings as required for attachment of adjacent sections of pipe. Use joint restraints approved for use with PVC pipe. Do not connect adjacent sections of pipe by beveling pipe ends. Wrap fittings with pipe encasement in conformance with Section 33 10 00. 2. Install approved tracer box as needed for locating. I H. Pipe Abandonment 1. In event of failure to install pipe conforming to all tolerance and test requirements of this Section, retain possession of pipe and remove it from Site. Completely fill borehole with grout, sand, or flowable fill so as to prevent future settlement. UTILITY HORIZONTAL DIRECTIONAL DRILLING ©2014 Stantec 1 193801994 33 05 23.13-6 I 1 2. If pipe cannot be withdrawn, cut pipe off at least 3 feet below ground surface, record location on Drawings, and abandon pipe after filling pipe and the annular space with Iflowable fill. 3.03 INSTALL WATER METER AND WATER SERVICE CONNECTION INSIDE HOME I A. Licensed plumbing contractor to install new Owner supplied water meter to existing plumbing. New location of water meter may be adjusted at the direction of the Engineer. All governing plumbing permits shall apply. IB. Connect new water service pipe to water meter. 1 C. Repair foundation wall or floor where service pipe enters the house. This may require concrete, carpet, or sheet rock patching and finishing. Wall texturing and painting may be required to repair walls. Verify all potential foundation repair does not have leaks six months after installation. ID. Upon completion of water main testing, reduce main pressure to static operating pressure and open curb boxes. A visual inspection of the interior plumbing will be performed for Ieach residence. E. All trenches shall be backfilled and compacted in accordance to Section 33 05 05- ITrenching and Backfilling. 3.04 FIELD QUALITY CONTROL I A. Perform an elevation survey of the surface of the ground above each pipe centerline before, during, and after the drilling operations. Conduct the survey to an elevation accuracy of 0.1 feet at 25-foot intervals along the pipe centerline. Measure daily during Iactive operations above the Work and at least 10 feet in front of the Work. B. Pressure Testing: After pulling pipe into position but prior to grouting and before I attachment to adjacent sections of pipe, pressure test pipe as listed below: 1. Minimum Test Pressure: 150 psi. 2. Criteria: No drop in pressure allowed for over 2 hours. I 3. Provide temporary pipe restraint as required for testing. C. Disinfection: Conform to Section 33 10 00. ID. Tracer Wire Testing: Demonstrate the electrical continuity of the tracer wire. 3.05 RESTORATION IA. At the conclusion of each directional drilling operation, remove excavation support systems for drilling entry pits and exit pits. I B. Backfill entry and exit pits consistent with the requirements of Section 33 05 05. Restore ground to original profile. Topsoil and seed immediately after backfilling. I C. Remove all equipment, supplies, excess excavation materials, and miscellaneous items associated with the directional drilling operation and leave the Site in a clean and tidy condition. I UTILITY HORIZONTAL DIRECTIONAL DRILLING I ©2014Stantec 1 193801994 330523.13-7 I D. Promptly replace damage pavement and structures at the ground surface above the 1 drilled pipe. E. Restore all interior items to match or improve existing conditions. 1 END OF SECTION 1 I I I I I I I I I I I I UTILITY HORIZONTAL DIRECTIONAL DRILLING ©2014 Stantec I 193801994 33 05 23.13-8 I IISECTION 33 08 31 ISANITARY SEWER TELEVISING, CLEANING AND INSPECTION IPART 1 GENERAL 1.01 SUMMARY I A. Section Includes 1. Sanitary sewer cleaning, televising and inspection of pipe, fittings, and miscellaneous appurtenances. B. Related Sections 1. Section 33 01 38-Pipe Rehabilitation by Cured-In-Place Pipe (CIPP). I1.02 PRICE AND PAYMENT A. Measurement and Payment I 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. I1.03 SUBMITTALS A. Submit the following items consistent with Section 01 33 00: I 1. 2 copies on DVD format of sewer televising and 2 copies of the written report on conditions. DVD and written reports shall be submitted to both Engineer and Owner. 2. Electronic Copies: Televising reports shall be submitted in pdf format. One pdf shall be created for each section of pipe located between Iwo manholes. Each report shall be I named with a number matching the City's pipe identification number. The identification number for each section of pipe shall be provided to the Contractor at the preconstruction meeting. I 3. Identification Spreadsheet: Provide in Microsoft Excel format with the city's pipe identification number for the pipes that were cleaned and lined. Individual televising reports, images, and video must correspond to the pipe id. A sample spreadsheet can I be provided by the City upon request. 4. Any images taken must be provided to the City in .jpeg format or a format that is approved by the City. 5. Reports and video shall be provided for both pre-and post-installation televising Iinspection. PART 2 PRODUCTS INot Used. IPART 3 EXECUTION 3.01 EXAMINATION I A. Commence televising only when pipe and structures are clean and free of dirt or other foreign matter. SANITARY SEWER TELEVISING,CLEANING AND INSPECTION I ©2014 Stantec 1 193801994 33 08 31 - 1 I 3.02 SANITARY SEWER TELEVISING A. General 1. Televising shall be performed on all gravity sanitary sewer lines that will be rehabilitated using cured-in-place pipe (CIPP). 2. Format-The video will be submitted in a DVD format with both audio and video. 3. Camera-The camera will be a self propelled unit providing color video with the ability to tilt up and down and pan left to right.The camera lens shall be capable of turning and looking up each wye or service tap to a minimum distance of the first fitting of the service pipe. The camera is to provide color video and still photographs of any defect. 4. Rate-The televising shall be conducted at a rate not to exceed 30 feet per minute. B. Line Requirements 1. All lines shall be jetted and vacuumed so that all debris has been removed prior to televising. 2. A small quantity of water is to be introduced into the line prior to televising. Amount shall be determined by the Engineer and coordinated with the Owner's Water and Sewer Department. The amount of water shall be sufficient enough to distinguish any sags or alignment problems with the pipe. 3. Each run will consist of a starting and ending MH-#, line size, and a zero reading on the counter at center of the starting manhole. 4. Each service wye shall be examined using the pan and tilt feature. 5. The video camera operator shall type into the video the station (distance),wye location on either the left or right side of the pipe and any problems they notice while televising the sewer lines. C. Manhole Requirements I 1. Examine upstream and down doghouses for water tightness. 2. Examine all joints to confirm watertight quality of gaskets and seals. 3. While at the bottom of the manhole, the camera will examine for infiltration as high as it can see around the entire manhole circumference. 4. Examine vertical outside drops. D. Report Requirements 1. A technician shall observe the monitor at all times during the televising and record the data. 2. Note locations, length and depth of any sag in the pipe (indicate any depths greater than 1/2 inch). 3. Note locations, length and depth of any areas of dirt or debris in the pipe (indicate any depths greater than 1/2 inch). 4. Record distance from center of manhole to center of manhole. 5. Note each change in pipe material, including station. 6. Note each wye or service tap location with station and orientation (Example:wye right, 3 o'clock). 7. Note direction of flow using cardinal / ordinal directions. 8. The complete report and DVD shall be submitted to the Owner/Engineer within 14 days after the completion of the televised segments. 9. Include color photos/images of defects in the written report. E. Review 1. All television reports and DVDs will be reviewed after the submittal is received. I SANITARY SEWER TELEVISING,CLEANING AND INSPECTION ©2014 Stantec 1 193801994 33 08 31 -2 I I 3.03 SANITARY SEWER CLEANING A. Cleaning Equipment 1. Hydraulically propelled equipment. a. Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapse at any time during the cleaning operations to protect against flooding of the sewer. b. The movable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. c. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. 2. High-Velocity Jet (Hydro cleaning) Equipment. a. All high-velocity sewer cleaning equipment shall be constructed for ease and safety of operation. b. The equipment shall have a selection of two or more high-velocity nozzles. c. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. 1 d. Equipment shall include a high-velocity gun for washing and scouring manhole walls and floor. e. The gun shall be capable of producing flows from a fin spray to a solid stream. f. The equipment shall carry its own water tank, auxiliary engines, pumps and hydraulically driven hose reel. 3. Mechanically Powered Equipment. a. Bucket machines shall be in pairs with sufficient power to perform the work in an efficient manner. b. Machines shall be belt operated or have an overload device. c. Machines with direct drive that could cause damage to the pipe are not permitted. d. A power rodding machine shall be either a sectional or continuous rod type capable of holding a minimum of 750 feet of rod. e. The rod shall be specifically heat treated steel. f. The machine shall be fully enclosed and have an automatic safety clutch or relief valve. B. Cleaning Precautions 1. During sewer cleaning operations, satisfactory precautions shall be taken in the use of cleaning equipment. 1 2. When hydraulically propelled cleaning tools or tools which retard the flow in the sewer lines are used, precautions shall be taken to insure that the water pressure created does not damage or cause flooding of public or private property being served by the sewer.The Contractor will be fully responsible for any property damage caused by the cleaning operations. 3. When possible, the flow of sewage shall be utilized to provide the necessary pressure for hydraulic cleaning devised. 4. When additional water from fire hydrants is necessary to avoid a delay in normal work procedures, the water shall be conserved and not used unnecessarily. Contact New Hope Public works to obtain meter. No charge will be associated for water use. 1 5. No fire hydrant shall be obstructed in cast of a fire in the area served by the hydrant. C. Sewer Cleaning 1 1. The cleaning of the sewer lines shall begin upstream and work downstream. SANITARY SEWER TELEVISING,CLEANING AND INSPECTION 0 2014 Stantec 1 193801994 33 08 31 -3 f - I 2. The sewer manholes sections shall be cleaned using hydraulically propped, high- I velocity jet or mechanically powered equipment. Selection of the equipment shall be based on the conditions of lines at the time the work commences. 3. The equipment shall be capable of removing dirt, grease, rocks, sand and other materials and obstructions from the sewer lines and manholes. 4. If cleaning of an entire section can not be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning shall be attempted again. 5. If successful cleaning from both manholes can not be completed, the Contractor shall contact the Engineer. I D. Root Removal 1. Roots shall be removed completely where root intrusion is a problem. 2. Any roots which could prevent the seating of the packer or could prevent the proper application of chemical sealants should be removed. 3. Procedures may include the use of mechanical equipment such as rodding machines, bucket machines, and winches using root cutters and porcupines and equipment such as high-velocity jet cleaners. E. Chemical Root Treatment 1. Chemical root treatment may be used at the option of the contractor to aid in the Y p removal of roots in manhole sections. 2. The application of the herbicide to the roots shall be done in accordance with the manufacturer's recommendation and specifications in a manor to preclude damage to the surrounding vegetation. 3. Any damage to the vegetation shall be repaired at the Contractors expense. 