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HomeMy WebLinkAbout2006-004 - 6901 Brooklyn Blvd FULL PACKETTHE SHOPS AT 69TH° RETAIL DEVELOPMENT BROOKLYN BLVD. AND 69TH AVENUE N. BROOKLYN CENTER, MINNESOTA I APPLICABLE CODES BUILDING CODE. IBC 2003 WITH LOCAL 7)AENTS Arl ZONING CODE. CITY OF BROOKLYN CENTER SHEET INDEX COVER C1.0 EXISTING CONDITIONS C2.0 PRELIMINARY SITE & UTILITY PLAN C3.0 PRELIMINARY GRADING & EROSION CONTROL PLAN C4.0 PRELIMINARY SITE DETAILS L1.0 PRELIMINARY LANDSCAPE PLAN SL1.0 PRELIMINARY SITE LIGHTING PLAN A0.1 SITE PLAN A2.1 ELEVATIONS 91 13 01 9 13 91 91 T H E G PR 0 U P ARCHITECTS 338 North Milwaukee St. Suite 503 Milwaukee, WI 53202 A 14223.3330 414:223.3340 fax www.albionarch.com © THE AL81ON GROUP, INC. ALL RIGHTS RESERVED Qo Qog e Z 00 oo� SITE DATA - BROOKLYN CENTER EXISTING ZONING = C2 (COMMERCE DISTRICT) TOTAL SITE AREA 25,414 SF (.58 ACRES) TOTAL BUILDING AREA 4,000 SF BUILDING SETBACKS _ FRONT 35 FEET REAR 40 FEET SIDE INTERIOR 10 FEET SIDE CORNER 25 FEET PARKING REQUIREMENTS REQUIRED PARKING SPACES 5.5 SPACES PER 1,000 SF OF GROSS FLOOR AREA 22 SPACES TOTAL SPACES REQUIRED 22 SPACES PARKING SPACES PROPOSED 22 SPACES TOTAL PARKING SPACES PROPOSED 22 SPACES �i XP��—I \ \ \V ... \ \0 \Q \o Ae I v)�t% C�" \ \ \•• �` ORDER \ ` \ \�•` �� BOARD 22 PARKING SPACES v o PROPOSED'v ` RETAIL BLD I I \ \ \\ \ \ t PICK-UP \ '•�� \'� '\ \ +1� WNDOW I-'Dq NOT \ uI ET-E.R-. .._..__.._.._........ .... ,......................... ._.._.._.._.. i ONE WAY � CD u 1IX3 I: --- o------------------ -------------- !------ -- -- ------ \ T0. WALL , .,, 122'_0^ P T.O. WALL i 18'-0— FI NFI N. F� Ioo'-o" NORTHEAST ELEVATION SOUTHEAST ELEVATION T.O. WALL EL: 117'-0" SOUTHWEST ELEVATION h T 0 YlALL h T0. 111111E � EL; IIB'-0-0" llN. FLOOR NORTHWEST ELEVATION ELEVATION KEYED NOTES: (D PRE -FORMED ALUMINUM CORNICE - BLACK O PRE -FORMED ALUMINUM PARAPET COPING - BLACK O PRE -FORMED ALUMINUM PARAPET COPING - MILL FINISH O 4 X 8 INCH BRICK SOLDIER COURSE - RED 0 4 X 8 INCH BRICK PILASTER - RED O 4 X 8 INCH FIELD BRICK - RED OANODIZED ALUMINUM STOREFRONT SYSTEM WTH INSULAT ALUMINUM PANELS - BLACK O PERGOLA PROJECTING FROM BUILDING - BLACK O ANODIZED ALUMINUM STOREFRONT Io SMOOTH FINISH CMU - LIMESTONE COLOR O HOLLOW METAL DOOR AND FRAME 0 CMU PAINTED - MATCH FIELD BRICK COLOR T H E U RR 0 R 0 U P ARCHITECTS 338 North Milwaukee St. Suite 503 Milwaukee, WI 53202 414.223.3330 414.223.3340 fax www.albionarch.com © iRfc ALS WN GRGUPWC ALl RIGMS RESERVE➢ THE SHOPS AT 69TH BROOKLYN BOULEVARD & 69TH AVENUE BROOKLYN CENTER MINNESOTA U) Z O H W J W REVISIONS DATE 04/13/06 PROJECT NO. 0597-00 SHEET A2.1 0 20M ati PLANT SCHEDULE CODE QTY COMMON NAME/LATIN NAME SIZE ROOT REMARKS PLANT TYPE A 4 SWAMP WHITE OAK 2.5 B&B STRAIGHT LEADER DECIDUOUS Quercus bicolor