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HomeMy WebLinkAbout2019-01-29 Meeting Attendance & Materials • Meeting Attendance Date: January 29, 2019 @ 10:00 a.m. Application(s)/Subject of Discussion: Menards—Yard Expansion @ 5800 Krueger Lane N. Name Organization Phone Number ❑ Bell, Mike OPH — Fire Marshal ❑ Caruso, Betty OPH — Finance Director 651.439.4439 ❑ Danielson, Lisa OPH —Arborist 651.439.4439 ❑ DeRosier, Brian OPH —Chief of Police 651.439.4723 ❑ Eisinger, Allen OPH — Fire Chief ❑ Hultman, Julie OPH — Building Official 651.439.4439 Johnson, Eric OPH —City Administrator 651.439.4439 ❑ Kegley, Andy OPH — Public Works Director 651.439.4439 Mann, Lee City Engineer -Stantec Consulting Services 651.604.4850 ❑ Pinski, Jennifer OPH — Deputy Clerk 651.439.4439 ❑ Pratt, Andy City Attorney 651.351.2118 - Eckberg, Lammers, Briggs, Wolff&Vierling ❑ Richards, Scott City Planner -The Planning Company 763.231.5840 ❑ Sandstrom, Kevin City Attorney 651.351.2118 - Eckberg, Lammers, Briggs, Wolff&Vierling ❑ Vierling, Mark City Attorney 651.351.2118 - Eckberg, Lammers, Briggs, Wolff&Vierling Julie Hultman From: Tyler Edwards<tedwards@menard-inc.com> Sent: Thursday,January 24,2019 11:54 AM To: Julie Hultman Subject: Menards Gate Expansion Attachments: Menards Oak Park Hts-Express Lane CDs.pdf Follow Up Flag: FollowUp Flag Status: Completed Hi Julie, Menards is at it again with another expansion.We are adding another lane to all of our yard gates.This will allow us to add an automated express lane to our gates for guests to scan a barcode from an online order and get into the yard to pick up their materials without having to wait for the gate guard to let them in.I have attached plans showing the addition on the east side of the existing gate.The lane being added on the east will become the exit lane and the express lane will be installed next to the store.The gate guard will continue to operate the traditional entrance and exit lanes. The canopy of the existing gate will be extended over the new exit lane.Can you tell me if this requires a site plan or planning review or if it is small enough to only require a building permit?If you have questions please let me know. Thank you. Tyler Edwards Real Estate Representative Menard,Inc. 5101 Menard Drive Eau Claire,WI 54703 0:715.876.2143 C:715.579.6699 tedwards@menard-inc.com **CONFIDENTIALITY NOTICE** This communication constitutes an electronic communication within the meaning of the Electronic Privacy Act,18 U.S.C. Section 2510,et.seq.Disclosure of this communication is strictly limited to the intended recipient.This communication and its contents and attachments,if any,are confidential and may contain information that is privileged or otherwise exempt from disclosure under applicable law.Receipt by any person or entity other than the intended recipient does not constitute waiver or loss of the confidential or privileged nature of this communication.Any review,dissemination, copying,resubmission,transfer,or distribution in any form by any person or entity other than the intended recipient is strictly prohibited.If you are not the intended recipient,please notify the sender immediately and delete any and all copies of this communication and any attachments.Failure to abide by these provisions will result in legal and equitable action taken against you,as identified in 18 U.S.C.Sections 2520-21. 