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HomeMy WebLinkAbout2011-09-06 Applicant Email to City Planner Forwarding Updated Drawings Julie Hultman From: Scott Richards < Scott @planningco.com> Sent: Wednesday, September 07, 2011 8:26 AM To: Julie Hultman Cc: 'Chris Long' Subject: FW: tire proz Attachments: C4.0.pdf; C5.0.pdf; C6.0.pdf; C7.0.pdf; C8.0.pdf; SWPPP.pdf Julie: Here are more of the Tire Proz items. Please print for Chris and me. Scott D. Richards, AICP THE PLANNING COMPANY LLC 3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Mobile: 952.221.0547 Phone: 763.231.5840 Direct: 763.231.5842 Facsimile: 763.427.0520 Email: Scott(cr�PlanningCo.com From: Dustin Rassbach fmailto :drassbach@derrickbuilt.coml Sent: Tuesday, September 06, 2011 10:51 AM To: scott©planningco.com Subject: FW: tire proz Civil Plans, E -mal 2 of 2. Dustin Rassbach Estimator/Project Manager 1.,131:;.13 Accredited Professional Derrick Commercial Contracting, LLC Direct line 71 5- 243 -0514 drassbach(ciderrickbuilt_ corn www.derrickbuilt.com From: Matt Hieb rmailto:mhieb@authconsulting.coml Sent: Friday, September 02, 2011 2:53 PM To: Dustin Rassbach Subject: tire proz #2 of 2 Matt Hieb, P.E. — Project Manager mhieb com •Auth•Consulting & Associates - AC /a Planning, Engineering, Building Design & Surveying 2920 Enloe Street, Suite 101, Hudson W1 54016 1 5 Hudson Office: 71r �- 351 -327 Corporate Office: 715-232-8490 www.authconsulting.com S &N Land Surveying n Division of AC /a 2 . cry 4" Mt TOPSOIL 4" MIN. TOPSOIL O1 0 is 0 SEED & MULCH SEED & MULCH STANDARD INSTALLATION 19. MINIMUM " .6.e. :,., ", 4:1 T LONGITUDINAL 1 r?. i y i . ..t _ , 1 :,,. ° ; 3 (TYP - POST I 11 .u ..�,, ♦. M)( ( ) 3.t X' .o ` d v � (.�. O •: : . ♦_ 3 -i SLOPE TYP. MA ♦J.. l VARIES t • • y 0 j ( I — i re. "•, w _ - X _1 I SEE GRADING PLAN •1�0� �� �. `�� _ FILTER FABRIC _ •' rl •.�I I III - III III - I = . ►1. ,� .1� • +. I _ _ TAS II: il 11# 1. �`I 411. . 1-, :c- 2. e -ill u - 2 1 0 (MIN.) .� •t 1n II III — III III III= III -II ♦♦ _ _ - — A Is,(440 � 0 f.I A - � �—� (— —� - = � � 8" ' ( " , fi r -� i � i � 1 3 1 IL *ii�11 ,I I� I�i GEOTEXTILE SECTION A —A - F 6° MUL " EROSION. MAT -I - = D EROSION MAT § s • =•• fi �j FABRIC I I -n .,=n NOTES. (AS REWIRED). -ii t (AS REQUIRED) - , c a ��I�`:���i�If� N.T.S. :i � z 1. MMT. 2'x2" POST TO BE LL w O' %'w •.' ' - - SPACED AT A MAX. OF 5. TYPICAL 3 T O 6 COARSE - 2. FILTER FABRIC TO BE V BOTTOM DRAINAGE DITCH /SWALE CROSS SECTION, D SO' MIN. A MINIMUM GGREG12° D ATE EEP MIRAFI 100 OR EQUAL. N.T.S. 8 0 q5 I OWR FILTER FABRIC.,I 3. POSTS DAMAGED ON - • - S o: `,41.11 •s�%1� TIE POSTS DRIWNG SHALL BE 4" MIN. TOPSOIL 4" MIN. TOPSOIL 1 1� MINIMUM �.• .�1 '� .��:4�•��' • MUST EXTEND FULL N1DM OF INGRESS AND EGRESS OPENING. .♦TOGETHER REPLACED. SEED & MULCH LONGITUDINAL SEED & MULCH 444111 NOTES: / i gl f4 •••••• SLOPE (TYP.) ,IVAd • 1. TRACKING ENTRANCE SHALL BE INSPECTED DAILY. DEFICIENT l � N 4. EROSION CONTROL SHALL P -÷, ' �.yvirEe �•' AREAS SHALL BE REPAIRED OR REPLACED IMMMEDIATELY. THIS Z111A BE MAINTAINED DAILY. ,4' . TY .1 A. j� _ � 4 - 1! ∎,-4 ► 1 ♦..