4. All safety precautions as recommended by the manufacturer shall be adhered to concerning handling and application of herbicide. F. Material Removal 1. All sludge, dirt, sand, rocks, grease and other solids or semisolid material resulting form cleaning operations shall be removed at the downstream manhole of the section being cleaned. 2. Passing material from manhole section to manhole section,which could cause line stoppages, accumulation of sand in wet wells, or damage to pumping equipment, shall not me permitted. G. Disposal of Material 1. All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the contractor. 2. All materials shall be removed form the site no less often than at the end of each workday. Under no circumstances will the contractor be allowed to accumulate debris on the site of work. 1 H. Final Acceptance 1. Acceptance of sewer line cleaning shall be made up on successful completion of the television inspection and shall be to the satisfaction of the Owner. 2. If TV inspection shows the cleaning to be unsatisfactory, the Contractor shall be required to re-clean and re-televise the sewer line until cleaning is shown to be satisfactory. I I SANITARY SEWER TELEVISING,CLEANING AND INSPECTION ©2014Stantec 1 193801994 33 08 31 -4 I I 3.04 SEWER FLOW CONTROL A. When sewer line depth of flow at the upstream manhole of the manhole section being worked in is above the maximum allowable for television inspection, the flow shall be reduced to the level shown below by operation of pump stations, plugging or blocking of the flow or by pumping and bypassing of the flow as specified. B. Depth of flow shall not exceed that shown below for the respective pipe sizes as measured in the manhole when performing television inspection. Maximum Depth of Flow for Televising 12 inch-24 inch Pipe 25 percent of pipe diameter 27 inch and up Pipe 30 percent of pipe diameter C. Plugging or Blocking 1. Perform bypass pumping as need to complete the work. 2. A sewer line plug shall be inserted into the line upstream of the section being worked. 3. The plug shall be designed so that all or any portion of the sewage can be released in accordance with the Engineer. 4. During TV inspection, flow shall be reduced within the limits specified above. 5. After the work has been completed, flow shall be restored to normal. rD. Pumping and Bypassing 1. When Pumping and bypassing is required the Contractor shall supply the pumps, conduits and other equipment to divert the flow of sewage around the manhole section in which work is being performed. 2. The bypass pump system shall be of sufficient capacity to handle existing flow at peak flow times. 3. The Contract shall be responsible for furnishing the necessary labor and supervision to set up and operate the pumping and bypass pumping system. If pumping is required on a 24-hour basis, engines shall be equipped in a manor to keep noise to a minimum. E. Flow Control Precautions 1. When flow in a sewer line is plugged, blocked or bypasses, sufficient precautions must be taken to protect the sewer lines from damage that might result from surcharging. 2. Precautions must be taken to insure that sewer flow control operations do not cause flooding or damage to public or private property be served by the sewers involved. END OF SECTION I I SANITARY SEWER TELEVISING,CLEANING AND INSPECTION ©2014 Stantec 1 193801994 33 08 31 -5 I rSECTION 33 10 00 IWATER UTILITIES PART 1 GENERAL I1.01 SUMMARY I A. Section Includes 1. Water main pipe, hydrants,valves, fittings, and miscellaneous appurtenances. I B. Related Sections 1. Section 01 50 00-Temporary Facilities and Controls. 2. Section 31 23 00- Excavation and Fill. 1 3. Section 33 05 05-Trenching and Backfilling. 4. Section 33 05 17- Adjust Miscellaneous Structures. 5. Section 33 12 12-Water Services. I1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. Bid Items have been provided for Water Main. Measurement and payment will be based upon the units listed below: a. Connect to Existing Water Main: Measurement shall be based on each connection I made, payment at the Bid Unit Price shall include all items required to complete the Work. b. Water Main Pipe: Measurement will be based upon units of lineal feet for each size and type of pipe installed, as measured along the axis of pipe,without regard to 1 intervening valves or fittings. 1) One tracer wired shall be installed with ductile iron pipe water main. Installation of the tracer wire and connection to hydrants shall be considered incidental to I this bid item. 2) Magnetized Tracer Boxes installed at hydrant locations for tracer wire are considered incidental to this bid item. I 3) Water main over depth shall not be measured and is considered incidental. 4) Poly encasement is considered incidental to this bid item. 5) Payment at the Bid Unit Price shall include furnishing and installing pipe complete in place as specified. c. Valve and Box: Measurement will be based on Valve and Box installed. Payment at ■ the Bid Unit Price shall include furnishing and installing the Valve and Box complete in place as specified. I d. Water Main Offset: Measurement shall be based on each offset made. Payment shall include all pipe, fittings, restraints, and materials to complete the offset. e. Hydrant: Measurement will be based on units of each Hydrant installed. Payment I at the Bid Unit Price shall include furnishing and installing the Hydrant complete in place as specified. f. Adjust Hydrant: Measurement will be per each hydrant adjusted by use of a hydrant barrel extension. I g. DIP Fittings: Measurement shall be based on the AWWA C153 fitting body weight installed. Payment at the Bid Unit Price shall include DIP Fitting, poly encasement, coatings, and hardware. I WATER UTILITIES ©2014 Stantec 1 193801994 33 1000- 1 I h. Insulation -4" Thick: Measurement will be based on square yards of Insulation at the specified thickness. Payment shall be made at the Bid Unit Price and will include furnishing and installation of the Insulation. i. Abandon Hydrant: Measurement will be per each hydrant abandoned, including removal of the hydrant head and barrel to a minimum of 3 feet below the existing ground. Includes filling the barrel section with sand and capping. j. Joint Restraint: No Bid Item has been provided. Joint restraint shall be considered I incidental to water main installation with no direct payment made. k. Temporary Water Service: No measurement shall be made. Payment shall be by lump sum. Payment shall include the water main pipe, fittings, service lines, staging, ramping, removal, and any other work involved with providing Temporary Water Service. 1) Omaha Avenue North requires temporary water main to be installed from Olene Avenue North as shown on the Drawings. 2) All Temporary Water Service shall be provided per Section 01 50 00 and as shown on the Drawings. 2. No Bid Items have been provided for steel rodding. Steel rodding shall be considered incidental to water main installation with no direct payment made. 3. No Bid Items have been provided for testing.Testing shall be considered incidental to water main installation with no direct payment made. 4. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES I A. American Water Works Association (AWWA) 1. C104- Cement-Mortar Lining for Ductile-Iron Pipe and Fittings. 2. C105- Polyethylene Encasement for Ductile-Iron Pipe Systems. 3. C111 - Rubber-Gasket Joints for Ductile Iron Pressure Pipe and Fittings. 4. C116- Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings. 5. C150- Ductile-Iron Pipe, Centrifugally Cast. 6. C151 -Standard for Ductile-Iron Pipe, Centrifugally Cast. 7. C153-Standard for Ductile-Iron Compact Fittings. 8. C502-Dry-Barrel Fire Hydrant. 9. C515- Reduced-Wall, Resilient-Seated Gate Valves for Water Supply Service. 10. C550- Protective Interior Coatings for Valves and Hydrants. 11. C600- Installation of Ductile-Iron Water Main and Their Appurtenances. 12. C651 - Disinfecting Water Mains. B. American Society of Testing and Materials (ASTM) 1. A48- Gray Iron Castings. 2. A126- Gray Iron Castings for Valves, Flanges, and Pipe Fittings. 3. A307- Carbon Steel Bolts and Studs, 60,000-PSI Tensile Strength. 4. A536-Standard Specification for Ductile Iron Castings. 5. A674-Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. 6. C578-Specification for Rigid, Cellular Polystyrene Thermal Insulation. 1.04 SUBMITTALS I A. Submit Product Data for the following items consistent with Section 01 33 00: I WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-2 I 1 1. Pipe, fittings, valves, and hydrants. 2. Joint restraint and corrosion resistant coatings. 1.05 SEQUENCING AND SCHEDULING A. Notify the Owner a minimum of 72 hours prior to performing Work. At this time, the 1 Contractor is responsible to notify the City Fire Department of the intended shutdown. B. Owner requires a minimum 72-hour notice for all residential utility interruptions. No residential utility interruptions shall begin prior to 9 a.m. and maximum service interruption shall be 8 hours. C. Owner requires a minimum notice of 10 calendar days for utility interruptions to businesses, commercial properties, or for interruptions that will affect more than 10 properties. It may be required that these utility interruptions occur at night. 1 D. Notify all customers connected to water system to be shut down 72 hours in advance of shut down. E. The Owner must open and close the existing valves for this part of the operation. F. Successfully complete required test and inspections before restoration of surface. PART 2 PRODUCTS 2.01 DUCTILE IRON PIPE AND FITTINGS (DIP) IA. General Requirement: AWWA C151/A21.51. 1 B. Cement-mortar lining conforming to AWWA C104/A21.4. C. Special Thickness Class 52 for diameters less than 20 inches. ID. Fittings: AWWA C153/A21.53, Ductile Iron, 250-psi working pressure, AWWA Cl 11/A21.11 latest revision, mechanical joint or push-on: 1. All fitting shall be fusion bonded epoxy coated per ANSI/AWWA Cl 16/A21. 2.02 BOLT ASSEMBLIES I A. Tee-Head Bolts 1. General: Conform to ANSI/AWWA C111/A21.11. 2. Fluorocarbon Resin Coating: FluoroKote No. 1® (by Metal Coating Corp.); NSS Industries Cor-Blue bolt coating, or approved equal. 3. No other bolts are approved for use with mechanical joint restraints. B. Stainless Steel Bolts is III 1. General: Conform to requirements of ASTM F593 and ASTM F594, Alloy Group 1, 2, or 3. 2. Approved for use only on exterior bolts for hydrants and gate valves. 2.03 HYDRANT A. General Requirements: AWWA Standard C502. I WATER UTILITIES II ©2014 Stantec 1 193801994 33 10 00-3 I B. Specified Hydrant: WB-67-250, or approved equal. , C. Approved Manufacturer: Waterous Pacer, or approved equal. D. Two 2-1/2 inch hose connections. E. One 5 inch Storz fitting on the steamer connection. I F. 1-1/2 inch pentagon operating nut. G. 5-inch valve opening. 1 H. 6-inch mechanical joint pipe connection. I. Break-off flange with breakable rod coupling. J. 8'-0" cover. I K. 16 inch high traffic section. L. 1-1/2 inch pentagon nozzle caps attached to hydrant with metal chains. I M. Stainless steel hardware: Conform to Part 2-Bolt Assemblies. N. Fiberglass Flag: Hydrafinder Hydrant Marker, or approved equal: 1. White fiberglass rod,with 4 red reflective bands without a bulb end. 2. 54 inches long,3/8 inch diameter. I O. Hydrants placed where the ground water table is less than 8 feet below the ground surface shall have the drain holes plugged and shall be equipped with a tag stating the need for pumping after use. P. Color: Painted "Federal Yellow" (Waterous Enamel No. V1814-Y Bright Yellow) at the place of manufacture. Q. After installation and testing is complete, the "field coat" of paint shall be applied with a brush. i 2.04 GATE VALVE AND BOX A. General Requirement: AWWA C515 or C509. B. Non-rising stem (NRS), opening by turning counter clockwise, 2 inches square operating nut. C. 0-ring seals. D. Mechanical joint ends conforming to AWWA C111/A21.11. E. Exterior Bolt Assemblies: Conform to Part 2- Bolt Assemblies. F. All internal and external surfaces of the valve body and bonnet shall have a fusion bonded epoxy coating complying with ANSI/AWWA C550 and Cl 16/A21.16. WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-4 IG. Wrap gate valves with polyethylene film according to Part 2- Pipe Encasement. H. Valve Boxes 1. 3-piece, cast iron, screw-type. 2. Adjustable for 7-1/2 foot depth of cover. 