1 MENARDS EXPRESS LANE EXPANSION • a ri , a a A i■ LOUCKS EXPRESS LANE EXPANSIONPLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE OAK PARK HEIGHTS M NENVIRONMENTAL 7200 Hemlock Lane,Suite 300 Maple Grove,MN 55369 763.424.5505 www.loucksinc.com CAD[)0501 IFICATION VICINITY MAP em�l� r :w 400 s� ;o eek fks is ultl ons.alutl rN of snegnv m,kirnl9a rrevisiom.edSiane CITY CONTACTS STILLWATER 0 bat BUILDING DEPARTMENT: 10/23/18 Owner Review Site Layout ��/ ---111F`-- JULIE HULTMAN,CHIEF BUILDING OFFICIAL,651.351.1661 11/06/18 Owner Review5lteLayout --- - -- 01/22/19 CD's 60th N,---N 71317: ENGINEERING DEPARTMENT: • /4:1) JT30N Rzow <' LEE MANN(STANTEC),CITY ENGINEER,651.604.4850 .``? s s FIRE DEPARTMENT: N• rB*hR2oWALLEN EISINGER,FIRE CHIEF,651.300.2101 _ r�z NEWCq�w Z 144,(7:1N\--TPR PERMITS REQUIRED hereby�� (^r .—Lprepared by me«weermy ripennnon or repartee's and that 0 sr. 9 zBUILDING PERMIT I em a duly licensed Professional Engineer under me j .2 c' O V laws of the State of Minnesota. PROPOSED SITE a J^' 3 ' z `; y0 LiceA(No. 41352 LOCATION 3 i N. q�l Date 01/22/19 xz 56th `' C N0 i per' NOTE: QUALITY CONTROL fRuv NCONDITIF ANY TIIONSE&THEI PLANS,COES ARISE NTACT THE EN D Davec BeadR No. 16/VJV�2 Pro Project Lead VJV BS ©MNDOT 2� LN, ENGINEER FOR RESOLUTION. Checked By VJV ` 1�i ?��R �� Review Date 01/22/19 o WARNING: co-1 COVER SHEET ii 1 of 1 PARTIAL SURVEY THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL C1-2 DEMOLITION PLAN EXISTING UTILITIES.THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN Cz-1 517E PLAN n C3-1 GRADING&DRAINAGE PLAN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. C8-1 CIVIL DETAILS 2 a THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 a AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND o WIRES,CABLES,CONDUITS,PIPES,MANHOLES,VALVES OR OTHER BURIED a STRUCTURES BEFORE DIGGING.THE CONTRACTOR SHALL REPAIR OR REPLACE u THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. 3 CALL BEFORE YOU DICT Gopher State One Call COVER SHEET TWIN CITY AREA: 651-454-0002 ;I:W TOLL FREE 1-800-252-1166 li CO-1 a Ad. a MENARDS 1:10 20 40 EXPRESS LANE un 11.611111EXPANSION SCALE IN FEET .A ate' A 4,70 D SURVEY LEGEND ., TOSS ELEV a THRESHOLD ®/ CATCH BASIN —'—STORM SEWER • Xs" •aV — TO TOP OF CURB —OD—WOOD FENCE I o ROOF DRAIN . ,ons SPOT ELEVATION CONCRETE CURB o GUARDPOST •, '.4' , `a=" 1• e ..1 CONCRETE <44 .,S" CONIFEROUS TREE Bit CONTOUR A V////EXISTING BUILDING 1 PI PINE n / anonNov- i 1. G' •',yc A •a's' • ■ , LOUCKS ♦Bron PLANNING DESCRIPTION OF PROPERTY SURVEYED CIVIL ENGINEERING m (Per Washington County Tax records) LAND SURVEYING Afy3 y? Part of: LANDSCAPE ARCHITECTURE ..ss.w .s. ENVIRONMENTAL Lot 1,Block 1,BRACKEY 3RD ADDITION.es 7200 Hemlock Lane,Suite 300 A"-' iv 763.424.5505 with the east 6 feet of Outlot A,BRACKEY 3RD ADDITION,except the north 72.16 feet of said east 6 feet. Maple Grove,MN 55369 763.424.5505 www.loucksinc.com And Together with the east 20 feet of the south 40 feet of the north 72.16 feet of said Outlot A. e° 1 SURVEY REPORT aw CADD QUALIFICATION 1. The purpose of this survey is to show partial topography and existing improvements for the requested area of the property.No boundary or <A ,�,1e aR}. .ago A easement work was performed for this survey. .. N.:P ome.ro 2. The address is 5800 Krueger Lane N.,Oak Park Heights,Minnesota 55082. 