CAL. AND FULL CROWN OVERSTORY TREES B 1 BLACKHILLS SPRUCE 6 B&B FULL FORM Picea lauco densata HT. TO GRADE CONIFEROUS C 2 SCOTCH PINE 6 B&B FULL FORM OVERSTORY TREES Pinus svivestris HT. TO GRADE D 4 SPRING SNOW CRABAPPLE 7-5 B&B TREE FORM DECIDUOUS Mal us 'S rin Snow' CAL. I AND FULL CROWN ORNIMENTAL TREES 2 DWARF BURNING BUSH 5 CONT. PLANT 5-0 O.C. IN Euon us olatus 'Com octus' MASS OR AS SHOWN � SHRUBS 12 IVORY HALO DOGWOOD 5 CONT. PLANT 5�0O.CINDECIDUOUS Cornus alba 'Bailholo' MASS OR AS SHOWN PHE 15 ENDLESS SUMMER HYDRANGEA #5 CONT. PLANT 3 -0 O.C. IN Hydrangea macro h to 'Endless Summer MASS OR AS SHOWN 15 TECHNEY ARBORVITAE Thula occidentolis 'Techne ' #5 CONT, PLANT 5 -0 O.C. IN MASS OR -ASSHOWNI EVERGREEN SHRUBS NOTE: THE ABOVE LANDSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE LANDSCAPE CONTRACTOR, THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH LANDSCAPE PLAN. 3 \ \ \�4, \ H G 8 \ 2 EMPLOYE ING \\ 12�4`�. . 3 \4 \ O� 3 �Q v . 22 PARKING SPACES 2�'� A 4 < I` \\ H PROPOSED \ \ \ \L • / D1 \ \ RETAIL BLDG 3,700 S.F. G 6 NOT �a d ENTER WAY 3 E ID 2 NUIU -tea-- - - -- - ----- -- --� UN r — TS Y^' q 4•/ F 3 G € 3 R j M �69TH 1. AVENUE NORTH \ \ P 1 / d <'�,.I. mom. \ ° ,.•..I. <WD a 'S -7r-a+"^'^W wl�•=' (HCSAH NO. 130, PLAT 27) (Per Document No. 1146929) Cell 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN, Toll Free 1-800-252-1166 LANDSCAPE NOTES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF LANDSCAPE INSTALLATIONS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. REFER TO LANDSCAPE DETAIL SHEET LLI FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND PLANTING DETAILS. REFER TO UTILITY PLAN FOR U71LITY LOCATIONS. REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL AREAS. REFER TO SITE PLAN FOR DIMENSIONING. THE OWNER RESERVES THE RIGHT TO INCREASE THE NET QUANTITIES OF LANDSCAPE UNITS, USE LARGER UNIT SIZES, OR VARY THE SPECIES ACCORDING TO AVAILABILITY AT THE TIME OF PLANTING PER THE LANDSCAPE ARCHITECTS WRITTEN APPROVAL. ALL LANDSCAPED AREAS TO RECEIVE SOD EXCEPT WHERE NOTED OTHERWISE. SOD SHALL BE LAID OUT PARALLEL TO CONTOURS AND HAVE STAGGERED JOINTS. ALL PARKING LOT ISLANDS SHALL RECEIVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC EXCEPT WHERE SOD IS INDICATED. ALL SHRUB PLANTING AREAS SHALL RECEIVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC WITH A POLY EDGER. ALL PLANT MATERIAL AND PARKING LOT ISLANDS SHALL BE IRRIGATED. PROVIDE PVC SLEEVES UNDER DRIVES FOR IRRIGATION PIPING AND ELECTRIC POWER. LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE IRRIGATION PLAN TO THE LANDSCAPE ARCHITECT FOR APPROVAL. 