3. Valve and box considered as integral units. 4. 5-1/4 inch diameter shafts. 5. "Stay put" type drop covers, "WATER" on top with extended skirts. I. Valve box adaptor shall be required with valve box installation. 1. 'Y2 inch steel frame. 2. Powder coated or epoxy coated. I 3. 3/ inch bottom rubber gasket. 2.05 CONDUCTIVITY STRAP IA. As specified by the pipe manufacturer. 2.06 JOINT RESTRAINT A. Mechanical Joint Restraint: Not allowed on existing cast iron pipe 1. Ductile iron conforming to ASTM A536. 2. Working Pressure: Minimum 250 psi. 3. EBAA Iron, Inc. Megalug, Star Pipe Stargrip, or approved equal. 4. Casting body and wedge assemblies coating a. Fusion bonded epoxy per ANSI/AWWA Cl 16/A2. I b. Xylan fluoropolymer coating such as MEGA-BONDTM by EBAA Iron, Star-Bond by Star Pipe, or approved equal. B. Tie Rods: 3/4 inch diameter rods stainless steel or fusion bonded epoxy coated. 2.07 PIPE ENCASEMENT iA. Material: Polyethylene film conforming to AWWA C105/A21.5 and ASTM A674, tube form. B. Color: Black. C. Film Marking Requirements: Conform to AWWA C105/A21.5 and ASTM A674, including AWWA/ASTM standard, corrosion protection warning and applicable range of nominal pipe diameter size(s) every 2 feet along its length. D. Thickness: Minimum 8 MIL. E. Tape: Black, 2" width, 10 MIL,with non-corrosive pressure sensitive adhesive. p p 2.08 INSULATION A. Polystyrene Insulation: Extruded type conforming to ASTM C578,Type VI, VII, or V. 2.09 CORPORATION STOP A. Conform to the requirements of Section 33 12 12. I WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-5 I 2.10 COPPER SERVICE PIPE A. Conform to the requirements of Section 33 12 12. 2.11 BEDDING A. Class C-1 in conformance with Section 33 05 05. 1 2.12 TRACER WIRE A. Conform to the applicable requirements of NEMA, WC3, WC5, and WC7. I B. Shall be Underwriters Laboratories ( UL) listed for use in direct burial appllications (e.g.USE, UF, or tracer wire). C. Conductor: Minimum No. 10 AWG Solid Core Copper Tracer Wire rated to 30 volts. D. Outside Identification: Volts (or V), AWG size, UL and designation (ex. "tracer wire"). E. Magnetized Tracer Boxes: Snake Pit Magnetized Tracer Box,www. Copperheadwire.com, or approval equal. 1. Concrete/Driveway Box PART 3 EXECUTION I 3.01 PREPARATION A. Conform to the requirements of Section 33 05 05. 1 B. Pipe and all materials shall be kept clean and protected. I 3.02 INSTALLATION OF PIPE A. Install pipe and fittings in accordance with the manufacturer's instructions and with the details shown on the Drawings. B. Permanently support, remove, relocate, or reconstruct existing utility pipes, cables, structures, or other appurtenances when they obstruct the line, grade, or location of the pipe or appurtenance. C. Remove foreign matter or dirt from the inside and outside of pipe. t D. All jointing of mechanical joint pipe and push-on joint pipe in accordance to AWWA C600. E. Outside of the spigot and the inside of the bell,wire brush,wipe clean and dry. Keep pipe ends clean until joints are made. F. Lay and maintain pipe and appurtenances to the alignment, grade, and location shown on the Drawings. No deviation from the Drawing alignment, grade, or location is allowed, unless approved by the Engineer. No pipe shall be laid in water or when the trench conditions are unsuitable for such Work. 1 WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-6 1 IG. Provide conductivity throughout the water system by use of approved conductivity strap or conductive gasket, and tracer wire. IH. Precautions are to be taken to prevent debris or groundwater from entering the pipe being laid. I I. Installing Fittings 1. General Requirements: AWWA C600. 2. Set and jointing to existing pipe and fittings as specified for cleaning, laying, and I joining pipe. 3. Spray exterior ductile iron nuts, bolts, and joint restraint bolts using a bituminous coal tar as supplied by the manufacturer. 4. Place thrust blocks according to city standard details. J. Wrap all ductile iron pipe, valves, and fittings with pipe encasement. 1. Only use tape approved for use with pipe encasement. I 2. Pipe encasement shall be cut and wrapped around all fittings and valves to fully cover all surfaces. 3. Pipe encasement shall be placed when pipe is clean, prior to lowering pipe into I trench. 4. Tape shall be required as needed to secure the pipe encasement. 5. Additional taping or a double layer of pipe encasement shall be required to repair any Iholes in the pipe encasement. K. Backfilling: Conform to Section 33 05 05. I3.03 INSTALLATION OF HYDRANT A. Location determined by Engineer. A grade stake and location stake will be provided by Ithe Engineer before the hydrant may be set. B. Set on 8-inch concrete block, or approved equal concrete base. IC. Brace according to Drawings. D. After each hydrant has been set, place around the base of the hydrant not less than 1 I cubic yard of Class A round washed rock with a minimum diameter of 3/4 inch. Carefully place 2 layers of polyethylene, minimum 4 mm thickness each, over the rock to prevent backfill material from entering voids in the drain rock. 1 t E. Wrap the hydrant assembly with pipe encasement to the bottom of the break off flange. F. Maintain hydrants in a plumb position during the backfilling operation. G. Attach a fiberglass marker to the hydrant using an existing flange bolt located at the back of the hydrant. H. Repair all scuffed or scratched surfaces with a field coat of paint supplied by manufacturer. I i I WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-7 I I 3.04 INSTALLATION OF VALVE A. Set and joint valves to new pipe in the manner as specified for cleaning, laying, and 1 jointing pipe. Location to be determined by the Engineer. B. Valves and boxes shall be supported on an 8-inch concrete block as shown on the Drawings. C. Maintain valve box centered and plumb over the operating nut of the valve. D. Set top of valve box flush with the existing surface to provide 12 inches of upward adjustment. E. Wrap gate valves with pipe encasement. 3.05 ANCHORAGE I A. Brace hydrants securely against undisturbed soil using precast concrete block. Use mechanical joint restraints or rod all joints from main line tee to hydrant gate valve, then from gate valve to hydrant. B. Restrain all bends and fittings with mechanical joint restraints and poured in place thrust blocking. C. Where lines terminate with plugs, restrain the plug and next 2 joints with mechanical joint restraints or tie rods in conjunction with the blocking, as directed by the Engineer.The number of rods required is as follows: PIPE SIZE NO. OF 3/4 INCH RODS I 6 INCHES 2 1 8 INCHES 2 1 12 INCHES 4 I 3.06 INSULATION A. Review insulation installation with Engineer I 1. Place insulation between water pipe and sanitary pipe when water main or service is within) foot above or below the sanitary pipe. 2. Place insulation between storm sewer pipe and water main or water service when pipes are separated by less than 2 feet. 3. Place insulation over water pipe where tie-ins or other conditions limit bury depth to less than specified. I I WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-8 I 3.07 TEMPORARY WATER SERVICE A. Conform to Section 01 50 00. 3.08 PIPE CONFLICTS A. Shall apply to any crossings under existing pipe and any pipe conflicts where a minimum clear separation of 1 foot is not possible. B. All offset piping shall be DIP. C. Mechanical joint restraints shall not be allowed on cast iron pipe. 3.09 PROTECTION A. Existing valves and hydrants shall be operated by the Owner, unless under emergency situations. B. Securely plug all water main openings promptly before suspension of Work at any time to prevent earth or other substances from entering the water main. C. Mark valve boxes and structures susceptible to being hit by construction or vehicular traffic. 3.10 FIELD QUALITY CONTROL A. Scope 1. Perform hydrostatic pressure, disinfection, and conductivity tests. 2. The Engineer will observe and verify all tests and visually inspect final Work for compliance. B. Hydrostatic Pressure Test 1. Minimum Test Pressure: 150 psi. 2. Test Duration: 2 hours. 3. Criteria: No drop in pressure allowed. 1 4. Testing Gauge: Liquid filled, 4-1/2 inches diameter, labeled in 1-psi increments,such as Ashcroft Model 1082, or approved equal. 5. Test all lines, including hydrant leads, and stubs prior to installation of services.Services require a visual inspection and must be approved by Engineer on site. 6. Immediately prior or following pressure test, Contractor shall prove to Engineer that valves are opened or closed accordingly. C. Disinfection 1. General Requirement: AWWA C651 - Disinfecting Water Mains (Tablet Method). 2. Place hypochlorite tablets in each section of pipe and all appurtenances. a. Attach tablets to top of pipe with a food grade adhesive, such as denture grip. b. The estimated number of tablets required per 20 foot length of pipe based on 3-1/4 grain available chlorine per tablet is as follows: Diameter No. of Tablets 1) 4lnches 1 2) 6 Inches 2 1 3) 8 Inches 3 WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00-9 I 4) 10 Inches 4 1 5) 12 inches 5 6) 16 Inches 9 7) 18 Inches 12 8) 20 Inches 14 9) 24 Inches 20 c. Contractor shall use a Project specific number of tablets to disinfect water main for 24 hours with at least 50 ppm available chlorine,with a residual of at least 10 ppm throughout the length of the main at the end of the 24-hour period. 3. Fill main with water at a velocity of less than 1 foot per second if tablet method is used. 4. Flushing by Owner and Contractor may begin after the chlorinated water has been allowed to disinfect the new pipe for 24 hours. Contractor shall schedule flushing with the Owner at least 24 hours in advance. 5. After final flushing and before new water main is connected to the distribution system, two consecutive sets of samples, taken at least 24 hours apart, shall be collected from the new main. 6. At least 1 set of bacteria test samples is required for every 1,200 feet of water main installed, plus one set from the end of the line and at lest one set from each main lateral branch. Bacteria test to be performed by the Owner and tested by the Owner. D. Continuity Test 1. Test to be completed on the tracer wire after installation of all Project utilities. 2. Fill all lines prior to the test. 3. Test all lines including hydrant leads,water services, and stubs. 4. Test: Physically locate all pipes with use of an electronic utility locating device such as a "Metrotech" a. Completing a low voltage circuit with the use of a suitable voltage source and meter to ensure continuity of the tracer wire will be allowed at the discretion of the Engineer. END OF SECTION 1 I 1 1 1 1 I t WATER UTILITIES ©2014 Stantec 1 193801994 33 10 00- 10 I ISECTION 33 12 12 WATER SERVICES PART 1 GENERAL I1.01 SUMMARY A. Section Includes 1. Construction of water service pipe, corporation stops, curb stops and boxes, and all appurtenances. IB. Related Sections 1. Section 33 05 05-Trenching and Backfilling. 2. Section 33 10 00- Water Utilities. I1.02 PRICE AND PAYMENT PROCEDURES I A. Measurement and Payment 1. Water Service Line: Measurement by linear foot of each size and type of pipe measured along the axis of the pipe, from centerline of the water main to termination I as shown on the Drawings with no regard to intervening fittings. Payment at the Bid Unit Price per foot shall include cost of all pipe, fittings, laying, excavation, backfilling, and testing a. Placement and compaction of the aggregate material around the corporation I stop and gooseneck is incidental to the service line. b. Supplying and installing wooden markers or fence post is incidental to the service line. I 2. Corporation Stop: By physical count of each type installed. 3. Curb Stop and Box: By physical count of each type installed. 4. Service Saddle: Incidental to the payment of the water service bid item and may only I be used to connect to the directional drilled PVC water main on Olene Avenue North. Service saddles are not allowed on the ductile iron pipe water main. 5. Material, placement, compaction, and removal of excess trench material to be I included in the Bid Unit Price for Water Service Line. 6. Connect to Existing Water Service: Measurement shall be based on each connection made, including the removal of existing plugs. Payment at the Bid Unit Price shall include all items required to complete the Work, including sleeves and reducers. I 7. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. I1.03 REFERENCES A. American Society of Testing and Materials (ASTM) I 1. B88- Class K Copper Water Service Pipe. 2. A674-Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. B. American Water Works Association (AWWA) 1. C105- American National Standard for Polyethylene Encasement for Ductile Iron Pipe Systems. I WATER SERVICES II ©2014 Stantec 1 193801994 33 12 12- 1 I 1.04 SUBMITTALS A. Submit the Product Data for the following items consistent with Section 01 33 00: 1. Pipe and fittings. 2. Corporation stop, curb stop, curb box, and stationary rod. 1.05 SEQUENCING AND SCHEDULING I A. Install sanitary sewer,water main, and all pipe deeper than the services prior to the installation of the services. 1 B. Perform testing of new water main prior to reconnecting existing services. C. Notify the Owner a minimum of 72 hours prior to performing Work. Engineer will coordinate 1 with the Contractor and residents the timing of service connections.The Contractor shall not complete any service connections without the resident or business being properly notified. I D. Maximum service disruption shall not exceed 8 hours. Contractor shall plan work as to minimize all service disruptions. E. Residential service connections shall be completed so that service disruption occurs somewhere between 9 am and 5 pm. F. Service connections to businesses may require that the disruption occurs between 10 pm to 6 am. Contractor shall contact businesses and work to perform the connection at a time that is least disruptive to the business. I PART 2 PRODUCTS 2.01 SERVICE PIPE 1 A. Copper Water Tube: 3/4 inch through 2 inches for buried service shall be seamless,Type K water tube conforming to ASTM B88. Service tubing larger than 1 inch shall be rigid Type K and joined using soldered joints 1. Fittings shall be designed for working pressures up to 150 psi. Fittings used in service lines shall be designed for connection to the service line by threads, brazing, compression, and/or flaring. B. Ductile Iron Pipe (DIP): Conform to Section 33 10 00. 1 2.02 CORPORATION STOP A. Approved Manufacturers: Mueller No. B-25000, Ford No. FB-600-4, FB-600-6, or 1 A.Y. McDonald No. 4701-B. B. Threaded on outlet for flared connection with copper service pipe. ' C. Threaded on inlet end with standard tapered corporation cock thread. I I WATER SERVICES ©2014 Stantec 1 193801994 33 12 12-2 I 2.03 CURB STOP A. Approved Manufacturers 1. Curb Stops- 1 Inch: Mueller No. B-25154, Ford No. B22-444M, or A.Y. McDonald No. 76104. ' 2. Curb Stops- 1-1/2 Inches: Mueller No. B-25154, Ford No. B22-666M, or A.Y. McDonald No. 76104. 3. Curb Stops-2 Inch: Mueller No. B-25154, Ford B22-777M, or A.Y. McDonald No. 76104 rB. Same size and connection type for inlet and outlet. C. Full opening through the valve body with no smaller restriction allowed. D. Minneapolis thread top compatible with curb box. 2.04 CURB BOX A. Approved Manufacturers: Mueller, Minneapolis Pattern H-10300, Ford Model EM2-75-46-66R or EM2-75-46-72R, or A.Y. McDonald Model 5614 or 5615. B. Adjustable in height from 78 inches to 90 inches. C. Stationary rods. D. 1-1/4 inch upper section. E. Mueller, Minneapolis pattern base. 2.05 REDUCERS A. Approved Manufacturers: Mueller H-15480N; Ford Model CO2-43, CO2-42, or CO2-41; A.Y. McDonald Model 74755. B. Threaded connection compatible with curb box. C. Copper flared connection matching existing service size. PART 3 EXECUTION 3.01 INSTALLATION A. Governing Code: Minnesota Plumbing Code and any local ordinances that may apply. B. Preparation: Conform to Section 33 05 05. C. New services shall be connected at the locations shown on the Drawings or if not shown as directed by the Engineer. Typical connection will be at the right-of-way line. D. Do not disturb private property without approval. WATER SERVICES ©2014 Stantec 1 193801994 33 12 12-3 1 1 E. Water Service Line 1. Parallel and upstream of the sewer service line in the same trench where feasible. 2. Terminate water service as shown on Drawings or as directed by the Engineer. 1 F. Corporation Stop 1. Tap into main only when water main is under pressure. 2. Use 2 layers of pipe tread sealant tape on corporations as a thread lubricant and sealant, or product approved by Owner. 3. Support corporation with 1/2 cubic yard of 3/4-inch stabilization rock. G. Curb Box 1. Install stationary rods. 2. Support on full size pre-cast segmental manhole block. 3. Place in a plumb, vertical position. 4. Install to elevation matching finished grade. H. Reconnect Existing Service 1. After testing, reconnect existing service to new service at the curb stop, utilizing straight coupling or appropriate reducing coupling with flared connection. 2. Remove existing curb stop and box and excess existing service pipe. 3. If service is 4-inches or larger, conform to Section 33 10 00 for pipe and valve installation. 4. Upon completing the service connection and prior to opening the curb stop, the temporary service shall be disconnected from the spigot and the spigot opened. 5. After opening the curb stop, the spigot shall be flushed in an appropriate location until air and/or chlorine is eliminated from the line. 6. If spigot is not available, coordinate flushing with Owner and Engineer. 7. Verify operation of curb stop and stationary rods prior to backfilling. I. All trenches shall be backfilled and compacted in accordance to Section 33 05 05. 1 3.02 FIELD QUALITY CONTROL A. Do not backfill trench until the service has been inspected and approved by the Engineer. B. Disinfection: All water services will be disinfected in conjunction with the water main, I conforming to Section 33 10 00. 3.03 PROTECTION 1 A. Mark Each Curb Box 1. Raise curb box to existing grade and mark with lath or stake so Engineer may tie out location. 2. Protect curb box throughout construction. END OF SECTION 1 1 1 WATER SERVICES 0 2014 Stantec 1 193801994 33 12 12-4 I ISECTION 33 31 00 1 SANITARY UTILITY SEWER PIPING PART 1 GENERAL 1 1.01 SUMMARY I A. Section Includes 1. Sanitary sewer gravity pipe, fittings, and miscellaneous appurtenances. I B. Related Sections 1. Section 02 41 13-Selective Site Demolition. 2. Section 33 05 05-Trenching and Backfilling. 3. Section 33 05 17 Adjust Miscellaneous Structures. I 4. Section 33 08 31 -Sanitary Sewer Televising, Cleaning and Inspection. 5. Section 33 31 14 Sanitary Sewer Services. 6. Section 33 39 00-Sanitary Utility Sewer Structures. 1 1.02 PRICE AND PAYMENT PROCEDURES I A. Measurement and Payment 1. Bid Items have been provided for Sanitary Sewer Pipe. Measurement will be based upon units of lineal feet for each size, type, and regardless of depth for furnishing and I installing pipe complete in place as specified, including excavation, backfilling, and compaction. Pipe will be measured from centerline to centerline of manholes or to the connection point of the existing pipe: a. PVC pipe bedding will be paid in accordance with Section 33 05 05. I b. Improved pipe foundation material, if necessary, shall be per Section 33 05 05. 2. A Bid Item has been provided for Connect to Existing Manhole. Measurement shall be on the basis of each and shall be considered to include all excavation, labor, I materials, and equipment necessary to make the required connection, including core drilling and reconstructing bench/invert. 3. A Bid Item has been provided for Connect to Existing Sanitary Sewer Pipe. I Measurement shall be on the basis of each and shall be considered to include all excavation, labor, materials, and equipment necessary to make the required connection. 4. Bid Items have been provided for Wyes. Measurement will be based on units of each I for each wye or tee branch of each diameter and classification furnished and installed complete in place. 5. All other Work and costs of this Section shall be incidental to the Project and included Iin the Total Base Bid. 1.03 REFERENCES IA. American Society of Testing and Materials (ASTM) 1. C578-Specification for Rigid, Cellular Polystyrene Thermal Insulation. 2. D 1784-Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated 1 Poly (Vinyl Chloride) (PVC) Compounds. 3. D3034-Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. I SANITARY UTILITY SEWER PIPING I ©2014 Stantec 1 193801994 33 31 00- 1 I 4. D3212-Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. 5. F477-Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. 6. F679-Specification for Poly (Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings. 7. F794-Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based On Controlled Inside Diameter. I B. American Water Works Association (AWWA) 1. C105- American National Standard for Polyethylene Encasement for Ductile-Iron Pipe Systems. 2. C111 - American National Standard for Rubber Gasket Joints for Ductile Iron Pressure Pipe and Fittings. 3. C116- American National Standard for Protective Fusion-Bonded Epoxy Coatings for the Interior and Exterior Surfaces of Ductile-Iron and Gray-Iron Fittings for Water Supply Service. 4. C151 - American National Standard for Ductile-Iron Pipe, Centrifugally Cast, for Water. 5. Cl 53- American National Standard for Ductile-Iron Compact Fittings for Water Service. 6. C900- Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 Inches Through 12 Inches, For Water Distribution. 1.04 SITE CONDITIONS A. Sanitary sewer lines are shown on the Drawings in a general way. Contractor should 1 anticipate minor variations in both horizontal and vertical directions in locating existing system. 1.05 SUBMITTALS A. Submit Product Data for the following items: 1. Pipe and fittings. 2. Transition couplings. 1.06 SEQUENCING AND SCHEDULING 1 A. Do not pursue Work causing shut off of utility services (gas,water, electric, telephone,TV, etc.) to consumers until the utility owner is contacted and all consumers are notified of the shut-off schedule. B. Verify vertical and horizontal location of sanitary sewers sufficiently in advance of installing new pipe to determine the extent of conflict, if any. C. Successfully complete required inspections and testing before restoration of surface. , PART 2 PRODUCTS 2.01 SOLID WALL PVC PIPE I A. PSM Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings (4 Inches Through 15 Inches Diameter). 1. General: Pipe and fittings shall be made of compounds conforming to ASTM D1784 in accordance with the material requirements of ASTM D3034. I SANITARY UTILITY SEWER PIPING ©2014 Stantec 1 193801994 33 31 00-2 1 2. Design: Integral bell gasketed joint and a minimum wall thickness conforming to SDR 26 as shown on the Drawings. 3. Joints: Elastomeric gasket joints providing a water-tight seal conforming to ASTM D3212 or ASTM F477. 4. Marking: Conform to ASTM D3034. 2.02 INSULATION A. Polystyrene Insulation: Extruded type conforming to ASTM C578, Type VI, VII, or V. 2.03 TRANSITION COUPLING A. Coupling consisting of an elastomeric sleeve with incorporating stainless steel tension bands, tightening mechanism, and stainless steel shear ring conforming to ASTM C1173, Type A. B. Couplings must be of the "shielded" or "non-shear" type. C. Separate bushings are not allowed without approval from the Engineer. PART 3 EXECUTION 3.01 PREPARATION A. Excavation and Preparation of Trench: Conform to Section 33 05 05. B. By-Pass Pumping: Contractor shall be responsible for all items required to maintain sewer flows during construction of the new sanitary sewer line. All Work and costs for this are considered incidental to the Project, unless otherwise specified. ' C. Erosion control and dewatering in conformance with Section 01 57 13. 3.02 PIPE INSTALLATION A. Trench Excavation and Backfill: Conform to Section 33 05 05. B. Install pipe to the alignment, grade, and location as shown on the Drawings and/or staked in the field. No deviation from the Drawings and/or staked alignment, grade, or location is allowed.Tolerances measured along pipe centerlines or invert as follows: 1. Horizontal: Within 0.50 feet of alignment shown. 2. Vertical: Zero plus and 0.08 feet minus elevation shown with no intermediate high points, level sections, or reverse invert slope. 