3. Site Benchmarks:Top Nut Hydrant at the northeast corner of the westerly covered concrete storage area.Elevation-933.20(Assumed Datum) ,, »1-emi .o Threshold of building at southeast corner.Elevation-930.97(Assumed Datum) Ao •°o '� SU SM IITALJRE VIS ION S .a.'' .a 4. Please note that we have not placed a Gopher State One Call for this survey. There may or may not be other utilities serving this site. 09/28/18 SURVEY ISSUED .4 If Therefore extreme caution must be exercised before any excavation takes place on or near this site. Before digging,you are required by law 11/26/18 _.. REV.SCALE -100TM0 ani a»._°'^' h to notify Gopher State One Call at least 48 hours in advance at 651/454-0002. 01/03/19 REV.BORDER SIZE '4,, LL Ra gb.. iui i' .cls'es.?' 01/22/19 REV.APPROX.PL A m w000•Mtt N • fm qk0 "'448''(• o j. • es PPMdOL\IE LOGaON R PROPERTY IE aie =aA W /• y ' .R'; •u� eo_ --8ANan'-,' ' .1' ,• PROFESSIONAL SIGNATURE �10p{�1 • . - IPVo Or c.n'fy tM1at tVs starer PIT e�soo art wes r 'I •'.'b. n wAEE .ma.n.ry i.....d L,na sa,.ey,�,,.d.m.I.ws er . L_——.f_01- .L— �mH ,, y tF. 14/sora qp ) M.L 5 an slowski-PLS / License License No 48988 4`o . ot''Y _'e I Date 09/28/18 oa° ° I QUALITY CONTROL Loucks Project No. 16326A ect MLS �,,,.:__,.,0'` —Na a swio SOLVES �a I Drawn By ad NRS _ �L,L Checked By MLS 7:40, a? ,. • _�'' ( Field Crew WA F }, mly�wT I I o 2 e ,uutuous .1 I D ,, '',..,, ,. V'n4r:',.^,-:, ' IP a D =9 „a.' „..4°' ah AV e' VCR.SHELVES t. OVERHANG-s, I. --�lr� Pa— --1`. -' PARTIAL TOPOGRAPHIC m ',CONCRETE PALL PPPRONNAIILOWER.sVETlle-. SURVEY VETT ' 1OF1 / r A JE NOTE: r IF ANY DISCREPANCIES ARISE BETWEEN FIELD SITE DEMOLITION NOTES II �»' CONDITIONS&THE PLANS,CONTACT THE 1, CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. ENGINEER FOR RESOLUTION. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. MEN"Q"RDS '°r'' 9s a„, EXPRESS LANE 2. CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. • ri 3. REMOVE VEGETATION AND PRIOR TO GRADING. EXPANSION • • !• Oak 1>.: Hely^t,.MN • n (ills..., . • ;y' Menard,Inc. A LEGEND i ':1(1 McWard Drive • FOUND OPEN IRON MONUMENT —X> STORM SEWER aL:(:1,',I c,VJI 54703 _ UNLESS SHOWN OTHERWISE \ / >— SANITARY SEWER n O SET 1/2 INCH X 14 INCH IRON —I— WATERMAIN a� m EXISTINURB&GUTTER TO RLAIN MONUMENT,MARKED'L54s988' ■■ LO U C K�• I —s- SANITARY SEWER SERVICE ■v,K`J �:.fie ly „ / O CATCH BASIN —a— WATER SERVICE B II 4*, \ f (RI STORM MANHOLE -ELE— UNDERGROUND ELECTRIC 8 1� PLANNING • CML ENGINEERING ns, I �, 0 SANITARY MANHOLE —Pg— UNDERGROUND FIBER OPTIC . n �)o}5 \ / LAND SURVEYING I'''- • i 4 HYDRANT —4a5— UNDERGROUND GAS LANDSCAPE ARCHITECTURE ;' ENVIRONMENTAL � % III GATE VALVE —LEL— UNDERGROUND TELEPHONE • i ♦Opp —g.— OVERHEAD UTIUTY 7200 Hemlock Lane,Suite 300 REMOVE TREES W WATER MANHOLE/WELL n „y`1 —oo— CHAINUNKFENCE Maple Grove,MN 55369 • SAW CUT&REMOVE nopa I i O WHT POLE 763.424.5505 EXISTING BITUMINOUS I I . /- 0 POWER POLE CONCRETE CURB www.loucksinccom 1 ,41 // m RETAINING WALL ELECTRIC METER ® GAS METER I''` I CONCRETE PROTECT EXISTING A 4 031. ��- ----•pb 'a "�'�'”-'II 1 . m TELEPHONE PEDESTAL . :// ',j NO PARKING UTILITIES&STRUCTURES m •...... / ''.4 ,, y3l'yy"' n I REMOVE CARR&GUTTER. v SIGN 'I IYI %/ EXISTING BUILDING G 4 I„ i O PARKING STALL COUNT " ` CONTOUR CADD QUALIFICATION \ .n.oi :�.. .. .'i I ..- ea72.5 SPOT ELEVA11ON `EXISTING BIT • ' I DISABLED PARKING STALLoh`+ O I. 1 C- ,---,'-',-,---Yr' TREE UNE on of other M ce•.ol. TO REMAIN i I Ol •••,.., °; ' „ is PROTECT TREE SCHEDULE B NUMBERS CONIFEROUS TREE mdunP ,pA+� d ', ••-.o I I (,.... H PINE ^4 e� T (-0611110 eR0' r,sif ; DECIDUOUS TREEor detectors and MotM Con.JwMw. party yJM ..J tn^ 4R I $ 1 Y i= v AS ASH PROTECT EXISTING GUARD SHACK& •,� • p' - �..