6" MIN. DEPTH OF TOPSOIL TO BE USED IN ALL PLANTING AREAS. MIXTURE SHALL NOT CONTAIN MORE THAN 35% SAND MIXTURE. ALL TREES SHALL BE WRAPPED WITH FIRST -QUALITY HEAVY, WATERPROOF CREPE PAPER EXCEPT HACKBERRY FROM SEPTEMBER 15 TO APRIL I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BROOKLYN CENTER STANDARDS. LANDSCAPE DATA REQUIRED LANDSCAPE LANDSCAPE PLANTINGS PLANTING TYPE MIN. SIZE POINTS/ PLANT MAX. / OF POINTS SHADE TREES 2.5" DIA. 10 50 CONIFEROUSTREES 15' HT. 61 40 DECORATIVE TREES 1" DIA. 1.5 35 SHRUBS 12"DIA. 0.5 25 POINTS REQUIRED PER ACRE I. AND AREA OF SITE IN ACRES TYPE OF DEVELOPMENT 0.2 2.10 10+ OFFICE 100 80 60 LIGHT INDUSTRIAL y 75 60 46 60 50 HEAVY INDUSTRIAL 60 50 40 OFFICE/ INDUSTRIAL (OVER 25% OFFICE) 90 70 56 MULTI -FAMILY RESIDENTIAL 1 90 75 60 REQUIRED LANDSCAPE 80 POINTS REQUIRED PROPOSED LANDSCAPE 4- DECIDUOUS OVERSTORY TREES- 2.5" CAL. B&B= 40 2- CONIFEROUS OVERSTOYR TREES- 6' HT. B&B= 12 4- DECIDUOUS ORNIMENTAL TREES- 1.5" CAL B&B= 6 44-SHRUBS #5 CONT. 22 TOTAL POINTS= 80 LEGEND PROPOSED EXISTING WATERMAIN I I FIRE HYDRANT W/ VALVE 4N GATE VALVE H POST INDICATOR VALVE SANITARY SEWER > > STORM SEWER » >> SANITARY FORCEMAIN rr —I— SEPTIC SEWER AREA - — — — — — — —- _-------_ SANITARY MANHOLE • O GAS MAW uo uc OVERHEAD ELECTRIC a ce UNDERGROUND ELECTRIC u< Iz OVERHEAD CABLE TELEVISION av ary NORTH CABLE TELEVISION —UN— uTv OVERHEAD OVERHEAD TELEPHONE m of UNDERGROUND TELEPHONE uT u.7 FIBER OPTIC TELEPHONE To w POWER POLE -9- 9 CATCH BASIN ■ CATCH BASIN MANHOLE • G 0 20 40 STORM MANHOLE • O SCALE IN FEET m U LLI 0 w m� w 0- 83 Z W a` 5 0- Mm \ e2 \ \ v11 \ \ 02 0.1 0.2 0\ 2.6 25 1.1\\Q.8'0.• O \ \\ 20' Straight square steel pole. 3• tell conaete base. le wne: G\SaraT\AOJ2\SCOTT\RLK\Je11119_cJ2 Dote:3 28 2006 N mac Summer Pro cl: AY Pro <Is Lobel ,5r a Units A MMisr A n bos n m or Isomnonc! Fe 0.81 3.e 0.0 a. 000 ALD)nu ARCHITECTURAL LIGHTING OESIGNS.INC. 2920 ANTHONY LANE ST. ANTHONY. MN 55418 612-252-4100, 612-252-4141 las CONTACT: SCOTT HARMES GSQ,M.m TNs IlgNl;ng yan VoIJ51, Iannobes sapoild by ILO. My d,s Ial ham No yan a user or Iwn4 . aV,o, V,on MO pro d. 4 read,. - abmiltd of rot— s—P,.. Nosngs. old Nghttn9 don to dly, engnea and Iondscope ac.t-, la pfa <pwdwi. Tbeae cd Uons — Nor wlid la o— a city —a-. aenq any 'non-ALD represented product• a 6slwss not — on this 0—FLbo.. mast be woyWed by AU). W<O.0 ns have been palarmed w V, oar blot nt.,.t.lia, of lb! detaa, ywn to os Sam, dllrer.ncea betseen 1, wed old <dW,t,d resat. may occur due to la-- n cdlcdolion meNode. tlsing waedaes, compma,l Per(--, meuswernelt techniques a,d add conSUa,s ad, w Mtntempoolae wrialbns, Wnp mmaloctura wriolia�s, and otI,r -Adder Cd--same do not tak. into c 9n .Uon objects aN os but not I'mRed to, bees, boadcy% pawmen4 std—N. a < Wcdallon wales rcwesenl Aaiconlal (Le. tv t mete Ncinq aboyhl W) NumL,w,ce FC IeMa (udev oUer�ke noted). I! Ne red m,+mvnenl caM�ttma d< not match ln. not dot. d�/r.r.ncas 9 ocw beta..n m.asw.d walls old ca<Wal.d -toes ALO knot r,wolsbl! la _knq a nle,w,Unq al, lad Pghinq codes Tl— ap Unq cdedatnns a! not o abslilule ra ndeyendent emjneer'nq analyd by o pelelaimd enq:.eer. NOTE- see Londscap! A t.t to ad.t slmdard poll fill,. 