-`01iS�.X VARIES (SEE PLAN) j,Y MA � .�- .�' V AR IES N N N I` ��. - SE E GRADING PLAN p p p WORK SHALL BE IN BE REMOVED TO THE CONTRACT. - • ' -, . ♦ I ., ♦ '�♦� _ _ 1.0' ( MIN . ) ,r I 1 1 20' MIN. • p 2. STONE SHALL BE REMOVED AND REPLACED WHEN SOIL FILLS G- .O ♦ ....... d: 8 DID N xj re i l lfr e I FABRIC NRAPPED k - III - � ::- ♦_. .i.i = I= 111= III x 2 p 8 p ac!2.. �:� ^. ���f OPENINGS AND /OR DIRECTED BY THE ENGINEER. THIS WORK STAPLED TO POST 1 _ TAI I I — I I —" -'� -" - " - " - �i = n 1 � a y N EXISTING I 15' MIN. SHALL BE INCIDENTIAL TO THE CONTRACT. DETAIL FOR JOINING SECTIONS I -1 , 1- I - -I ( - 111 = 111 = 111 = 11I - II I I II - II I I ` - I_ w PAVEMENT �� 3. EXISTING PAVEMENT SHALL BE INSPECTED ABS CLEANED AT m LEAST DAILY. THIS WORK SHALL BE INCIDENTAL TO THE EROSION MAT EROSION MAT ��� CONTRACT.,. (AS REQUIRED) (AS REQUIRED) u. _ DETAIL FOR INSTALLATION o „ o 0 VEHICULAR TRACKING ENTRANCE OF EROSION FENCE TYPICAL FLAT BOTTOM DRAINAGE DITCH /SWALE CROSS SECTION N.T.S. N.T.S. • N.T.S. BOLT ALL SIGNS TO POST WITH ". 3/80 CADMIUM PLATED BOLTS, INITIAL BACKFILL TO 12" ABOVE PIPE INITIAL BACKFILL TO 12" ABOVE PIPE NUTS AND WASHERS. 12" x 18" EXTERIOR PARKING SIGN TO BE CONSTRUCTED OF 14 GA. GALVANIZED STEEL - ,� WITH A MATE BACKGROUND, GREEN LEGEND & BORDER, WHITE H/C SYMBOL ON A BLUE II II A BACKGROUND, AND EITHER EMBOSSED WORDING � II' II CR SCREEN PRINTED LETTERS WITH A BAKED II I II I. zx II Match concrete I ..n.,. ENAMEL FINISH. SIGNS SHALL NOT CRACK, II sidewolk _ J , II II II II II � B CHIP, FADE OR PEEL. r • II , 12' x " D LE VAN TTE ACC RING. SSIBLE (MIN. 1 L SIGN OC WITH ATION) - = = � � I-- HAND SHAPE - PE BEDDING _ _ = Ir _ . Diu.' = _ _ _ _ -_ 1 1:12 MAX --J EMBOSSE - C413 SLOPE „ 1:12 MAX ` - . SLOPE FOR 0.5 OUTSIDE PIPE DIAMETER SAND BEDDING 4 MIN. b c (1:10 MAX ALLOWED) m 5 IuuF C CLASS C BEDDING CLASS B BEDDING 61 zi 3 u N.T.S. g cC I T 3 1/Y WIDE STEEL U CHANNEL NTH CLOSED INNIAL BACKFILL TO 12" ABOVE PIPE . s F a INITIAL BACKFILL TO 12" ABOVE PIPE I g Y '' TOP PAINTED WITH GREEN ENAMEL. L i ll , (0 SCHED. 40 GALVANIZED STEEL '1'1. II PIPE FILLED WITH CONCRETE. PAINT WITH - L II r 3 B C/] 6' 4' MIN. 6' Y ELLOW TRAFFIC POLYURETHANE 52% SCUDS C 9 INITIAL BACKFlLL TO II I _ 8 (5' MIN) 2 COATS. 1 ig g g 12" ABOVE PIPE .Q U A _i Sidewalk Face & iI CLC II: = 1-C HAUNCHING II . 3 Edge of Bituminous 1 -1 i � I11=1` I - C _ • I SPRING LINE OF PIPE p Ar - ` F3Ri A _., r ' I I �.t �1 :I I ... .. ••• . . _ ... 1- 11 II �• e a . I HAUNCHING g f < e " t, m ' Q'. PLAN VIEW OF RAMP , m I I UNDISTURBED EARTH I I- . - - . BEDDING A . BIN. 8 ° g A 4 n!,i g ■ _ I 2 "• x 2' DEEP CONC FOOTING UNDISTURBED EARTH 6" 6" I -I (3500 PSI CON. SET1ING) N1"1 I J ' ° L- MIN. PIPE DEPTi OF 18 ". �� I 44 WATER MAIN BEDDING DETAIL TYPICAL BEDDING OF A TYPICAL HANDICAP PARKING SIGN DETAIL N .T.S. AY NG CONO TION TYPE 2 MODIFIED N.T.E ( AS M D - 232PLSTIC PIPE 1) Q 6' ' N.T.S. 0 5 . P.1. 