3. Joint Deflection: No more than 75 percent of the maximum allowable, as recommended by manufacturers of pipe and joint material. C. Maintain reference line and grade with laser equipment or other equipment approved by the Engineer. Periodically check equipment for adjustment and accuracy. Correct deficiencies in equipment, reference line, and reference grade. Take precautions to prevent deflections in reference line and grade. ' D. Non-Conforming Pipe Installation: Remove and reinstall. E. Inspect pipe for defects and cracks while suspended immediately prior to installation. SANITARY UTILITY SEWER PIPING ©2014 Stantec 1 193801994 33 31 00-3 I F. Install pipe from lower to higher invert elevation with uniform and smooth invert line. 1 G. Install pipe length spigot ends pointing in the direction of flow. H. No pipe is to be laid in water or when trench conditions are unsuitable for such Work. I. Jointing 1. Clean, lubricate, and complete jointing in conformance with recommendations of manufacturers of pipe and joint material. 2. All joints must be watertight. 3. Hand fill and compact all bell depressions with granular bedding materials to prevent joints from sagging or movement. J. Cleaning and Protection 1. Remove all dirt and debris from the interior of each pipe length as the Work progresses. 2. Protect the exposed end of the pipe with temporary covers or plugs. 3. Watertight plugs will be required at the end of each day. Contractor shall prevent 1 inflow and infiltration throughout the construction process. 4. Protect in place pipe from damage and dislocation. K. Flexible Pipe Installation: Conform to ASTM D2321. L. Sanitary Sewer Service Connections 1. Wye a. Wye to be at 45-degree angle from horizontal. Minor deviations may be required to match elevation of the existing service pipe. b. All existing wye sections included in pipe removal and replacement areas shall be replaced. No reinstallation will be allowed. 2. Risers: Conform to Section 33 31 14 and city standard details. M. Installation of Insulation 1. Insulation over pipe in locations as shown on the Drawings. 2. Insulation is to be placed wherever sanitary sewer line comes within 3 feet of any storm structure or line, or within 5 feet of the ground surface. 3.03 CONNECT TO EXISTING SYSTEM A. Connect to Existing Manhole 1. Connect to existing structure at location shown on the Drawings. 2. If rubber boot exists at manhole opening, connect new pipe to the boot and secure. 3. If manhole opening does not contain rubber boot or the existing boot is damaged, core drill opening in the structure, and install a rubber boot in manhole opening prior to connection of pipe. 4. Make repairs to the structure required due to the Work performed, including installation of doghouse. 5. If necessary, the invert shall be reconstructed to accommodate new flow location. Reconstruction of invert will also be necessary if pipe sizes increase. B. Connect to Existing VCP 1. Expose existing sanitary sewer main. 2. Saw cut existing main to provide a straight joint at connection. 3. Visually inspection existing main for damage prior to connection. Notify Engineer of any observed damage. SANITARY UTILITY SEWER PIPING ©2014 Stantec 1 193801994 33 31 00-4 4. Connect new pipe to existing pipe with a transition coupling: a. Place 1-inch clean rock around the connection to prevent joint offsetting a ' minimum of 12 inches on all sides of the pipe. b. Concrete collars will not be allowed. 3.04 MANHOLE INSTALLATION A. Conform to the requirements of Section 33 39 00. 3.05 FIELD QUALITY CONTROL A. Testing in conformance with requirements of Section 33 08 30. B. Re-test after corrective measures are completed. C. Cleanup I1. Cleaning Pipe and Structures. a. If newly installed mains and structures are kept clean during construction, cleaning will not be required. b. If newly installed mains and/or structures become dirty due to negligence of the Contractor, cleaning will be performed at the sole expense of the Contractor. 2. The bailing or flushing method of cleaning pipe is acceptable only if adequate ' provisions, acceptable to the Engineer, for keeping dirt and debris out of the existing sewer system. Jetting may be required. 3. Complete prior to final inspection for acceptance. END OF SECTION I I 1 1 I SANITARY UTILITY SEWER PIPING ©2014 Stantec 1 193801994 33 31 00-5 I SECTION 33 31 14 SANITARY SEWER SERVICES ' PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Sanitary sewer service pipe replacement and all appurtenances. B. Related Sections 1. Section 33 05 05-Trenching and Backfilling. 2. Section 33 08 31 -Sanitary Sewer Televising, Cleaning and Inspection. 3. Section 33 31 00-Sanitary Utility Sewer Piping. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for 4" PVC Sanitary Sewer Service Pipe. Measurement will be by linear foot for each size and type of pipe installed as measured along the axis of the pipe with no regard to intervening fittings. Payment at the Bid Unit Price shall be compensation in full for all Work and costs, including excavation, pipe, bedding, backfill, and trench compaction. ' 2. No Bid Items have been included for service plugs or marking service ends. Payment for these items shall be included in the lineal foot price for Service Pipe. 3. A Bid Item has been provided for Connect to Existing Sewer Service. Measurement will be based on each connection made, regardless of size. Payment at the Bid Unit Price shall include all items required to complete the Work. 4. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Society of Testing Materials (ASTM) 1. C l 173-Specifications for Flexible Transition Couplings for Underground Piping Systems. 2. D1784-Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (PVC) Compounds. 3. Dl 785-Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. 4. D2564-Specification for Solvent Cements for Poly (Vinyl Chloride) (PVC) Plastic Piping Systems. 5. D2665-Specification for Poly (Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent (DWV) Pipe and Fittings. ' 6. D2672-Specification for Joints for IPS PVC Pipe Using Solvent Cement. 7. D2855-Standard Practice for Making Solvent-Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. 8. D3034-Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. 9. D3212-Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. 10. F477-Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. I SANITARY SEWER SERVICES ©2014 Stantec 1 193801994 33 31 14- 1 I 1.04 SYSTEM DESCRIPTION A. This Work shall consist of the construction of sanitary sewer services in accordance with the requirements of the Contract. B. It is the intent of these Specifications to require the same quality of Work be received on the house services in the way of grade and alignment, and shall be required on the main lines and laterals. 1.05 SUBMITTALS t A. Submit the following items consistent with Section 01 33 00: 1. Product data for the following items: a. Pipe and fittings. b. Transition couplings. c. Tracer wire and tracer boxes. B. Service Risers: Location of riser, including distance along sewer main from downstream manhole and offset distance from sewer main centerline. C. Services: Location of wye from downstream manhole, length of service lines, and depth. I 1.06 SITE CONDITIONS A. All Work must be confined to within the limits of construction easements or public right-of- way. B. Verify sanitary sewer service locations prior to the start of any construction. 1.07 SEQUENCING AND SCHEDULING I A. Install sanitary sewer,water main, and all pipe deeper than the services prior to the installation of the services. PART 2 PRODUCTS 2.01 MANUFACTURED UNITS I A. Poly (Vinyl Chloride) (PVC) Schedule 40 Plastic Pipe and Fittings 1. General: Pipe and fittings shall be made of compounds conforming to ASTM D1784 in accordance with the material requirements of D1785 and ASTM D2665PVC DWV fittings shall conform to ASTM D2665. Belled end pipe shall have tapered sockets conforming to ASTM D2672. 2. Design: Integral belled pipe with a minimum wall thickness conforming to Schedule 40. 3. Solvent Cement Joints:The solvent cement used to join pipe and fittings shall meet the requirements of ASTM D2564. 2.02 BEDDING MATERIAL A. See Section 33 05 05 and City's Standard Details. I SANITARY SEWER SERVICES ©2014 Stantec 1 193801994 33 31 14-2 I I 2.03 TRANSITION COUPLING IA. Coupling consisting of an elastomeric sleeve with incorporating stainless steel tension bands, tightening mechanism, and less than 0.01 inch thick shear ring conforming to ASTM C1173,Type A. ' B. Couplings must be of the "shielded" or"non-shear" type. IC. Separate bushings are not allowed without approval from the Engineer. PART 3 EXECUTION 1 3.01 INSTALLATION Governing Code: Minnesota Plumbing Code and any local ordinances which may apply. IA. B. Risers: Support attachment to sewer main wye as shown on Drawings. 1 C. Minimum 1/4 inch per foot (2 percent) grade, unless otherwise directed by the Engineer. D. Installation:Similar to main line sanitary sewer pipe installation, conforming to the Irequirements of Section 33 31 00. E. The installation of solvent cemented joints shall be in accordance with ASTM D2855. IF. Reconnect service at the property line or as shown on Drawings. G. Reconnect Existing Service I 1. Saw cut existing sewer service at connection point and remove existing pipe. 2. Engineer must inspect the service pipe condition prior to connection. 3. During service reconnections, the Contractor should anticipate variations in size of 1 existing pipe. If a pipe size is encountered that a line item is not present for, the Contractor shall be compensated only for additional material costs associated with the pipe size increase. Likewise, if the pipe size is smaller than anticipated, the Owner pp pp p I shall receive a credit for the material costs associated with the downsize in pipe. 4. Connect new pipe to existing pipe with a transition coupling approved by the Engineer. a. Place 1-inch clear rock around the connection to prevent joint offsetting a I minimum of 12 inches on all sides of the pipe. b. Concrete collars will not be allowed. 1 3.02 FIELD QUALITY CONTROL A. Do not backfill trench until the service has been inspected and approved by the Engineer. IEND OF SECTION I I SANITARY SEWER SERVICES I ©2014 Stantec 1 193801994 33 31 14-3 I ISECTION 33 39 00 ISANITARY UTILITY SEWER STRUCTURES PART 1 GENERAL I 1.01 SUMMARY I A. Section Includes 1. Sanitary sewer manholes and miscellaneous appurtenances. I B. Related Sections 1. Section 02 41 13-Selective Site Demolition. 2. Section 33 05 05-Trenching and Backfilling. I 3. Section 33 05 17- Adjust Miscellaneous Structures. 4. Section 33 31 00-Sanitary Utility Sewer Piping. 5. Section 33 31 14-Sanitary Sewer Services. ' 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I 1. Refer to Section 33 31 00 for gravity sewer pipe pay items. 2. Bid Items have been provided for Sanitary Sewer Manholes. Measurement will be based on the diameter of the manhole up to a depth of 8 feet above lowest invert I elevation. Payment will include the manhole, manhole frame and casting, and adjusting rings in place as specified on the Drawings. 3. A Bid Item has been provided for Sanitary Manhole Overdepth. Measurement will be based upon lineal feet for depths greater than 8 feet above the lowest invert for each I diameter. Measurement shall be on the basis of lineal feet and shall be considered to include all excavation, labor, materials, and equipment necessary to build the manhole at depths over 8 feet. ' 4. A Bid Item has been provided for 4' Diameter Sanitary Sewer Manhole With Outside Drop. Measurement will be by each. Payment will include the manhole, outside drop, manhole frame and casting, and adjusting rings in place as specified on the Drawings. I 5. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. .03 REFERENCES Ii A. American Society of Testing and Materials (ASTM) 1. A615-Specification for Deformed and Plain Billet-Steel Bars for Concrete I Reinforcement. 2. C139 -Specification for Concrete Masonry Units for Construction of Catch Basins and Manholes. 3. C150-Specification for Portland Cement. 4. C443-Specification for Joints for concrete Pipe and Manholes, Using Rubber Gaskets. 5. C478-Specification for Precast Reinforced Concrete Manhole Sections. 