6, G o.7 1.0 -0 2.2 o\\ \\fir •��� i .22 PAct4 r EUN 2 2 ROPO RETAIL B D u p 1.2 3.700 S.F. ` FFE=869.00 1.4 1.5 �.2 0��`��, 1 o am \ ti ° \ > B'' 1.2 1.7 2.0 i. t 1 1 .1\ o2.4 QM WAY,7 2.4 2 3''0 4. £2 0. \� •.V o.0 b \ F \ R,Y 0.2 o.�o.2\o.1M o.r o.o o.o 00 0.0 +/ 94 V&- L1EwRITH 0.o o.O o.o r � o.o \ \ \ (HCSAH NO. 130, PLAT 27) (Per Document No, y y46929) r.�. t r p: ice. i* w µ n •ue � - ` Coll 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 Gordco Gullwing Single heod mtd. on SSS20r pole. k N7 0 20 40 SCALE IN FEET (n J-1 W mEt W (L F O <_ D a 2m o w m n f-Z to ins o >a w m ace a zz O U �~ L (n W_ JL) a) (YJ � a a m *�23m.- F Ic- Q1 NI 0 M 2741- 21-3MIW %� \ \ \S`TH AVENUE NORTH .27.70 (HCSAH NO. )30, PLAT 27) jwo0'C 114-29) Call 48 Hour' before ck9ging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MIN. Toll Free 1-800_ 252-1166 LEGEND EXISTING NoIrrif 0 20 40 SCALE IN FEET u v z�'j' \ HANDICAP STOP scNa¢ \\ e SITE DATA - BROOKLYN CENTER EMSTPIG ZONING - C2 (COMUERCE DISTRICT) TOTAL SITE AREA 25.414 SF (.58 ACRES) TOTAL BUILDING AREA 3.700 SF BULDMV, SETBACKS FRONT 35 FEET HEAR 40 FEET SIDE INTERIOR IO FEET SIDE CORNER 25 FEET PARKING REOIAREYENTS REIXAREO PARKING SPACES i5 3'ACES PER I,000 SF OF GROSS FLOOR AREA 22 SPACE TOTAL SPACES REQUIRED 22 SPACES PARKING SPACES PROPOSED 22 SPACES TOTAL PARKING SPACES PROPOSED 22 SPACES IMPERVIOUS NPROVEMENTS MP AREA (ACT TOTAL AREA (AC) S MP MOST RECENT USE OF SITE (GAS STATION) 0.514 0.583 88 PROPO5E0 USE (RETAIL) 0.434 0.853 75 Coll 48 Hours before digging GOPHER STATE ONE CALL Twin Cities A— 651-454-0002 LEGEND PROPOSED EXISTING SITE NOTES MN- Toll F— 1-800-252-1166 In�wx uxi — — CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS Rw+r or wer — - - — OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO SECRIN uIE THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR I/F srcnoN LK SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES V+-V+ SEcwI u4: OR VARIATIONS FROM THE PLANS. rASEULNr uuE — -- ALL DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS mnrwxE OTHERWISE NOTED. OAm lMC Loc>: or •nl— BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF ro¢ or coucecTE BUILDING UNLESS OTHER141SE NOTED. TYPICAL FULL SIZE 90- PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. uwr PIAt O n Ro4En PaE -e- "E' ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. 