4' MIN. P.I. 5 , 0 ( 1W.) (n LLI Z ELEVATION OF RAMP 9 boa °a111re ion re:Led m SEDIMENT LOGS SEDIMENT LOGS WOOD STAKE IV ( ) 6' - o. Concrete Sidewalk NOTE: SPACING SHALL BE NO GREATER O } Bituminous Q N07E; IF MULTIPLE LOG SEGMENTS ARE USED A MINIMUM OF 18' 1 THAN 4.0 FT BETWEEN WOOD STAKES iL Pavement 2X Max. OVERLAP SHALL BE UTILIZED AT CONNECTIONS. NO BUTTING 1 ( O Z OF ENDS ALLOWED. 0 WOOD STAKE TO ONLY S / / / / /// ; ,p // WOOD STAKES (SEE DETAIL) s �� � �jl (I PENETRATE NETTING O W `6 concrete NO 4 PAFING SHALL W NO GREATER THAN Ki� } fi- � l� CHANNEL BOTTOM w _ I Z z 4.0 FT BETWEEN WOOD STAKES A e &&. i t, 1- I F' w/ O Q Co Pocted Gronolor A V �. - mi O 16 J Subbase Course 2 .I I V V4•1 �" V 1 SECTION A —A t - F � oo I / z _ Q (/ NUM If 41 1. THE RAMP AREA WILL BE PAID FOR AS SQUARE FEET OF CONCRETE WALK. �� k 'ITlY\ QT. � c"M Q 1 10 6' - 0' DIMENSION MAY BE INCREASED WHERE FEASIBLE TO PROVIDE A FLATTER SLOPE. \ P \ Ir J N r C) 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213 I— 5 _ Qj WI PROVIDE 'A PATH OF TRAVEL 4' -0" DE BY 4' -0" LONG BEHIND THE PEDESTRIAN RAMP. STAKES TO BE PLACED AT STAKE DETAIL .„, N.T.S. CO A RELATIVELY FLAT (2R MAXIMUM SLOPE) 4' x 4' LANDING IS REQUIRED. TOE OF SLOPE ON BOTH SIDES . ! , - & AT BOTH ENDS OF LOG V 0 PEDESTRIAN RAMP (CONCRETE SIDEWALK FOR BUILDING ENTRANCES) I Q Y /� i N.T.S. S EDIMENT LOGS I HEREBY CERTIFY THAT THIS PLAN, LL V Q • N N.T.S. PREPARED OR REPORT DER WAS DIRECT SUPERVISION AND THAT I AM DULY Ll. s rDISTANCE BETWEEN CHANNEL BOTTOM AND TOP CHANNEL REGISTERED PROFESSIONAL ENGINEER /v L /G RADIENT %] X 100 = SEDIMENT LOGS UNDER THE LAWS OF THE STATE OF w w L Y OF INSTALLED SEDIMENT LOGS (D)(FT) ( °) SPACING (FT) MINNESOTA. Z Ci O 9 MATTHEW D. HIES sHFFr non C6.0 1 Xi g DATE:09 /02/11 REG. NO. 26140 '.. v • 0 E 16-{ c� 1 I I jj OP E . 3p TOED TRANSVERSE JOW $ o EVERY 4 '- 5'(1W.), - TOOLED TRANSVERSE JONTS REWIRED 1215" - 1RANSVE E1PANSION JO NTS RE REW IRED o o EVERY 4'- 5'(TYP), 7 . I CO SCHEDULE 40. CS PIPE - EVERY 40'(5W.), 60'(MAX) i ANRSE EXSION JONTS REWIRED ` FILLED WIH CORETE IV/#4 4 DOWELS EA. WAY 0 18' O.C.(TYP.) EV SVE 40'(TYP.), PAN 60'(MAX) �• CENTERED T ON SO AND W //4 DOWELS EA. WAY ®18" O.C. (TYP.) BASE. 12" 8 "�{ F 6' TYP. 7"(MIN.) CONCRETE(40D0 PSI) REQUIRED 20 20% SLOPE (MIN.) i ASPHALTIC I 0.5% SLOPE MIN.) FOR DRIVEWAY /APRON AREAS AND B612 REJECT CONCRETE CURB 2.OR SLOPE (MAX.) i w PAVEMENT ( FILL PAD (FINISHED GRADE) § -i i 20% SLOPE (MAX) SIDEWALK AREAS WITHIN DRIVEWAYS (- .6.....( X1DTH VARIES W/ 6x6 - 10/10 WIRE MESH I 4 "(MIN.) CONCRETE SEE PLANS I O o u 1/2" RAD. SLOPE 1 I SIDEWALK(TYP.) n o • F ` F x >r " Sp2 .,�� 6.0 "(MIN) COMPACTED 3 /4 FT. 3p 6" o ��' U l CLASS 5 AGGREGATE BASE 8 2 - F : an.