6. C 923-Specification for Resilient connectors Between Reinforced Concrete Manhole IStructures, Pipes and Laterals. I SANITARY UTILITY SEWER STRUCTURES ©2014 Stantec 1 193801994 33 39 00- 1 1.04 SITE CONDITIONS A. Manhole locations are shown on the Drawings in a general way. Contractor should , anticipate minor variations in both horizontal and vertical directions in locating existing system. 1.05 SUBMITTALS A. Submit Product Data for the following items consistent with Section 01 33 00: 1. Gaskets. 2. Joint sealants. 3. Manufacturers recommended installation procedures for jointing. B. Submit shop drawings for the following items consistent with Section 01 33 00: 1. Manholes, including reinforcing,joints, pipe connections, and castings. 2. Shop drawings shall indicate complete information for fabrication and installation of units. Include the following: a. Plans and elevations locating and defining all material furnished by manufacturers. b. Sections and details showing connections, cast-in items, field installed lifting devices, capacities, all openings, and their relation to the structure. C. Submit Manufacturer's Certificate of Compliance for the following items consistent with Section 01 33 00: 1. Castings. 2. Precast maintenance hole sections and steps. D. Manhole/Catch Basin Elevation Report 1. The Contractor shall complete the report attached to the end of this Section for each structure as it is constructed.The completed report shall be submitted each week to the Engineer or the Engineer's designated representative at some mutually agreeable time. 1.06 QUALITY ASSURANCE 1 A. The quality of all materials, the process of manufacture, and the finished sections shall be subject to inspection and approval by the Engineer or other representative of the Owner. Such inspection may be made at the place of manufacture or on the Work after delivery, or at both places and the materials shall be subject to rejection at any time on account of failure to meet any of the requirements specified herein. Material rejected after delivery to the Site shall be marked for identification and shall be removed from the Site at once. All materials which have been damaged after delivery will be rejected and if already installed shall be removed and replaced entirely at the Contractor's expense. B. At the time of inspection, the materials will be carefully examined for compliance with the appropriate ASTM Standard and this Section and with the approved manufacturer's drawings. All precast manhole sections shall be inspected for general appearance, dimension, "scratch-strength,"blisters, cracks, roughness, soundness, etc.The surface shall be dense and close-textured. C. Imperfections in precast manhole sections may be repaired, subject to the approval of the Engineer, after demonstration by the manufacturer that strong and permanent repairs result. Repairs shall be carefully inspected before final approval. Cement mortar used for SANITARY UTILITY SEWER STRUCTURES ©2014 Stantec 1 193801994 33 39 00-2 I Irepairs shall have a minimum compressive strength of 4,000 psi at 7 days and 5,000 psi at 28 days when tested in 3 inch by 6 inch cylinders stored in the standard manner. Epoxy Imortar may be utilized for repairs subject to the approval of the Engineer. D. Manhole Design 1. It is the Contractor's responsibility to have the manhole sections and top and bottom I slabs designed and the detailed drawings prepared by a Professional Engineer, experienced in precast concrete manhole design, who is registered in the Project's State. I 2. The design of the manhole shall conform to a minimum factor of safety equal to 1.5 for buoyancy and flotation. The hydrostatic loading (water table elevations) shall be determined from the soil borings, unless noted otherwise on the Drawings. I 3. The design of the manhole base slab, perimeter walls, and top slab shall be designed for shear strength, flexural strength, and other applicable strengths due to hydrostatic loading.The hydrostatic loading (water table elevations) shall be determined from the Isoil borings, unless noted otherwise on the Drawings. PART 2 PRODUCTS 2.01 COMPONENTS A. Manholes 1. Precast concrete sections conforming to ASTM C478 and this Section. No lift holes permitted a. All sections shall be cured by an approved method and shall not be shipped nor I subjected to loading until the concrete compressive strength has attained 3,000 psi and not before 5 days after fabrication and/or repair,whichever is longer. b. The date of manufacture and the name and trademark of the manufacture shall be clearly marked on the inside of each precast section. I 2. Joints: Rubber gasketed joint forming a water tight seal conforming to ASTM C443. 3. Water Tight Pipe Connections a. Conform to ASTM C923 for connections between maintenance hole structures and I pipes 1) Positive Mechanical Seal a) Required for 24 inches diameter and smaller pipe. I b) Kor-N-Seal , PSX, or equal. 2) Integrally Cast Gasket a) Greater than 24 inches diameter pipe. I b) A-Lok X-Cel, or equal. b. As shown on the Drawings. B. Steps: Reinforced polypropylene plastic steps with No. 2 deformed grade steel rod. IC. Structure Bases 1. Pre-cast integral with bottom section with pre-cast inverts installed. I 2. Outside Drop: Manhole bottom section to be pre-cast as monolithic base containing lower DIP elbow for drop, as shown on the Drawings. DIP shall conform to Section 33 31 00. ID. Castings:See Section 33 05 17. I SANITARY UTILITY SEWER STRUCTURES 1 ©2014Stantec 1 193801994 333900-3 1 2.02 ACCESSORIES A. Joint Sealers 1 1. Sealer between upper precast section and casting frame and between all precast sections a. Thickness: 1 inch wide by 3/8 inch thick (minimum). b. High quality, non-hardening, butyl rubber, 98-percent solids that will not harden, shrink or oxidize. c. Ram-nek, or approved equal. B. Mortar 1. Grout a. Cement and fine aggregate as specified for concrete. b. Mix Proportion: 1-part Portland cement, 2-parts sand, by weight. c. Water/Cement Ratio: 0.50+/-0.05. d. Non-Setting by prolonged mixing. e. Mix 10 minutes in a power mixer. f. Slump: 6 inches +/- 1 inch. 2. Non-Shrink Grout-Minimum psi. compressive strength of 3 000 si p 9 � C. Adjusting Rings: Conform to Section 33 05 17 and city standard details. PART 3 EXECUTION 3.01 TRANSPORTATION A. Transport precast units by rail or truck in a manner to avoid excessive stress or strain on units. B. Support units during hauling and stockpiling with sufficient hardwood shores to prevent cracking and spalling.Secure units in place to prevent shifting or undesired movements. Location of temporary supports shall be as directed by precast manufacturer. , 3.02 MANHOLE INSTALLATION A. Excavation and Preparation of Trench: Conform to Section 33 05 05. ' B. Place pre-cast integral base section on compacted subgrade and bedding. C. Set pre-cast concrete sections plumb with a 1/4 inch maximum out of plumb tolerance allowed.Seal all joints of pre-cast sections with a combination a rubber o-ring set in a recess and Ram-nek preformed joint sealer (or approved equal) in sufficient quantity to fill 75 percent of the joint depth. D. Grout around pipe inside structure and fill all voids under pipe. Grout to match pipes with precast invert. Must be completed prior to sanitary sewer flows entering new manhole. E. Repair the inside of any leaking joint by chemical injection or other approved material to the satisfaction of the Engineer. I SANITARY UTILITY SEWER STRUCTURES ©2014 Stantec 1 193801994 33 39 00-4 r� F. Casting Adjustment I1. Conform to Section 33 05 17. 2. Seal joint at the casting frame seat with 2 rows of joint sealer. G. Steps 1. Set the centerline of each step within each maintenance hole to be within 2 inches of the vertical centerline for the group of steps. 2. Offset step centerline from pipe and drop openings. 3. Install top step at a maximum of 20 inches below top of casting. H. Prevent entrance of dirt and debris from all new and existing manholes. I. Drop manhole inlets shall be constructed in accordance with the details shown on the Drawings. 3.03 CLEANING A. All new manholes shall be thoroughly cleaned of all silt, debris, and foreign matter of any ' kind prior to final inspection. END OF SECTION 1 I I 1 I I I 1 SANITARY UTILITY SEWER STRUCTURES ©2014 Stantec 1 193801994 33 39 00-5 Manhole/Catch Basin Field Elevation Report Stantec I Project: Date: Owner: Contractor: I Stantec's Resident Project Representative : Contractor's Representative: Stantec Project No: Owner Project No: Contractor is required to complete this form before payment of structure is approved. I Structure Location As- Street Name Structure Design Constructe Differenc Structure Structure Direction of or Easement Type Invert d Invert e Comments/Quality No. Station invert/flow Location (circle (from Elevation* (+/-) Assurance one) Plan) MH CB CB Apron MH CB CB Apron MH CB Apron MH CB Apron MH CB Apron MH CB Apron MH CB Apron MH CB Apron MH ,CB Apron MH CB CB Apron MH CB CB Apron MH CB CB Apron *- As-Constructed Invert Elevation provided by Contractor from measurements taken in the field to nearest 0.01 foot. I I ISECTION 33 40 00 ISTORM DRAINAGE UTILITIES IPART 1 GENERAL 1.01 SUMMARY I A. Section Includes 1. Storm sewer pipe, manholes, catch basins, fittings, and miscellaneous appurtenances. I B. Related Sections 1. Section 31 23 00- Excavation and Fill. 2. Section 32 11 23- Aggregate Base Courses. I 3. Section 32 16 13- Curbs and Gutters. 4. Section 33 05 05-Trenching and Backfilling. 5. Section 33 05 17- Adjust Miscellaneous Structures. 6. Section 33 46 00-Subdrainage. I1.02 PRICE AND PAYMENT PROCEDURES I A. Measurement and Payment 1. Bid Items have been provided for Storm Sewer Pipe. Measurement will be based on units of lineal feet for each size, type, class of pipe furnished and installed complete in I place as specified, including excavation, backfilling, and compaction. Pipe will be measured from centerline of structure to centerline of structure: a. Pipe bedding will be incidental in accordance with Section 33 05 05. b. Improved pipe foundation material, if necessary, shall be per Section 33 05 05. I 2. Bid Items have been provided for Catch Basin, Catch Basin Manhole, and Manhole Structure. Measurement will be based on units of each, according to type and size, for furnishing and installing structures complete, including casting frame and cover, and I adjusting rings in place as specified. 3. Bid Items have been provided for Flared End Sections. Measurement will be based on units of each size installed at locations indicated in the Drawings complete in place as I specified, including tie bolts, excavation, backfilling, and compaction. a. Where a sewer line is terminated with a flared end section, tying the last 3 joints as specified is considered incidental to the installation of the pipe. 4. A Bid Item has been provided for Class III Rip Rap. Measurement will be based on units I of cubic yards of Rip Rap placed according to class. Payment shall include placement of geotextile fabric. 5. A Bid Item has been provided for Connect to Existing Storm Sewer Pipe. Measurement I shall be per each connection made, regardless of type of existing bulkhead or plug, or type of connection made. Payment will include all costs related to making the connection, including removal and disposal of the existing bulkhead or plug, and ' construction of concrete collar if necessary. 6. A Bid Item has been provided for Connect to Existing Storm Structure. Measurement shall be per each connection made, regardless of size of opening, type of existing bulkhead, or type of existing structure.Saw cutting of the pipe installed in the opening Iif necessary shall be considered incidental. Core cutting the connection and reconstruction of existing structure invert if necessary shall also be considered incidental to the connection. I STORM DRAINAGE UTILITIES I ©2014 Stantec 1 193801994 33 40 00- 1 7. Connect to Structure (Draintile) shall be paid in accordance with Section 33 46 00. 8. A Bid Item has been provided for Drainage Swale Grading. Payment shall be lump sum for grading work at the flared ends as shown on the Drawings. Payment will 111 include all costs to complete the grading, excavation, and removal of excess materials to provide appropriate drainage. 9. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Society of Testing and Materials (ASTM) I 1. A48-Specification for Gray Iron Castings. 