� ,J�`� , u. MAPLE MAINTAIN ACCESS DURING CONSTRUCTION �'Cq./ - d' �`� 10 s m TREE IGEN) 10/23/18 Own ReviewSite Layout _ .�i 'I --PAPa01•IA1ELAXAIM a PROPERTY UK 11/06/18 Owner Review Site Layout ------•:-A `e i all ^. r1�;ap, ,'` IMM wpm i 01/22/19 _.. CD's 1 ar __may J•tl''. 1;1 I 'REMOVE TREE I I • . . Rri �� I CONSTRUCTION LIMITS I LEGEND r. 0I � u_ �' ,° 9 `''.c L:t.<,I ......1,11......11.11.1,.....11• REMOVE EXISTING FENCE& ,,r0 a &ii ; I CONCRETE CURB&GUTTER PROFESSIONAL SIGNATURE .6:I''' / �i►� I -/////////////////////I//' REMOVE EXISTING IhP..I+/°er ymamtph,8P.rs.or,.P°rtems s.' '�, • e • „ I pmpared by me or under my dime,eugmon end that • • MEM '4 OA„.�'' ." �a�a, 1 UNDERGROUND UTILITIES lawn of State of Min . UM g wit \\ I am a duly Userwd Professional Engineer under the .'+*' 1 ne.ota � `II�' 1 Q REMOVE EXISTING HYDRANT - 7J� spa o� ��,, II • Lice No. � 41352 N :':if, +'�„—� STORAGE EHVEs ,�, 1 :�e�s Data 01/22/19 OVERHANG- c WALL& ENC(ASCONCRETE, t;��•• 1 <' WALL&FENCE AS SHOWN. REMOVE EXISTING CONCRETE QUALITY CONTROL �►�” „.y> . EXISTING BIT spa '1 1 1�•• or. „ TO REMAIN ��I, I Loucks LeaProject No. 16326 e-A I REMOVE EXISTING BITUMINOUS Project Lead VJV • m BITUMINOUS 4 : ' I Drawn By WBS 4 1,, I Checked By VJV P 1. REMOVE EXISTING TREES Review Date 01/22/19 I : ep`P4_..771; • �, I 0 at, .011 �; I a N • • DISTURBED AREA/LIMITS it ® �e <V •0. , .`�> .° • s; OF CONSTRUCTION 1 of11 PARTTIIAL SURVEY 1 • ' / R EII„ I C1-j DEMOLITION PLAN C2-1 SITE PLAN —9Xtrecot s, /".".• EXISTING THICKENED CONCRETE& Spin, ' i C3-1 GRADING&DRAINAGE PLAN J av-.2u, FENCEETTO REMAIN. SkitI WARNING C8-1 CIVIL DETAILS Q „ ,tea�ey; • THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR a07:0.42.2- '.t; I LOCATIONS OF ALL EXISTING UTILITIES.THEY SHALL COOPERATE WITH o � 9 .5 itt „ \li •f' I ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR ��: I RELOCATION OF LINES. 3 -Cr`�, -e---- • _~i,.r•_, 1,4i .. _ ._. co P e. s' - Tom< "ate '• I THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT • , " • 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS °°^C°Lr-e••• — OF ALL UNDERGROUND WIRES,CABLES,CONDUITS,PIPES,MANHOLES, 3 egg.lt ow vw CA PROPERTY PER.APPRIa VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING.THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED Z I\ DURING CONSTRUCTION AT NO COST TO THE OWNER. • DEMOLITION m o 20 ao CALL BEFORE YOU as PLAN $ SCALE IN FEET Gopher State One Call n/ o viii,Immelml TWINL CITYREAREA: -252-1166 C 2 TOLL FREE: I-600-252-1166 s LEGEND • LXISIING PROPOSED MENARDS �• CATCH BASIN •■ EXPRESS LANE / STORM MANHOLE 0 20 EXPANSION 1 FLARED END SECTION • ° SANITARY MANHOLE% SCALE IN FEET�, C HYDRANT • OaA l',;A Heights.MN • 1 GATE VALVE N / 0 POST INDICATOR VALVE em d B? WATER MANHOLE/WELL • NOTE: LIGHT POLE ✓M SEE MENARDS PLANS TITLED"2017 ACCESSORY - c POWER POLE DETAILS BUILDING ADDITION"FOR ADDITIONAL tU ELECTRIC METER j, MEET&MATCH EXISTING CURB&GUTTER % GAS METER NOTE: M BOBYC� Inc. j . m 0 TELEPHONE PEDESTAL- SIGN a IF ANY DISCREPANCIES ARISE BETWEEN FIELD ' :;1 BENCHMARK CONTACT THE OENGINEER FOR PLANS,NS&THE 48.8 / �i aMr RESOLUTION. 9 Q9e SOIL BORING � 11.1 Menard Dr * / A Y► E Ci.re,WI 54703 E Cel PARKING STALL COUNT T ..N ACCESSIBLE PARKING STALL ti MEET&MATCH EXISTING j. I r9 \\ -5.9 --- STORM SEWER ■■ LO U CKS BITUMINOUS WITH NEW.0...,......„................