`, F p n . -o MNDOT 3138 .I CONCRETE FILLED SONONBE 12.0'(MIN.) COMPACTED w -12.0 "(MIN.) COMPACTED GRANULAR SUBBASE I 1 1O SELECT GRANULAR BASE OR 1 I MODIFIED SELECT GRAN ULASUBR SUBBASE 111 111 - Ili lit =III III 111 III - III III1 ' I l 1 l 11 111 11 1 1 1 III - III - III -III III TTI�TT 12" 8'--{ ALTERNATIVE - 111_111 111 GQUPAGTEb SUBGRADE r 11 ON RETE SIDEWALK/APRON CLASS AGGREGATE COMPACTED _ 11 C C EW caMPAG s e- _ ALK /A � pN AL 2D" . III 111 -111 III 111 111 -111 111 111 - 111 N N N 8612 CONCRETE CURB I i' -4' I MNDOT 3138 � ��� ��� ��� � � 0 0 0 ALONG BUILDIN TYPICAL FINISHED SECTION = o ° ° ° i/2" RAD. SLOPE N.T.S. x T 3 N'Per FT. TYPICAL BOLLARD DETAIL FOR CONCRETE SIDEWALK AREAS I N.T.S. 'm - - N.T.S. i I QTE. ! k' LL • -1- I BOLLARDS TO BE PANTED AS FOLLOWS: o u o o rc - BLAST: 55PC -SP6 20" PRIME 2.5 MIL RED OXIDE PAINT: 2.5 MIL SAFETY YELLOW WITH 20" RIBBON CURB (3) STRIPS OF REFLECTIVE TAPE TYPICAL CURB AND GUTTER SECTIONS AT TOP OF POST N.T.S. CASTING TO BE NEENAH 8 - TOOLED TRANSVERSE JOINTS REQUIRED CASTING TO BE NEENAH R -4342 OR EQUAL OR EVERY 4'- 5'(TYP.), R- 3067 -V OR AS AS SPEARED ON PLANS TOP OF CASTING SPECIFIED ON PLANS - TR ERY 4 ANSVERS 0( E TYP.), EXPA60'(MNSION AX) JONTS REQUIRED RIM ELEVATION EV W //4 DOWELS EA. WAY M I8" O.C. (TYP.) 8 • ' i _ I. Y ADJUSTING RINGS' RIM PLANS 2 MINIMUM 1 ��� 6 MAXIMUM 1•••, • II 880 PLANSS I o I 2• ADJUSTING I N RI 6) V] 4' 0' DIAL 5' PRECAST I (OR AS SPECIFIED ADJUSTING RINGS . 'd ASPHALTIC PAVEMENT 2 RAD 0.5% SLOPE (MIN) ON PLANS) `�.. SLOP AAOM RE TO DING STRUCTURAL PLANS 30 CIRCULAR • ' CONCRETE ED W SIY DEWFRALK 2 0X SLOPE (MAX.) FOR FER ADDITIONA REQUIREMENTS AT BUILDING i° 3 8 O (SEE GRADING PLAN) ® - WT SWINGING DOOR ULATIO MIN BU - - - - --- STEPS le• ' CONCRETE • J4 "(MIN) (DOWELS REQ AND /OR INSULOTIN MAY BE REQUIRED) AS 'D URN�RPPDGa£ 3 . - C 1R a cciii 14 P ON PLANS ( j: a l HOLE FOR PIPE L 1 - r \ 6 s _ 6A"(MIN.) COMPACTED 5, M' 9 „ I 4 v 2 ' e` -o '�hh DIA VARIES ” C7 c iF� <- CLA55 5 AGGREGATE BASE MORTAR BED 6 ,., MNDOT 3138 8• I 4' '� II III= I �,� -__-_-_ PRECAST CONC p� � 12.0 "(MIN.) COMPACTED GRANULAR SUBBASE — REINFORCED BASE . E 111 -111 111- i - 1 C BASE C _ 11 -111 1 _I 5 PRECAST MANHOLES III III 1 1 1 1 1 III I I I REQUIREMENTS OF MEET - A.S.T.M. C -4 78 E §.. ? C 5 ��. i ,. COMP SUBCRADE_ - REQUIREMENT OF A.S.T.M. � � I 1 , l l l - - III, , I CATCH BASIN CATCH BASIN TYPE C DETAIL r 1 ' H g i - STORM MANHOLE WITH CASTING ASSEMBLY a f -A N.T.S. NOs STORM MANHOLE W/ CIRCULAR INLET g :. 1 r ,- e ■ TYPICAL DUAL PURPOSE CONCRETE SIDEWALK "0 F5 N.T.S. 1. VERTICAL ALIGNMENT OF STEPS SHALL NOT BE ABOVE PIPES THAT NOTES - ARE GREATER THEN TWENTY -FOUR (24) INCHES IN DIAMETER. 1. VERTICAL AUGMENT OF STEPS SHALL NOT BE ABOVE PIPES THAT ARE GREATER THEN TWENTY -FQUR (24) INCHES IN DIAMETER. I- 0 NOTE: LG1 A DOUBLE-RING INFILTROMETER TEST SHALL BE CONDUCTED IN EACH Z RAIN GARDEN AT THE UNCOMPACTED ROVE SOIL ELEVATION. IF THE Z ACTUAL INFILTRATION RATE IS LESS THAN THE DESIGN INFILTRATION RATE OF 1/2• PER HOUR THE RAIN GARDEN SHALL BE CONVERTED TO M SAND M SAND FILTRATION SYSTEM WITH THE INSTALLATION OF THE DRAIN TILE. IN ( I- RAIN GARDEN OVERFLOW ELEVATION I NEENAH R 7506 -D O z 1t F LOOR BOX FRAME 8 LID 6' THREADED CAP 1.5 "(MIN.) BITUMINOUS -MNDOT 2360 O Z OR APPROVED EQUAL (MV WEAR COURSE) CL PONDING D:PTH FINISHED GRADE I 0 1� - _I 1 MNDOT 2357 TACK COAT I - 0 WA 3 =11=11=11=111=11=11=11=11 -11 II 11_11 =11 11 =11 =11 II II_11 =11 11= 11 =11 =11 >? j / jj �� �. I \ j 2^(M (MV NO -WEAR COURSE)2360 ' rZ j 1- z Q { MULCH • \ \ �t /< 8.0 " (MIN.) COMPACTED CLASS 5 F T� ; a te j K. P3 tt ENGINEERED SOIL (18" MIN) (2 3" HARDWOOD) A��������� �� /����� MNDOT 3138 GRANULAR BASE COURSE (SEE TABLE BELOW) 100% CRUSHED ROCK . ,, Z W FILTER FABRIC 1 11 1 III III III III 8111 Ct 0 I (OVER PERFORATED 3 "(BIN) 3/4" CLEAN STONE 6• FROST SLEEVE 12.0"(MIN.) COMPACTED I II- 6tSM0A S UbGRAd -I 1 I- O z 0 UNDERDRAIN PIPE CLEAN '� r P10NG TOP 3 SIDES Of PIPE GRANULAR SUBBASE 1-11 -1 I I II11 111 .r . , . • ,_ ,_ _. _ ,- ._ ,_ - ,.- _ ,_ ,_ ,_ ._ _ ._ DIRECTIONAL Y FITTING �i 4" PVC RISER PIPE MNDOT 3149 ... _ - - IL 0 S. STONE AREA ONLY) O 0 0 0 o 0 0 0 0 0 0 0 0 0 __ , �_ �. ,_ . :. \' TYPICAL UGHT —DUTY FINISHED SECTION PERFORATED MIN. UNDERDRAIN DIAMETER) 111, 111 7 I STORIA I SEWER PLAN FOR OVER D NARVEgL 1 111 1I1 -111, ,111, . 1 �` J I- PERFOR - UNCOMPAf ( ) FLOW PIPE AND UNDERDRAIN LOCATIONS. 0 ...la -W FOR PAV SUR FACE _ $ BE PLACE OUTSIDE OF GRAVEL 4• LIQTEL J M C AND SAND STORAGE LAYER. W ix 1. BITUMINOUS PAVEMENT SHALLL CONFORM TO LLI p4 ENGINEERED SOIL MIX BASHED SAND SANITARY SERVICE IN —ONE CLEANOUT WITH FROST SLEEVE I MNDOT SPECIFICATIONS. U SAND T BE CLE CONSTRUCTION SAND FREE OF DELETEPoWS MATERIALS TS < ENGINEERED PERCENT COMPOS ASATO M -6 CR ASTM C - 33 WITH GRAIN NZE Di 0.02" -0.04" Y q S� COMPONENT (BY VOLUME) I HEREBY CERTIFY THAT THIS PLAN, LL � WASHED SAND 40% TOPSOIL SPECIFICATIONS, OR REPORT WAS ,1/ Q SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURAL TRIANGLE PREPARED BY ME OR UNDER MY DIRECT e Al WITH LESS THAN 5% CLAY CONTENT SUPERVISION AND THAT I AM DULY L TOPSOIL 30% SANDY LOAM _ Y REGISTERED PROFESSIONAL ENGINEER 1 MI.EQ51 UNDER THE COMPOST 30% ORGANIC LEAF COMPOST MNDOT GRADE 2 M NNESOTA, LAWS OF THE STATE OF 7 Q L O s TYPICAL RAIN GARDEN/FILTRATION DETAIL � Z q N.T.S. MAfTHlW D. HIlB sHrFT NCI g DATE:09 /02/11 REG. N0. 26140 •+7. 0 S O '8 o 2 Z 2 < 2' x 4' STAKE AND CROSS BRACING INLET SPECIFICATIONS AS PER THE PLAN a GEOTEXTILE FABRIC, '1, ,, , ® DIMENSION LENGTH AND WIDTH TO MATCH W � W 8 C i TYPE FF 1 0 �� ® ® ®,, 0 1`I � "'° ��® # FLAP POCKET p GEOTEXTILE FABRIC, ���� • w il t Jim__ __ ® N 71/4 ippr i'll1,2121P. ., ,,.; „ ; ,„,. j*r 4: i ; T ® �; _ is o v v llY/� ° GRATED INLET j / O �� � ♦ ♦ ♦ ♦ v oo BURIED FABRI ♦♦ ♦ ♦� t. MIN. 6' DEPTH � © 1 A■ ♦■ Wfr 4 ' �It� ►♦ lilt, ♦ ♦ � va ■ .. ♦ 8' USE REBAR OR STEEL ROD 2' x 4' STAKE AND ♦'1 FOR REMOVAL ♦ ► - �j�► • � �♦ CROSS BRACING ;' = ♦ ♦ ♦ ♦ 'I II♦ .r I♦ 4, OR Il ∎ ♦ �� ♦ F OR INLETS WITH CA 1nllf�� �� �,� S �h►- i ■ ■ � CURB BOX USE WOOD GEOTEXTILE FABRIC, ��� ��� " " \ ,�` G EOTEXTILE 2' X 4', EXTEND 10' BEYOND TYPE FF ;; INLET PROTECTION, TYPE B FABRIC, TYPE FF �■■ ��_ �■ 1.4 GRATE WIDTH UN BOTH ��� :S; I I� ��'- �■ 12' SIDES, LENGTH VARIES. /^ S�I' " (WITH ❑UT CURB B ❑X) � (CAN BE INSTALLED IN ANY INLET WITHOUT A CURB BOX) � �1 ��■ °''!! ■ �. iJ�!' V_ s� a I SECURE TU GRATE WITH FRONT, BACK, AND 1�� I �` T�II7� WIRE OR PLASTIC TIES NI:" V � BOTTOM TO BE ��� ■�■■ iiII�J �� sip :MADE FROM SINGLE �` q n 4 ■4 ° PIECE OF FABRIC. ��� ■ ■����'- 2 44144, Rs \ I '4 _�IIIY!l�` °° 5 2 8 O �: I W II�� •!