2. Al 53-Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 3. A615-Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 4. C76-Specification for Reinforced Concrete Culvert, Drain, and Sewer Pipe. 5. C150-Specification for Portland Cement. 6. C206-Specification for Finishing Hydrated Lime. 7. C361 -Specification for Reinforced Concrete Low Head Pressure Pipe. 8. C443-Specification for Joints for Circular Concrete Sewer and Pipe, Using Rubber Gaskets. 9. C478-Specification for Precast Reinforced Concrete Manhole Sections. B. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 2511 - Riprap. 2. 3601 - Riprap Material. 3. 3733- Geotextiles. 4. 2461 -Structural Concrete. C. American Association of State Highway and Transportation Officials "Standard Specifications for Highway Bridges," 1992 Edition (AASHTO). 1.04 SEQUENCING AND SCHEDULING 1 A. Do not pursue work-causing shut off of utility service (gas,water, electric, telephone, TV, etc.) to consumers until the utility owner is contacted and all consumers are notified of the shut-off schedule. B. Successfully complete required inspections and tests before commencement of , Section 32 11 23 and Section 32 16 13. 1.05 SUBMITTALS 1 A. Submit Shop Drawings for storm sewer structures consistent with Section 01 33 00. B. Shop drawings shall indicate complete information for fabrication and installation of units. Include the following: 1. Plans and elevations locating and defining all material furnished by manufacturers. 2. Sections and details showing connections, cast-in items, field installed lifting devices, I capacities, all openings, and their relation to the structure. I STORM DRAINAGE UTILITIES ©2014 Stantec 1 193801994 33 40 00-2 1 I C. Submit Manufacturer's Certificate of Compliance for the following items: 1. Gray iron castings. 2. Precast manhole sections. 3. Pipe, flared ends, trash guards. ID. Rip rap materials certification. E. Manhole/Catch Basin Elevation Report I 1. The Contractor shall complete the report attached to the end of this Section for each structure as it is constructed. The completed report shall be submitted each week to the Engineer or the Engineer's designated representative at some mutually agreeable I time. PART 2 PRODUCTS I2.01 MATERIALS A. Mortar Materials I1. Cement: Use Type 1 Standard Portland Cement conforming to ASTM C150. 2. Lime: Use normal finishing hydrated lime meeting the requirements of ASTM C206. 3. Grout I a. Cement and fine aggregate as specified for concrete. b. Mix Proportion: 1-part Portland cement, 2-parts sand, by weight. c. Water/Cement Ratio: 0.50 +/-0.05. d. Non -Setting by prolonged mixing. e. Mix 10 minutes in a power mixer. f. Slump: 6 inches +/- 1 inch. 4. Non-Shrink Grout-Minimum compressive strength of 3,000 psi. I2.02 STORM MANHOLE AND CATCH BASIN FRAMES AND COVERS • A. Conform to Section 33 05 17. 2.03 STORM MANHOLES AND CATCH BASINS ' A. General Requirements: ASTM C478 and details on the Drawings. B. Structures and bases shall be of precast concrete. C. Manhole Joints: Rubber o-ring gasket type meeting ASTM C443. I D. Manhole Steps: Reinforced polypropylene plastic steps with No. 2 deformed grade steel rod. I2.04 MANHOLE DESIGN A. It is the Contractor's responsibility to have the manhole sections and top and bottom slabs designed and the detailed drawings prepared by a Professional Engineer,experienced in Iprecast concrete manhole design,who is registered in the Project's State. I STORM DRAINAGE UTILITIES ©2014 Stantec 1 193801994 33 40 00-3 I B. The design of the manhole shall conform to a minimum factor of safety equal to 1.5 for buoyancy and flotation.The hydrostatic loading (water table elevations) shall be determined from the soil borings, unless noted otherwise on the Drawings. C. The design of the manhole base slab, perimeter walls, and top slab shall be designed for shear strength, flexural strength, and other applicable strengths due to hydrostatic loading. The hydrostatic loading (water table elevations) shall be determined from the soil borings, unless noted otherwise on the Drawings. 2.05 PIPE MATERIALS 1 A. Reinforced Concrete (RCP) Pipe and Fittings 1. General Requirement: ASTM C76, Wall B with circular reinforcing. 2. Materials: Conform to the requirements of ASTM C76, Wall B with circular reinforcing. O- ring gaskets shall be synthetic rubber, circular reinforcing in cross-section, and shall conform to ASTM C361. 3. Pipe Joints: Bell and spigot ASTM C361. 4. Pipe Class: As shown on the Drawings. 5. Marking: Each pipe shall be identified with the name of the manufacturer trade name or trademark and code, identification of plant, date of manufacture, and the pipe class and specification design. 2.06 RIP RAP A. General Requirement: Conform to MnDOT Spec. 2511 1. Riprap Material: Conform to MnDOT Spec. 3601. 2. Granular Filter: Conform to MnDOT Spec.3601. 3. Geotextile Filter: Conform to MnDOT Spec. 3733. 4. Grout: Conform to MnDOT Spec. 2461. PART 3 EXECUTION I 3.01 PREPARATION A. Trench Excavation and Backfill shall conform to Section 33 05 05. B. By-Pass Pumping: Contractor is responsible for all items required to maintain sewer flows , during construction of the new storm sewer. All Work and costs for by-pass pumping is considered incidental to the Project, unless otherwise specified. 3.02 INSTALLATION A. Connect to Existing Storm Structure 1. Connect to existing structure at locations shown on the Drawings. 2. Core the hole in the structure and saw cut the pipe flush with the inside wall of the structure. 3. Bulkhead void between outside wall of pipe and edge of opening with mortar and brick. 4. Reconstruct manhole bench/invert. B. Connect to End of Existing Pipe 1. Connect to existing pipe at locations shown on the Drawings. 2. Locate and expose end of existing pipe. STORM DRAINAGE UTILITIES ©2014 Stantec 1 193801994 33 40 00-4 3. Remove existing bulkhead or plug and dispose of off Site a. Take care not to damage existing pipe. b. Any segment of pipe damaged by Contractor shall be replaced with new materials at no expense to the Project. 4. Utilize standard bell and spigot joint with rubber o-ring gasket if possible. 5. If butt connection must be made to existing pipe, construct concrete collar around joint. Collar shall be minimum 12 inches thick in all locations and shall extend a minimum of 12 inches each way of the joint. C. Pipe Installation 1. Lay and maintain pipe appurtenances to the alignment, grade, and location shown on the Drawings and/or staked in the field. No deviation from the Drawing and/or staked alignment, grade, or location is allowed, unless approved by Engineer. Deviation from grade in excess of 0.05 percent may be cause for removal and relaying pipe at the Contractor's expense. 2. General Pipe Installation Procedures a. Wipe joints clean; apply the manufacturer's recommended lubricant compound over the entire joint surface; center spigot in bell and push spigot home; take care to prevent dirt from entering the joint space; bring pipe to proper line and grade, and secure pipe in place by properly bedding. 3. Lay pipe upgrade with spigot ends pointing in the direction of flow. 4. All joints must be watertight. 5. Remove all foreign matter or dirt from inside the pipe. Keep the bell and spigot clean during and after installation.Take care to prevent dirt from entering the joint space. Remove any superfluous material from inside the pipe after pipe installation by means of an approved follower or scraper. 6. Where cut-ins make it impossible to construct bell and spigot joints or when dissimilar pipe materials are joined, a reinforced concrete collar shall be placed completely surrounding the joint or the connection shall be made by using an approved adapter. 7. Any pipe which has been disturbed after being laid must be taken up, the joint cleaned and properly re-laid as directed by the Engineer. 8. Where a sewer line outlets to grade or where the line is terminated with a flared end section: a. Fasten at least the last 3 joints together using 2 "U" bolt fasteners per joint approved and as recommended by the pipe manufacturers. D. Structures and Appurtenances Installation 1. Furnish and install structures in accordance with the Drawings. 2. Excavate to depth and size as shown in the Drawings. 3. Preformed inverts are not allowed. 4. Set pre-cast concrete sections plumb with a 1/4 inch maximum out of plumb tolerance allowed.Seal all joints of pre-cast sections with a combination a rubber 0-ring set in a recess and Ram-nek preformed joint sealer (or approved equal) in sufficient quantity to fill 75 percent of the joint depth. 5. Pour inverts shaped to the half section of equivalent size pipe conforming to the inlet and outlet pipe so as to allow for a free, uninterrupted flow with all surfaces sloping to the flow line. 6. All concrete pipes entering manholes must be cut with a concrete saw. Grout doghouses both inside and outside of structure. 7. Steps a. Locate on the downstream side, except for pipe 24 inches in diameter or greater. Install in the most appropriate place, to provide suitable access. STORM DRAINAGE UTILITIES ©2014 Stantec 1 193801994 33 40 00-5 I b. Secure and neatly mortar in place 15 inches on center spacing. 1 8. Position vertical wall of the eccentric cone on the downstream side. 9. On structures with a build that contains more than 1 barrel section, the section immediately below the precast top slab shall be maximum 16 inch height. 10. Lift holes neatly mortared up. 11. Install Adjustment Rings and Adjust Casting: Conforming to Section 33 05 17. E. Construct Manhole Over Existing Pipe 1. Construct manhole over existing pipe at locations shown on the Drawings. 2. Saw cut existing pipe to fit flush with inside wall of new structure. 3. Grout doghouses both inside and outside of structure. 4. Seal any openings in manhole with grout. F. Rip Rap r 1. General: Conform to MnDOT Spec.2511. G. Bulkhead Pipe I 1. Bulkhead pipe at locations shown on Drawings with brick, non-shrink concrete grout, or concrete block masonry 8 inches thick. 2. Precast concrete plugs may be used in lieu of bulkhead. Plug must fit snugly into pipe opening and be watertight. 3.03 FIELD QUALITY CONTROL A. Scope 1. All pipeline testing is considered incidental to the Bid cost of the pipe. 2. Engineer to observe and verify that all tests and visual inspections have been completed prior to final acceptance. B. Cleaning 1. Consists of Cleaning the Pipe and Structures a. If newly installed mains and structures are kept clean during construction, cleaning will not be required. b. If newly installed mains and/or structures become dirty during construction, cleaning will be performed at the sole expense of the Contractor. 2. The bailing or flushing method of cleaning pipe is acceptable only if adequate provisions acceptable to the Engineer for keeping dirt and debris out of the existing sewer system or ponds are employed. Jetting may be required. 3. Complete prior to final inspection for acceptance. C. Required Tests and Inspections 1. Infiltration a. To determine the amount of ground water infiltration into the sewers. ' b. Test waived if no visible infiltration is observed during the lamping inspection. c. Measurement made by means of 90 degree v-notch weirs placed in the lines as directed by the Engineer. d. Measurements taken at the points where in the Engineer's opinion the flow of water in the sewer is greater than the maximum allowable leakage. e. Maximum Allowable Rate of Leakage: Not more than 100 gallons per mile per inch diameter per day. f. Tests may be taken between individual manholes and the infiltration in any given line must not exceed the specified maximum allowable rate. STORM DRAINAGE UTILITIES ©2014 Stantec 1 193801994 33 40 00-6 I Ig. Method of Measurement: Measurement of time for a predetermined volume of flow to occur. I 2. Lamping a. Verify installation is to true line and grade. b. Verify installed pipe is structurally sound. c. Verify there are no broken or deflective pipes. I d. Verify that joints are all home. e. Verify structures conform to specified requirements. I3.04 PROTECTION A. Plug all entrances and openings to the system promptly and before suspension of Ioperations at the end of working day. B. Secure manholes and structures immediately after completion or before suspension of operations at the end of working day with castings or suitable alternative device. IC. Mark all structures to avoid being hit by construction or vehicular traffic. I D. Mark each plug location with 4 inches by 4 inches timbers to above grade to aid in marking the future connection. IE. Establish erosion control measures as per Section 01 57 13. END OF SECTION I I 1 I I I I I STORM DRAINAGE UTILITIES I ©2014 Stantec 1 193801994 33 40 00-7 I Manhole/Catch Basin Field Elevation Report Stantec Project: Date: Owner: Contractor: ' Stantec's Resident Project Representative : Contractor's Representative: Stantec Project No: Owner Project No: M Contractor is required to complete this form before payment of structure is approved. i Structure Location As- Street Name Structure Design Constructe Different Structure Structure Direction of or Easement Type Invert d Invert e Comments/Quality No. Station invert/flow Location (circle (from Elevation* (+/-) Assurance one) Plan) MH CB Apron MH CB Apron MH CB Apron MH CB Apron , MH CB Apron I MH CB Apron MH CB Apron MH ' CB Apron MH CB Apron MH CB Apron MH CB Apron MH CB Apron * - As-Constructed Invert Elevation provided by Contractor from measurements taken in the field to nearest 0.01 feet. r SECTION 33 46 00 SUBDRAINAGE ' PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Storm sewer service and drain tile. 1 B. Related Sections 1. Section 33 05 05-Trenching and Backfilling. 