6 i ALL CURB AND GUTTER TO BE 8612 UNLESS OTHERWISE NOTED. reef NroRUKT w/ vAuc 4" PEDESTRIAN RAMPS TO BE CONSTRUCTED AT ALL CURB wTe vALIC Frosr owKaT�oR vuvc " °` • CROSSINGS OF SIDEWALK. ' UTILITY NOTES \\ �T 1 usA CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS sANTURr Auuat _•— OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO M� THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR °�eO FZTCPnc SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES \ \ \ Iwawwauo Luclwc —e _ olcrnaAo talc tEte\,soR OR VARIATIONS FROM THE PLANS.To—DtROiWO —ATo—.. o vnnw ra�laE ALL EXISTING UTIUTY LOCATIONS SHOWN ARE APPROXIMATE. uxornaaao rn�NON[ CONTACT 'GOPHER STATE ONE CALL' (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. TOP SIGN \ w a 22 PARKING \�`i •,\ \ °o SPACES ROP E \ c\ \ \ 1 \ RETAIL BL G \ 3,700 S.F. 5+5-FFE=869.00 \`��,t ��� \ n 6' FIRE SERMCE Srh DO NOi ��/d \\` ``• �`R�?t•` \ y,I RSs.s 2' DOMESTIC SN Ys• ENTER SIG; l93 \ v_ C1FifOT — — — _BD SEDAA[X_ / I K" \ � • pti N ^YT r 4.e• PVC CONNECT 10 EXISTING SAN 7 LF-8• DIP r° T TO EXI G WATERMAIN 059T11 AVE UE NORTH (HCSAH NO. 730. PLAT 27) -, Y-k'.•.r n. .c...,.•n».. e.,•r�, 1r T 'r•'-• •- ^•�' (Per Document No. 1146929) r.�,-r ,rv. Ty �.... w ♦ ,.... �' - WATER MAIN, SANITARY SEWER & STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.15 FEET PER DETAILS. RIM ELEVATIONS SHOWN ON THIS PLAN DO NOT REFLECT SUMPED ELEVATIONS. REFER TO SITE PLAN FOR CURRENT HORIZONTAL DIMENSIONS AND LAYOUT_ ALL WATER PIPE TO BE DUCTILE IRON PIPE (D.I.P.) CLASS 52 UNLESS OTHERWISE NOTED. ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. TYPICAL HYDRANT CONSISTS OF: HYDRANT, GATE VALVE, 2.5- OF 6' DIP WATERMAIN AND ANY HYDRANT EXTENSION. HYDRANT EXTENSIONS SHALL BE INCIDENTAL. A MINIMUM OF 7.5 FEET OF COVER IS REQUIRED OVER ALL WATERMAIN, UNLESS OTHERWISE NOTED- EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM OF 18' VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED FOR ALL UTILITIES, UNLESS OTHERWISE NOTED. ALL SANITARY SEWER PIPE TO BE POLYVINYL CHLORIDE PIPE (P.V.C.) SDR 35 UNLESS OTHERWISE NOTED. CONTRACTOR SHALL MAINTAIN AS -BUILT PLANS THROUGHOUT CONSTRUCTION AND SUBMIT THESE PLANS TO ENGINEER UPON COMPLETION OF WORK - A DOMESTIC OR MONITORING WELL MAY EXIST ON SITE DUE TO PAST USES. IF FOUND, CONTRACTOR SHALL CAP WELL. k N7 0 20 40 SCALE IN FEET In O In K- MS ° wz O7 LC ~J ° Tna In � a~ o z� — wo A 0 &a \ ' LEGEND PROPOSED EXISTING \ TOROCRIArc INDEL cWi -.0- --BW- - PRN O]ir0.tsE WL fT.N(F RAIER LEH.L / \ \ \ \ SOe(Y6HC 90 SPoT flEVAMMI 290 � ECC CS / nRAnACT: scmc X T__oox oRAwmc / \ . \ \ CATOI RASN ■ uTa eA9N uArmgc • e Toau uummolc 0 • \ nARm \ RARfD 6M •7 � RDP ® � e67 , uera casrw\ \ ROCK CONSTRUCTION! ENTRANCE (SEE DETAIL) \ \INLET PROTECTION (TYP.) a \\ r Y?`3'�. 