\ 4' X 6' OVAL HOLE SHALL BE HEAT r. n e f m • : .E ^ .' NI ' 2 © \\ \ MINIMUM DOUBLE STITCHED 1 2I CUT INTO ALL FOUR SIDE PANELS. S co ' SEAMS ALL AROUND SIDE PIECE l':, q \O , AND ON FLAP POCKETS. I i 1 y a Al z �� ^. 1 � �� ® ®® `. .:Iii -\ e ti E O ���`` /n{�� �� J� ATTACH GEOTEXTILE ® ®® ® ® ® ®® p .; \ x g � U ` � �� � , THE STAKES AND FABRIC, TYPE FF TO g g ° ) ® . ®` 6 e ll 4 ° t Eu a s9 1 �® ' � ' iI I CROSS BRACING. � �� INLET WITH OR GEOTEXTILE � � 4::111111 PO. i :iii II ' FABRI WOOD 2' x 4' EXTENDS WITHOUT GRATE TYPE FF INLET PR ❑TECTI ❑N, TYPE A 8' BEYOND GRATE Q WIDTH ON BOTH SIDES, O LENGTH VARIES. INLET PR ❑TECTI ❑N, TYPE D N GENERAL NOTES SECURE TO GRATE WITH (CAN BE INSTALLED IN ANY INLET TYPE WITH w WIRE OR PLASTIC TIES UR WITHOUT A CURB BOX AS PER NOTE 2 ) Z INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE z DIRECTION OF THE ENGINEER. INLET PROTECTION, TYPE C (WITH CURB BOX) N MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE O z DEPARTMENT'S EROSION CONTROL PRODUCT ACCEPTABILITY LIST MAY BE INSTALLATION NOTES lY O Z SUBSTITUTED. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN TYPE B & C 11 0 SO THAT THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3' OF THE GRATE. j 0 FALL INTO THE INLET. ANY MATERIAL FALLING INTO THE INLET SHALL BE THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN FLAP, 41ftioLLI J z Z REMOVED IMMEDIATELY. HOLDS DR OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET. ( Y Q O J 0 FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A TYPE D F (n Z Cl- MINIMUM OF 10' AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. DO NOT INSTALL INLET PROTECTION TYPE D IN INLETS SHALLOWER THAN 30', MEASURED LIJ FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. ~ Q FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3' OF THE GRATE. 0 Z < (7) 18' OF FABRIC IS WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE INLET WALLS AND THE BAG, € THE WOOD SHALL NOT BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING. MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3'. WHERE NECESSARY THE CONTRACTOR SHALL >- J N © FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4. CINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3' CLEARANCE. THE TIES SHALL BE PLACED AT I— D _ A MAXIMUM OF 4' FROM THE BOTTOM OF THE BAG. J m r2 $ v Y = I HEREBY CERTIFY THAT THIS PLAN, TYPICAL INLET PROTECTION DETAILS — TYPE A. B. C. & D SPECIFICATIONS, OR REPORT WAS Q N N.T.S. SUPERVISION THAT DULY �y a REGISTERED PROFESSIONAL ENGINEER L.L UNDER THE LAWS OF THE STATE OF C Y MINyNESOTA. /,�/,�/7 Z 0 O N MAITHLW