_____________ -- DRAINTILE , BITUMINOUS PAVEMENT F __ __1 ���� -� - SEE DETAIL ON CS-1 CIVIL ENGINEERING NEW BITUMINOUS PAVEMENT --- SANITARY SEWER —�— PLANNING • - j' ___ FORCEMAIN —yIH— LANDSURVEYING • WATERMAIN —I— LANDSCAPE ARCHITECTURE �rSANITARY SEWER SERVICE —�-- ENVIRONMENTAL / - NEW CURB&GUTTER / a \ SEE DETAIL ON C8-1 „---- WATER SERVICE —I—I�. 7200 Hemlock Lane,Suite 300 • EXISTING BIT -,E UNDERGROUND ELECTRIC —EEE— Maple Grove,MN 55369 •.�• 0 TO REMAIN 763.424.5505 NEW EXPRESS LANE& o UNDERGROUND FIBER OPTIC _,o www.loucksinc.com CANOPY PER MENARDS /°' f - - UNDERGROUND GAS css -a° r -- - 1 - UNDERGROUND TELEPHONE —TEE— / r �� OVERHEAD UTILITY Oil / ° I —x—'— FENCE NFA Ea511N0 GUANO S 1 , jI X166 o CHAIN LINK FENCE S S CADD OOUALIFICATION CONCRETE CURB m° +• ��o e wl.e j- 4-v0oo nxcE j pa-• ... lnx o PROPERTY UNE �� RETAINING WALLon ��ss''�� an MAPPING cw other .ed d oppro.1 I,11,e d• • aL ctrt m_=-7 ` CONCRETE I C.,.,a� h w N •• L , �"p IL - P7TTTT/-J NO PARKING I tarnoeo .�14f < 21 Sa i 1 BUILDING y I j- I • sox•!:----c"1"..- ` 1 '.4 r \-..a ,-, CONTOUR - `912 ' a w� ,•a uw..um.. / °, NEW CONCRETE PAD. SURMITTAUREVISIONS SPOT ELEVATION x972.5 ��. MATCH EXISTING PAD SECTION. j I �= - --x� .TE .r+� 1 -'=�- DIRECTION OF FLOW 1. 10/23/18 OwnerReview Site Layout ^ i•_ �2A 11/06/18 Owner Review Site Layout 50.3 TREE LINE "�-�'�'`� 01/22/19 CD's --- -�_1 ;�.• - CONSTRUCTION UMITS PARKING SETBACK LINE —MK— , BUILDING SETBACK LINE a. NEW BITUMINOUS PAVEMENT e ..i SEE DETAIL ON C8-1 - I L 1 ( r 1 I SITE NOTES STORAGE SHELVES MTH OVEaPNG-- _`-f__?II I. ALL PAVING,CONCRETE CURB,GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED PROFESSIONAL SIGNATURE _.. MEET&MATCH EXISTING N- 1 IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S)AND STATE/LOCAL BITUMINOUS WITH NEW I L JURISDICTION REQUIREMENTS. Ihereby certify that des plan.w•dr<nlon or mood w•.pr•P.r•d by m•or under mr death M, dae p.n;.bn and BITUMINOUS PAVEMENT------.! I•m•duly Iheeed Profersland Engineer under the • NEW THICKENED CONCRETE 2. ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA I• of the stat.of Minnesota • .-8I Ism FOR RACKING,WALL&FENCE STANDARDS AND LOCAL/STATE REQUIREMENTS. BITUMINOUS SEE DETAIL ON C8-1 vwki \ 3. ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. LiceeN 41352 `EXISTING BIT Date 01/22/19 u TO REMAIN- 4. ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. X QUALITY CONTROL L-S1 +--'4. ~ 5. TYPICAL FULL SIZED PARKING STALL IS 9'X 18'UNLESS OTHERWISE NOTED. Loucks Project No. 16326 ri6. ALL CURB RADII SHALL BE 5.0'UNLESS OTHERWISE NOTED. Project Lead VJVDrawn By WBS A I 7. BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE Checked By VJV N ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND Review Date 01/22/19 '11SIDEWALKS. e.« `--�. tCO-1 COVER SHEET 47 °% J. I MEET&MATCH EXISTING 8. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING. RVEY r _ ~ .Ja THICKENED CONCRETE 1 1-o 1 PARTIAL NSPLAN CALL BEFORE YOU DIGI C1-2 DEMOLITION PLAN '^ e ' _ _ FOR RACKING,WALL&FENCE C2-1 SITE PLAN ' ' J ,-T Gopher State One Call C31 GRADING&DRAINAGE PIAN ----- 1_ SITE DATA C8-1 CIVIL DETAILS g • 0 TWIN CITY AREA 651-454-0002 m 0000rroc WALL TOLL FREE: 1-800-252-1166 CONSTRUCTION LIMITS/APPROXIMATE DISTURBED AREAS 6,280 SF C A P1i0i4MA1E L050150 Of PROPERTY UNEcw EXISTING IMPERVIOUS AREA 4,491 SF r - o cm NAPPING_ PROPOSED IMPERVIOUS AREA 4,908 SF 0 v \ WARNING THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LEGEND LOCATIONS OF ALL EXISTING UTILITIES.THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR HEAVYDUTY BITUMINOUS PAVEMENT RELOCATION OF LINES. a THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS NEW CONCRETE PAVEMENT OF ALL UNDERGROUND WIRES,CABLES,CONDUITS,PIPES,MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING.THE SITE PLAN CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED , • DISTURBED AREA/CONSTRUCTION DURING CONSTRUCTION AT NO COST TO THE OWNER. LIMITS LS C2-1 ' / LEGEND • �I / EXISTING PROPOSED 9! 