2. Section 33 40 00-Storm Drainage Utilities. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I1. A Bid Item has been provided for 4" PVC Perforated Drain Tile, With Course Filter Aggregate and Filter Fabric. Measurement will be by linear feet of pipe along its axis with no regard to intervening fittings for each size and type of pipe. Payment shall include pipe, geotextile, aggregate, and fittings as shown on the Drawings. 2. A Bid Item has been provided for Connect to Structure (Drain Tile). Measurement will be per each. Payment will include all costs related to core drilling a hole in the storm sewer structure in the field, making the connection, and patching as specified and I shown on the Drawings. 3. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES ' A. American Society of Testing and Materials (ASTM) 1. D1784-Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (PVC) Compounds. 2. D3034-Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. 3. D3212-Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. 4. D3350-Specification for Polyethylene Plastics Pipe and Fittings Materials. 5. F477-Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. B. American Association of State Highway and Transportation Officials (AASHTO) ' 1. AASHTO M252- Corrugated Polyethylene Drainage Tubing. C. Minnesota Department of Transportation "Standard Specifications for Construction" and ' "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.) 1. 3733- Geotextiles. ' 1.04 SEQUENCING AND SCHEDULING A. Install sanitary sewer,water main, storm sewer, and all pipe deeper than the services prior to the installation of the services. 1 SUBDRAINAGE ©2014 Stantec 1 193801994 33 46 00- 1 1 PART 2 PRODUCTS , 2.01 PIPE AND FITTINGS A. PSM Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings 1. General: Pipe and fittings shall be made of compounds conforming to ASTM D1784 in accordance with the material requirements of ASTM D3034. 2. Design: Integral bell gasketed joint and a minimum wall thickness conforming to as shown on the Drawings. 3. Joints: Elastomeric gasket joints providing a water-tight seal conforming to ASTM D3212 or ASTM F477. 4. Perforations: Circular on 3-1/4 inches by 6-1/4 inches centers. Hole size maximum of 3/8 inch and a minimum of 3/16 inch, arranged in 4 rows along the full length of the pipe. 2.02 BEDDING MATERIAL A. See Section 33 05 05. 2.03 FILTER AGGREGATE MATERIAL A. See Section 33 05 05. 2.04 GEOTEXTILE 1 A. Geotextile wrap shall conform to MnDOT Spec. 3733,Type 1. PART 3 EXECUTION 3.01 GENERAL , A. The location and alignment of the subsurface drains and outlets are shown in a general manner on the Drawings. Exact location and alignment to be determined by the Engineer. 3.02 DRAIN TILE INSTALLATION A. Conform to details on Drawings. ' B. Construct at locations and elevations determined by Engineer or as shown on the Drawings. U C. Pipe Bedding: Filter aggregate. D. Grade: Unless otherwise specified or shown on the Drawings, the grade of pipes shall not be flatter than 1 in 250. E. Plug upstream end of the drain pipe. , F. Sections of the drain pipe shall be firmly joined. G. If perforated drain pipe is used, the pipe shall be placed so that the perforations are in the position indicated on the Drawings or designated by the Engineer. SUBDRAINAGE ©2014 Stantec 1 193801994 33 46 00-2 1 IH. Connections: Core drill connection to structure where precast hole. Seal and grout outside and inside of manhole at drain tile connection. II. Compaction: Conform to Section 33 05 05. J. Flushing: After installation has been completed, pipes shall be flushed with sufficient water Ito remove material that has entered the pipes during construction. 3.03 STORM SEWER SERVICE INSTALLATION IA. Construct at locations and elevations determined by Engineer or as shown on the Drawings. IB. Pipe Bedding: Bedding material. C. Plug upstream end of pipe. ID. Sections of the pipe shall be firmly joined. E. Connections: Connect to hole provided in precast structure. Seal joint with mortar. Core drill connection to structure where precast hole is not provided. Compaction: Conform to Section 33 05 05. IF. 3.04 FIELD QUALITY CONTROL IA. Do not backfill trench until the pipe has been inspected and approved by the Engineer. END OF SECTION I I I I I , I , ii SUBDRAINAGE I ©2014 Stantec 1 193801994 33 46 00-3 I tSECTION 34 41 05 ITRAFFIC SIGNS AND DEVICES PART 1 GENERAL I 1.01 SUMMARY I A. Section Includes 1. Signs, sign posts, and hardware. I B. Related Sections 1. Section 02 41 13-Selective Site Demolition. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for Sign Panels. All new signs shall be measured in I accordance with MnDOT Spec.2564.4.G. Payment for all sign installation shall be at 11 the Bid Unit Price per unit square feet and shall include all sign materials, new sign posts, anchors, equipment, mounting hardware, and labor necessary to install each I sign on the post. 2. A Bid Item has been provided for Street Name Blade Signs. Measurement will be per each name blade sign and post furnished and installed on the Project.This bid item will I include the street name blades (2 per post), round post, concrete footing, hardware, brackets, and all other appurtenances to install the signs and post at the staked locations. 3. There will be no extra compensation for posts, regardless of length or required I configuration.There shall be no extra compensation for post installations in bituminous or concrete surfaces. 4. Salvaged signs shall be reinstalled in conformance with Section 02 41 13, and shall I include a new anchor post as specified herein. 5. Removal of signs and name blade signs shall be in conformance with Section 02 41 13. 6. All other Work and costs of this Section shall be incidental to the Project and included Iin the Total Base Bid. 1.03 REFERENCES I A. Minnesota Department of Transportation "Standard Specifications for Construction" and "Materials Lab Supplemental Specifications for Construction," 2014 Edition (MnDOT Spec.). 1. 2564-Traffic Signs and Devices. I2. 3352-Signs, Delineators, and Markers. B. Minnesota Manual on Uniform Traffic Control Devices (MMUTCD). C. Minnesota Department of Transportation Standard Signs Manual. I I TRAFFIC SIGNS AND DEVICES I ©2014 Stantec 1 193801994 34 41 055- 1 1 1 PART 2 PRODUCTS 2.01 MATERIALS I A. Sign Material 1. Sign Face Material for Sign Panels: Reflective sheeting conforming to the requirements of MnDOT Spec. 3352.2.A.2.e "Sign Sheeting Type IX." 2. Sign Legend Material for Signs: "Direct Applied" conforming to the requirements of MnDOT Spec. 3352.2.A.5. 3. The retro-reflective sheeting types and qualified products used for rigid permanent signs markers and delineators can be found at: http://www.dot.state.mn.us/products/signing/index.html. B. Square Sign Posts 1. All sign posts shall be from Telespar or approved equal: a. Bottom Section: 2" Square, 12 gauge,with Omni-anchor or approved equal. b. Top Section: 1-3/4" Square, 14 gauge,with pre-punched holes. 2. The appropriate length of the upper post shall be determined by the Contractor to meet the construction requirements of the above stated references and herein at each specific location staked by the Engineer. The bottom section shall be a minimum 30" in length. 3. Attached bottom section to top section with corner bolt. C. Round Sign Posts (For Street Name Signs): 1. Hot-dipped galvanized steel. 2. 0.80-gauge. 3. 2-3/8 inch outside diameter. 4. Length: 10 feet. 5. Anchor plate. 6. Brackets: a. Top of post: 1) Round Cap: Lyle AL 808RF, or approved equal. 2) Crosspiece Between Blades: Lyle AL808CF, or approved equal. b. For Mounting Sign On Post: Lyle BR-95, or approved equal. D. Hardware: 1. Bolts: a. 5/16 inch or 3/8 inch diameter. b. A-304 stainless steel or Grade 5 zinc plated steel. 2. Nylon insert lock nuts. 3. Nylon washers: a. 1/32 inch thick. b. Maximum of 3/8 inch inside diameter. c. Maximum of 7/8 inch outside diameter. 4. Stainless steel washer. PART 3 EXECUTION 3.01 GENERAL I A. Unless otherwise noted or modified herein, all sections of MnDOT Spec.2564, all sections of MnDOT's Standard Signs Manual, and Chapter 6 of MMUTCD shall apply. TRAFFIC SIGNS AND DEVICES ©2014 Stantec 1 193801994 34 41 055-2 I IB. The fabrication of all signs and devices shall conform to MnDOT Spec. 2564 and the latest edition of the MMUTCD and the MnDOT Standard Signs Manual. IC. The sign number designation indicated on the Drawings shall comply with applicable requirements of MMUTCD and MnDOT Standard Signs Manual. I3.02 CONSTRUCTION A. Sign locations shown on the Drawings are only approximate.The final locations shall be I determined in the field by the Engineer. Contractor is responsible for having all underground utilities located prior to installing all sign posts. Provide Engineer 48-hour notice prior to sign installations to allow for adequate staking time. IB. Fabricate, hole punch, and mount sign panels in accordance with the standard drawings in the MnDOT Standard Signs Manual. Date the back of each newly installed sign panel with the month and year using a thick permanent black marker pen or furnish and install Iinventory/I.D. stickers approved by the Owner. C. Install nylon washers between the bolt and the sign face (sheeting). Do not over tighten I bolts to the point where the sign sheeting separates from the sign backing,which would be cause for rejection and replacement at no additional cost to the Contract. The nylon washers used to protect to sign face shall be 1/32 inch thick, have a maximum inside I diameter of 3/8 inch, and outside diameter of 7/8 inch.There shall also be a stainless steel washer between the nylon washer and the bolt head. D. Square posts shall be installed per manufacturer's recommendations and details in the I Drawings. A single curved corner bolt shall be provided and installed between the bottom anchor post and top section. I E. Round posts for street name signs: Install 48 inches below grade. Anchor post into ground with concrete. Install new street name blades on post. Layout of the street name blades shall be approved by Engineer prior to ordering. IF. Sign panels shall be located relative to concrete curb per Figure 6.3 of the MnDOT Traffic Engineering Manual: 1. Lowest point of any sign panel shall be 7 feet above finished grade at the point of installation. 2. Edge of sign panel shall be no closer than 2 feet from the face of curb. I G. Contractor should plan for sign placements in hard surfaced areas prior to any new concrete and/or bituminous paving and provide "box-outs" for each sign in such a location.The "box-out" must be a 6 inch diameter round section of PVC pipe or a 6-inch I core cut hole. With either option, the box-out must be to a depth which encroaches the underlying soils. I H. The Contractor shall install MnDOT approved/furnished warning stickers on all new sign panels. END OF SECTION I I TRAFFIC SIGNS AND DEVICES I ©2014 Stantec 1 193801994 34 41 055-3