U. HILB gHFFTrv<, D ATE: 09 /02/11 REG. NO. 26140 v `-� • 0 1 :. b o 2 2 � 2 Z 1 SWPPP • INSTALL PERIMETER CONTROLS DOWN GRADIENT FROM SOIL DISTURBING PREVENTION MEASURES ACTIVITIES r ; CONSTRUCTION PLANS CONTAIN POLLUTION PREVENTION MEASURES IN ADDITION • PROTECT INFILTRATION / BIOFILTRATION AREAS s p PROJECT OVERVIEW TO THE ITEMS LISTED BELOW. • DEMOLITION OF EXISTING BUILDING AND PARKING AREAS a CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL SOLID WASTE • CLEAR AND GRUB g PROJECT NAME: TIRE PROZ PROJECT LOCATION: OAK PARK HEIGHTS, MN AND HAZARDOUS WASTE IN COMPLIANCE WITH MPCA REQUIREMENTS • ROUGH GRADE SITE CONSTRUCTION START DATE: OCTOBER, 2011 CONCRETE TRUCKS ARE NOT ALLOWED TO WASH OUT OR DISCHARGE WASHWATER • BEGIN BUILDING CONSTRUCTION OR SURPLUS CONCRETE ON SITE, UNLESS AN APPROVED PLAN IS ADDED TO AMEND • INSTALL UNDERGROUND UTILITIES CONSTRUCTION END DATE: MAY, 2012 0 THIS SWPPP. • STABILIZE SITE . m s' J, ALL VEHICLES ON -SITE SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR • INSTALL CURB /GUTTER AND PAVE PARKING /DRIVE AREAS Y § o PROJECT DETAILS PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. • FINAL GRADE SITE AND BIOFILTRATION /INFILTRATION AREAS ,- w TOTAL PROJECT AREA: 1.31 ACRES m 4 2 DI AREA: 1.2 ACRES ti ,STABILIZE SITE AND INSTALL ALL PLANTINGS .. .1 U o E 'I o CHAIN OF RESPONSIBILITY • REMOVE ALL TEMPORARY EROSION DEVICES ONCE VEGETATION IS PRE CONSTRUCTION IMPERVIOUS AREA: 1.05 ACRES OWNER ESTABLISHED (70 % COVER MIN.) POST CONSTRUCTION IMPERVIOUS AREA: 0.74 ACRES JAY ANDREWS 1 ; ADDED IMPERVIOUS AREA: 0 ACRES J I TIRE PROZ TEMPORARY EROSION, SEDIMENT CONTROL BMPS NATURE OF CONSTRUCTION ACTIVITY 1800 CREST VIEW DRIVE THIS SWPPP MUST BE AMENDED AS NECESSARY DURING THE COURSE OF CONSTRUCTION ACTIVITY INCLUDES THE DEMOLITION OF AN EXISTING VACANT HUDSON, WI 54016 CONSTRUCTION IN ORDER TO KEEP IT CURRENT WITH THE POLLUTANT CONTROL BUILDING AND CONSTRUCTION OF A NEW AUTOMOTIVE SERVICE CENTER. OWNER IS RESPONSIBLE FOR ALL PERMIT TERMS AND CONDITIONS. MEASURES UTILIZED AT THE SITE. A SITE MAP SHALL BE UTILIZED TO SHOW THE "'' • LOCATION OF ALL STORM WATER CONTROLS AND SHALL BE MADE PART OF THIS ciii' CONSTRUCTION WILL INCLUDE EROSION CONTROL, DEMOLITION OF EXISTING OPERATOR SWPPP. AMENDMENT SHALL INCLUDE RECOMMENDATIONS AS NOTED IN THE BUILDING, MILLING AND STOCKPILING OF EXISTING PAVEMENT AND BASE COURSE, DUSTIN RASSBACH INSPECTION LOG. _ va SITE GRADING FOR DRIVES AND PARKING, SITE GRADING FOR OPEN SPACES, °J DERRICK BUILDING SOLUTIONS `o INCLUDING DITCHES AND RAIN GARDENS, SITE UTILITY INSTALLATION, PAVING AND 1 - .o 1 HWY 65 FINAL STABILIZATION METHODS 2 FINAL SITE STABILIZATION. ' I e g In NEW RICHMOND, WI 54017 FINAL STABILIZATION METHODS ARE SHOWN ON THE CONSTRUCTION PLANS. P. ill 1 ;3 POTENTIAL FOR DISCHARGE OF SEDIMENT AND /OR OTHER POLLUTANTS OPERATOR IS RESPONSIBLE FOR CONSTRUCTION ACTIVITY REQUIREMENTS AND CONSTRUCTION PHASE POLLUTANT SOURCES ANTICIPATED AT THE SITE ARE NOT. OPERATOR IS RESPONSIBLE FOR