4T} CATCH BASIN Qom` STORM MANHOLE ®� MENARDS {/ ' 3 pi CALL BEFORE YOU Olq 1 FLARED END SECTION •o EXPRESS LANE as '', SANITARY MANHOLE • 0iimi20 40 /, D 1 Gopher State One Call HYDRANT i EXPANSION TWIN CITY AREA: 851-454-0002 • / n 44 1 TOLL FREE I-800-252-1168 `I GATE VALVE Me` ice' VPOST INDICATOR VALVE SCALE IN FEET / WARNING Ss WATER MANHOLE/WELL • -%<Pek Park Heights,MN' •,,,I, 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR q LIGHT POLE •_ Io LOCATIONS OF ALL EXISTING UTILITIES.THEY SHALL COOPERATE WITH P POWER POLE r j ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ELECTRIC METER jc,r GAS METER THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT • r TELEPHONE PEDESTAL 56B 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS 4 p OF ALL UNDERGROUND WIRES,CABLES,CONDUITS,PIPES,MANHOLES, q VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING.THE 1 a a SIGN BENCHMARK o, CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED �9a_ SOIL BORING Q �• ^ DURING CONSTRUCTION AT NO COST TO THE OWNER. i2 j PARKING STALL COUNT O2 rACCESSIBLE PARKING STALL /^a \ / - -- STORM SEWER - URAINTILE -u�T- If 111 ♦: l�' m I MEET MATCH E1r1 / SANITARY SEWER �- II IN �O I I �C STING v J IX-30.•„ 5URBE GUTTER / FORCEMAIN -nE- • IX-20% h ♦'9' \ 303 ____ i .._. WATERMAIN -I- PLANNING _ 11, . `• �•, \ / SANITARY SEWER SERVICE -4- CIVIL ENGINEERING LAND SURVEYING MEET&MATCH EXISTING / ^ k",y -.- .-- WATER SERVICE -1-1 BITUMINOUS 6 . ,Aa LANDSCAPE ARCHITECTURE j1 I \ ; --,,r---- UNDERGROUND ELECTRIC -ow- ENVIRONMENTAL - F _� 0 -`0 -- 7200 Hemlock Lane,Suite 300 UNDERGROUND FIBER OPTIC �o- EX-30.8 I S -----+,^---- UNDERGROUND GAS ces Maple Grove,MN 55369 ^n�' X7.27% ° 763.424.5505 • • EXj.g - I �""ooyy��3.1.5 /' UNDERGROUND TELEPHONE -t>Eti- www.loucksinc.com """ L I 4I OVERHEAD UTILITY a, � • a IX-30. �1�' / n o FENCE N N • ❑ 1 9a ss l. , - CHAIN LINK FENCE / I CONCRETE CURB a o 1 ; RETAINING WALL CADD QUALIFICATION • 1101.,.,IX.30.7E31. -__-- CONCRETE / 3.10%1 or-- ��l•� I 93i // ///' NO PARKING r/7/-___. !%J rh°Me n AM drawing fies lo. �/ `�,�y,�- 1 fI i'1/4.4 / // /; BUILDING •a °apms 1 1 / u / \_e1 CONTOUR -972 ' c A N sNel �, I ' DI SPOOTTIO ELEVATION x972.5 j.., r ` TW-932.0 1.0% I rc CW-931.06 w ,r- CN- fl-'.rl SUBMITTAL/REVISIONS y TREE LINE N°U°m3cE a ,▪ M• TW-932.8 j I gar,' 1 V.V.X 31/•�, •C c 1 n o GW-931.03 ,_ 1L Leaawx a mem UNE PARKING SETBACK LINE -AUL- 10/23/18 Owner Review Site Layout /e'9. oda / w(. RTE F �f PER RIWxa i BUILDING SETBACK LINE -Bsx- 101/22/19 Owner Review Site Layout a • MEET&MATCH EXISTING j.,.• /s/ 9•&° ~ a CONCRETE / toc w „n TW.932.4 . / 1 910.x. . a U•N - •a• K•*6/ /" 1 \ NOTE: _. �' ,,Ca a 1 j� \ SEE MENARDS PLANS TITLED 02017 ACCESSORY a •,•' I, 3A, a IX-30..: • .,',111LR BUILDING ADDITION"FOR ADDITIONAL DETAILS /a� •• 1 .. 1W-932.2 PROFESSIONAL SIGNATURE I hereby certify Met this plan,Nmainoabon o,report.