0 p B6T60 uA1W E16SNIG\ �. P ♦ i \ 'DDdio EE PAv..NCn... G \ C \ e RKING ] / 1 866Y 4filP �12� 94a� I \ 46 LF -12' HOPE \ \ `\• ., �Q \ CMG \ \O y\ \ S50 n 69 22 PARK✓:G' s\ N a N N� 2. ♦i'�'-,` o ROPOSE SILT FENCE'(\ \) 3 `,TAIL BLDG • ` 2 F-15' ND ,, \ \ 3.700 I FFE=869.00 r, I emT6o \ ♦� m \ sti \ . L. �tF-15' HDPE €` � e6� "� ].6 �U `3SBn.p`_j' \ \ EI a6Tas— — at \�= \ � rn f \ NAY �11Nf1Y s • �-• HUPT. �_ _ A , , .n \ EN1RY t 29 LF-18' HDPE711 3.1. Exs°p ..o 69TH AVENUE NORTH n \\ \ \ t � 130, PLAT 27) T = ^c+.+•". lPer Oocumenf No. t 1J5929f Coll 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Areo 651-454-0002 MN, Toll Free 1-800-252-1166 GRADING NOTES CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTACT 'GOPHER STATE ONE CALL' (651-454-0002) FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL STRIP, STOCKPILE AND RE -SPREAD SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH (COMPACTED) TO ALL DISTURBED AREAS TO BE SODDED OR SEEDED. THE SITE GRADING OPERATIONS, WHEN COMPLETED. SHALL RESULT IN ALL AREAS BEING GRADED TO 'PLAN SUBGRADE ELEVATION'. THIS "PLAN SUBGRADE ELEVATION' SHALL BE CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING AND PAVEMENT AREAS. THE 'PLAN SUBGRADE ELEVATIGV IN THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS OF VARIOUS PAVEMENT SECTIONS ALL SPOT ELEVATIONS REPRESENT FINISHED SURFACE OR GUTTER LINE GRADES UNLESS OTHERWISE NOTED. REFER TO SITE PLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. EXISTING TOPOGRAPHY PROVIDED BY ???? EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING OPERATIONS AND BE MAINTAINED UNTIL ALL DISTURBED AREAS ON THE SITE HAVE BEEN RESTORED. ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH CRUSHED ROCK ACROSS FULL WIDTH. FROM ENTRANCE POINT TO 75 FEET INTO CONSTRUCTION ZONE (REFER TO DETAIL). ALL SLOPES 3:1 OR STEEPER, NOT TO BE SODDED AND GREATER THAN 8 FEET IN HEIGHT, SHALL HAVE EROSION CONTROL FABRIC INSTALLED ON SLOPE PER MNDOT SPEC. 3885, VERIFY RESTORATION METHOD AND SEED MIXTURE. CONTRACTOR TO SUBMIT SHOP DRAWING TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. TEMPORARY EROSION CONTROL (HAY BALES OR APPROVED EQUIVALENT) TO BE PLACED AROUND STORM SEWER STRUCTURES DURING CONSTRUCTION (REFER TO DETAIL). SEDIMENT SHALL BE REMOVED FROM ALL SEDIMENT CONTROL DEVICES AS NECESSARY AND MUST BE REMOVED IF DESIGN CAPACITY HAS BEEN REDUCED BY 50%. SEDIMENT TRACKED OFF —SITE, AS A RESULT OF CONSTRUCTION TRAFFIC, SHALL BE MINIMIZED AND SWEPT ON A DAILY BASIS. ALL DISTURBED AREAS SHALL BE RESTORED WITH SOD, SEED, WOOD FIBER BLANKET OR PAVED SURFACE WITH 14 DAYS. N7 0 20 40 SCALE IN FEET W � m wOL fio to D EL sm Z a O_ OR to 8 }cr< o s afwa ZpJ rn �ZO p _j IN �LLIOZ aI s D_oo r c) ao , .1- DUT SIT PENCE (TIP) STORVNSE'ACR r C T=-T M f TO. �ANd1OR miH ]'°Y STARES AR Mu ai0 OR TE GNW TCWDRA RARRr[N or 9ti 2NCE 0 PREVENT SEO E DE WATER fRW ENTCPoAG Tf STORY YpCR SV51£Y OLAUNG CD sTN.