ADDING AS NECESSARY ENVIRONMENTAL, HISTORICAL, ARCHEOLOGICAL, AND RARE SPECIES 5 S WHO HAVE MAJOR CONSTRUCTION LAND DISTURBING NONE IDENTIFIED OR ANTICIPATED m _ 1 o DISTURBED SOILS, VEHICLE FUELS AND LUBRICANTS, CHEMICALS ASSOCIATED WITH t € 5 s' U ACTIVITIES. g liz w 3 BUILDING CONSTRUCTION, AND GENERAL CONSTRUCTION SITE LITTER. CONTROL OF . DRINKING WATER SUPPLY MANAGEMENT AREAS v • THESE SOURCES OF POLLUTANTS IS REQUIRED IN ORDER TO PREVENT TRANSPORT TRAINING REQUIREMENTS SITE IS NOT WITHIN A WELL HEAD PROTECTION AREA El s = i F E • BY STORM WATER. N SWPPP PREPARED BY: MATT HIEB, P.E., AUTH CONSULTING & ASSOCIATES, MNDOT SWPPP IMPLEMENTATION CERTIFIED FOR DESIGN OF SWPPP. RECEIVING WATERS Q SWPPP IMPLEMENTATION: CONTRACTOR SHALL ATTACH TRAINING OF PERSON NO IMPAIRED WATERS HAVE BEEN CURRENTLY IDENTIFIED FOR THE RECEIVING 1— THE GENERAL AND GRADING CONTRACTOR WILL BE CO- PERMITTEE DURING THE o RESPONSIBLE FOR OVERSEEING IMPLEMENTATION OF THE SWPPP. WATERS OR WITHIN ONE MILE DOWNSTREAM OF THE PROJECT. LILY LAKE IS WITHIN 1 w MASS GRADING AND UTILITY INSTALLATION PHASE OF THE PROJECT. AFTER SWPPP INSPECTION: CONTRATOR SHALL ATTACH TRAINING OF PERSON MILE, BUT DRAINAGE IS NOT TO LILY LAKE. z GRADING AND UTILITY INSTALLATION AND SITE STABILIZATION IS COMPLETE RESPONSIBLE FOR INPESCTION OF SITE DURING CONSTRUCTION. IN ADDITION, ALL GRADING CONTRACTOR MAY SUBMIT A MPCA TRANSFER/MODIFICATION FORM TO N (f) THE GENERAL CONTRACTOR FOR SIGNATURE AND SUBMITTAL TO THE MPCA. ONCE INSPECTION LOGS SHALL BE ATTACHED TO THIS SWPPP. ESTIMATED QUANTITIES OF EROSION CONTROL O Z 1 z • BUILDING CONSTRUCTION IS COMPLETE, GENERAL CONTRACTOR SHALL SUBMIT A ROCK ENTRANCE 1 EA O INSTALLATION OF EROSION, SEDIMENT CONTROL BMPS • SILT FENCE 250 LF ~- o MPCA TRANSFER/MODIFICATION FORM TO THE OWNER FOR SIGNATURE AND LLI MAJOR CONSTRUCTION ACTIVITIES THAT ARE SUBJECT TO THE SWPPP ARE SHOWN • EROSION MAT 500 SY _1 z SUBMITTAL TO THE MPCA. BELOW IN THE EXPECTED COMMENCEMENT ORDER. THIS ORDER DOES NOT • INLET PROTECTION 5 EA (O ° d NECESSARILY IMPLY THAT ONE ACTIVITY WILL BE COMPLETE BEFORE THE NEXT ON z LONG TERM O&M OF PERMANENT STORM WATER MANAGEMENT SYSTEM C` C7 = THE GENERAL CONTRACTOR SHALL SUBMIT THE NOT DOCUMENTATION TO THE BEGINS. THIS ORDER MAY BE SUBJECT TO MODIFICATION NECESSARY FOR SITE STORM WATER CALCULATIONS O Z a OWNER AFTER FINAL STABILIZATION IS COMPLETE. THE OWNER SHALL BE CONDITIONS. ALL ACTIVITIES SHALL BE NOTED ON THE SITE MAP WITH START AND APPENDIX A - TITLED STORMWATER MANAGEMENT PLAN. Li RESPONSIBLE FOR ALL FUTURE MAINTENACE OF THE SYSTEM, EXCLUSIVE OF END DATES. >- J vi CONSTRUCTION ENTRANCE PAD ~ 5 _ CONTRACTOR WARRANTY PERIOD. J CO w 2. O Y = El = 1 Q ( ) 1 HEREBY CERTIFY THAT THIS PLAN, LL X SPECIFICATIONS, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT Q 3 SUPERNSION AND THAT I M DULY 2 N REGISTERED PROFESSIONAL A E NGINEER ! L.L_ 1 MINNESOTA. UNDER THE LAWS OF THE STATE OF _ n/ �� / � Z Q O ag MA1THLW D. HIEB '''' ''' DATE.09 /02/11 REG. NO. 26140 SWPPP 8 8