« ///////////////////////////////////////////////�//�/�'p.,. s / - GW-931.06 NOTE: prepared by ma or under my direct supermen and w, • ame e p 93' %fie -. / IF ANY DISCREPANCIES ARISE BETWEEN FIELD I am a d"ys Gemmed Professional enpmer under the .aaa / lave of dm Mate of Minnesota.. gl CONDITIONS&THE PLANS,CONTACT THE • EX-30. I - ENGINEER FOR RESOLUTION. o ty w�i 'a • Lice a No. 41352 STORAGE SHELVESDate 01/22/19 u MEET&MATCH EXISTING BITUMINOUS '1- GRADING,DRAINAGE&EROSION CONTROL NOTES- QUALITY CONTROL X gi INSTALL INLET PROTECTION .� a"�� XI 1. SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES,GUTTER/FLOW LINE,FACE OF BUILDING, Loucks Project No. 16326 AT NEAREST DOWNSTREAM CB L OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. Project Lead VJV a; C I 2. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET.ALL CATCH BASINS Drawn By WBS BITUMINOUS I' IN GUTTERS SHALL BE SUMPED 0.16 FEET.RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT Checked By VJV g EX-30.6 ^e - SUMPED ELEVATIONS. Q Review Date 01/22/19 -EL 3. FOR SITE RETAINING WALLS'1W E EQUALS SURFACE GRADE AT TOP BACK OF WALL(NOT TOP OF s \ IR WALL,"GNPEQUALS SURFACE GRADE AT WALL GRADE TRANSITION,AND'BW EQUALS SURFACE \` f (Av,nr,;L ' GRADE AT BOTTOM FACE OF WALL(NOT BOTTOM OF BURIED WALL COURSES). eCI / `e 1 e��EX-30.65X 30.73 ° � VS- 0 4. STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND CO-1 COVER SHEET ".80 BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS.A REGULAR SWEEPING SCHEDULE 1 of 1 PARTIAL SURVEY / MUST BE ESTABLISHED. C2-2 DEMOLITION PLAN L 5. DUST MUST BE ADEQUATELY CONTROLLED. C2-1 SITE PLAN N I {P 6. SEE UTILITY PLAN FOR WATER,STORM AND SANITARY SEWER INFORMATION. C3-1 GRADING&DRAINAGE PLAN m -a / C8-1 CIVIL DETAILS .+�� ' I 7. SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. s , • o STORAGE OVERHANG-,, I 1 fil EX-305• af/ >: . EROSION CONTROL LEGEND g ° a�•' TW-932.4 •afe ///IIIJJJ .� _ru-fir. r r r • '38.' GW-930.56 ,-"' INLET PROTECTION s ca+wETE WALL / SF SILT FENCE 3 KPRp01AlF laceTarl a pagan lac /' PER aN'9aa-y i aa MEET&MA H EXISTING DISTURBED AREN CONSTRUCTION LIMITS GRADING & N,°'i,c""� cTFLECN°F DRAINAGE S / HEAVY DUTY BITUMINOUS PAVEMENT I PLAN E , e ....933- -.. .... -1 1 MENARDS EXPRESS LANE DEFLECTOR PLATE EXPANSION OVERFLOW 1-CENTER OF FILTER ASSEMBLY // OF CURB B0%OW 2-TOP ..A - x,'• : NOTES: 1. PLACE BOTTOM EDGE OF FENCE INTO 6 IN DEEP TRENCH �. ' AND BACKFILL IMMEDIATELY. —PAVEMENT SECTION VARIES //?I\ m 2. POSTS SHALL BE: SEE PAVEMENT SECTION DETAIL • BIN MAX.SPACING. • 2IN%21N HARDWOOD.OR STANDARD STEEL T-TYPE �i�\�� CURB FENCE POSTS. • 5'MIN.LENGTH POSTS,DRIVEN 2 FT INTO THE SLOPE GUTTER 10 OT '.� GROUND. MATCH PARKING LOT 3"RA a. ?RAD. 3. ATTACH FABRIC TO WOOD INCH LONG STAPLES. POST WITH A MIN.OF 5,1 DRAINAGE ��(// 4. ATTACH FABRIC TO STEEL POST WITH A MIN.OF 3 ZIP TIES (TTE PER FT.AS RE TIPHIGH-FLOW IN TOP&INCHES OF FABRIC. GUTTER OUT REQ'D INLET PROTECTION CU44)". // • 1 tl AND GUTTER MODEL - 3/8•LP - FINISHED GRADE -�r.....�� 3'RA a. D.: 6• GEOTE%TTLE FABRIC HIGH-FLOW • T. PER MNDOT 3886 41,030/2.BIT.WEAR COURSE, FABRIC ����/ • 3sallk____ T236DSPWEAzaoe 2'X3'SEDIMENT CONTROL BARRIER • ����r , • 11 . 1 . 1 . 1 . 1 litt GEOTTXTILE • e e 4 r • • •.• • • • -" TACK COAT,MN/DOT 2357 - FABRIC PER AGG BA • • 1' MNDOT3886 VA IES •••••1 !• • • • • • •-e • t�//�//�'�'/� '\'e'..,„/\//\I IP • • • ]• • • • •, i e e TI, e • • e' • \//\,/\//\'\�\//�//\//\�/\G\�\G` )•BIT.NON-WEAR COURSE, POLYESTER a \>\ — \\ 1 %11�!• • •.,,•„•.e • • R.'.• •,�M•:VAT-T�5 `//\\//\\//\//\//\�\�\//\//\\'/O/ MWD T236(ISARCOU0B SLEEVE FILTER - 1 6e MIN Of 4•AGG.BASE MINIMUM 1' /��'\\//�//\////�//\//\//� �� ASSEMBLYi. II,II, LO U C K$ NDER CURB(IF TOTAL BEHIND BACK \/\�\/��/\//\//��\/ �� • HICKNESS OF SECTION \ /�/�� OF CURB tY ACC.BASE,CLASS 50R Z MN/DOT 3138 ALLOWS) %/% MANHOLE PLANNING '' COVER ASSEMBLY CIVIL ENGINEERING 6' A 8• SURFACE COMPACTION LAND SURVEYING STANDARD GLITTER ��� �i' - LANDSCAPE ARCHITECTURE � ENVIRONMENTAL �/ '� 7200 Hemlock Lane,Suite 300 CURB SPECIFICATION NOTES: PAVEMENT SECTION BASED ON DESIGN Maple Grove,MN 55369 TypE 'A' 1. UPON COMPLETION,CURBING SHOULD BE SPRAYEDWTTHA FROM MENARDS PREVIOUS CIVIL Pe MEMBRANE CURING COMPOUND PER MNDOT 3]54. 763.424.5505 e612 121 2. EXPANSION JOINTS AT MAX.SPACING OF 200'. DRAWINGS www.loucksinccom B618 18• 3. CONSTRUCT INACCORDANCE WITH MNDOT2531. (MATCH EXISTING) 27”SEDIMENT CONTROL BARRIER 0624 24• WIMCO ROAD DRAIN,OR APPROVED EQUAL LOUCKS PUTF NO. PLATE NO. L CKSPUI'F NO. SILT FENCE 3000 66 STYLE CONCRETE Lou20 No. HEAVY DUTY BITUMINOUS Lou 2030 INLET PROTECTION- 3010 PRE-ASSEMBLED OR MACHINE SLICED DRAWN moa CURB AND GUTTER DRAWN I/2014 PAVEMENT SECTION DRAWN I/2010 EXISTING STORM STRUCTURES DRAWN 12/2013 CADD QUALIFICATION CAM ares prepared by me Consultant roe the Oro,.re te5fruments of the Consultant pal s. w coley vetn respect to thisu fl...,6 not he used on other projects.or addn om w Nu prom,o,for completion eect br others« oval by the • .sulta°hrow perootted to Walt,copies ohra, a�.lumdng information and reference Al intentional or unintentional revisions,additions,or deletions to these CADD flea shall b •ddlio aspenhdd N.lna a�J'mdommly Consultant wnany Pfeil mWonaPrt' b "a.claims, fabillhiea SUBMITTAL/REVISIONS FINISHED GRADE 7'-7° 10/23/18 Owner Review Site Layout 11/06/18 Owner Review Site Layout 8° 4'-1° 1'-0° 01/22/19 CD's ]'CONCRETE MN/DOT SPEC.2301 #5®12”O.C. .... t��rw [e�_ 142x4 1e . 1IN14 1'-0" C l ' YARD PAVEMENT MIN."I �- IAT1TN-=j=11.....-E= 1i=ii - I1° j • 4.-,°:-.I..- S • / 8•COMPACTED AGGREGATE BASE CL 5 OR 2 MN/DOT 3138 l� 1Xv PROFESSIONAL SIGNATURE APPROVED SUBGRADE • .411-1(``\ • -••a ear I hereby certify that this plan,specification or report was -Iii4 I I prepared by me or under 1I.diem super Talon and that I �.� I am a duly Licensed Professlwd Engineer under the NO EXPANSION BOARD OR FOAM. •;i41' n II n- -� levee of the Smn of Minnesota. ..�+a�7rm.ar CONCRETE SECTION BASED ON MENARDS POUR CONCRETE TO CONCRETE '%l..% PREVIOUS CIVIL PLANS #5 0 12"O.C. (5)#5 CONT. Nitl 1'-0" Lice a No. 41352 B"(CA-8) Date 01/22/19 6 NOTES: GRANULAR SUBBASE QUALITY CONTROL K 1. CONCRETE SHOULD BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS TO ASSIST IN CONTROLLING CRACKING NQj. Loucks Project No. 16326 "h FROM DRYING SHRINKAGE AND THERMAL CHANGES. CONTROL JOINTS 0 B FT.O.C. 2. SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED EXPANSION JOINTS AND 48 FT.O.C. Project Lead VJV V FOR EACH 225 SQUARE FEET OF AREA OR LESS(15 FEET BY 15 FEET). Drawn By WBS A 3. SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE 3/4°0 DOWELS FT.O.C.REQUIRED•EXPANSION JOINTS Checked By VJV E FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. Review Date 01/22/19 a 31\1 THICKENED SLAB SECTION ' L K,pl.aF.uo. 1 —05"l SCALE: 1/2"= 1'-O" CO-1 COVER SHEET LC HEAVY DUTY CONCRETE 777""" SURVEY 0 2033 C1-2 1 PARTIAL DEMOLITIONNPLAN PAVEMENT SECTION C2-1 SITE-PLAN 3 DRAWN I/2014 C3.1 GRADING&DRAINAGE PLAN J _ C8-1 CIVIL DETAILS u 'a 0 . 0 O O Q V 0 V al ••E DETAIL SHEET O C8-1 1