- GRADING GRD-07 Ri.ICy cONTRa AT ®- sRT "NcE CAIMBALN .WC RM3D OR WAL-\ .1w - CVP/ 'RT ANC fRAIE �'� UCHr DA dBANS AY 5� R aT4 U�7[HRASa i0 DIDEPRESSED I- I. ti SADE IN -IT. LM rRAOE (KMIl} 86 sMI CWC cuRR a CLITIN ISOMETRIC NO SCALE ...III TIGv 8. FRANS- I f WIN IRANSHWN y-�- I DILG WIT. aE �ADE ~ t IAA NEBANS (KR" EACH AT ERAUE A CASING SECTION A -A SCALE PAVEMENT EMI R6STYLE CORK A OJITER PVMT-21 � STILE C AT CATCH R0� - ] XASHCD RCCR L[OTClTRC UERK Yu. J 0'h RAv 6" M4YWY MPM ,b•MWy � �4 hDA I$- . NV BCAHAFTOVV 111 pN TO; FkFIR FABRM SHALL BE PEACUDD ,OCR ROANtO STOP GRADING /- GRD-06 K Roc. CWSTRINCTI. ENTRANCE A RAVP SORFACE AS PER 4ATCN "`EWAL` mDM [ IA DRLAi4CSTA ASMS/ .ONi UCE NA - or 4R+B CURB RAOUS Vw A---j PLAN VIEW OF RAMP APPRDY ND All 9.OY TOI STSWf� �NiERSECTgNs 4' Rl ELEVATION OF RAMP PW FE 1 1 4• CONE ER XAI. OR RATTER LON('RETE OJNBs- RAY D WTIVE SECTION A -A "'st0i PAVEMENT PVMT-17 PEDES— RAVP 21' x36- SLAB WF- FOR USING AS --o. DMENSSaJ FRW RAC. OF, c.A. TO CCNI[A a RPL (VEEN" mm SHOP ORAVWO W s-AB) 0u. VH - 9' IN FROM ... Or NRB LN EROV BACN a CWR 6' OT.I VN - }• BE"- BAC. DENFB VHBCH- BACR W N18 VN - Ts- BEMND BAIX W CURR •N0 Blocx STRUCNRCS ARC ALLOYED CASINO A- AOAJSTYCNT RNFCS AS PLAN $PCOIED F� 6• PREUSI REa809CONCRETE S L OR 6' MA, VAA9TO.C, A. B• PRfGST SUB Is RCgMCD. APoCs TW Of BARREL SECTION UNDER TW 'LAB t z'�16 EOHAVE N CODE SCRD M ] IAII IrS-IW EWAL vAs NT4E TO HAVE •0- Rn°�JGTRURRER GASAETS S .CCASI -IN- SECTION N»- sRVS No- NM.11 OR [OVAL. 11- GJ CENTER As APPRDKO BY OSHA. PIPE —'Is wul SE CA— ON 6UTI 6"�I DIA_ THE OUTsDI A. INSIDL 1ANNVy SETIN, S, 6' FIAT I4 SECIDW OfvTHIWBUY RiH�:«MESS I- F. EACH 4' Or DEPTH GREATER THAN 14' NO RCREORCC - 6'A6' ID/ID VESH. c4Wr BORW STORM SEWER /- EAI-Asw uA 1 min STM-03 RISC RCCLANGJTAR OPT- ` -J x' A ] X000 OR STEEL — IC xw TES POST S V: VW LINGTN AT 4 As A NVM 54 'G (So 16. TENSRE) LOCATED a TOP R- _ CLOTIA1. UWHC - O 1.1 FABRIC 6- ANW IASTEu AT V wA RVKS (MN. -EN J67 rAAT) a THE TRExa 6 M� S/B' POLKTIMEUE ROPE wPMWT POsi AN A. AT— rmW To SUPPORT POSTS - PUSrM DP TES GRADING I K 54T rENCC - STANDARD -ClIt SLtED GRD-01 [.PANLON -I 6 CONC LDCWALR SCAR Y RAO RAO , OLFS IDLE �r}• 8- _ / b- T PSECT\IXI _ I .y -r C � RASE VAICMAL CLAAP .IAN JONts, DEWALR C FM . PLANS 69 W AND 50CNALNSE YA A LW .A — PAVEMENT PAVEMENT PVMT-09 ' NIEwAl LOEWAIN AT - E.R. LROHT ROTTOu W VANHOtE TO T/} ETA1STER AT PIPE AND AWE LROYT Y TOAAND THE M\CAT. vAN-I STEPS SHALL WC A-CED SD MAT OFFSET KRTEAL PORTON W CONE A.. STEPS ARE IA- .--A. USRK AND .-T.- TN. AS SPECr- PI AN ND S, s A-- ARE AUDWLD. VSHALL RE PEGST N ACCONDANCI .. As. unx c-4]R IVAroNkC STEPS MItNAH RIBRIJ O4 A D'J CENTER AS APPROVED RY o9TA LL ARJis IN VANHAC i0 HAVE '0' RxG VA_PoCs RUBBER GASETS. Ix C Lull BC DI FACE WA w wM IN56lf CC a VANES 5 LL OW HWYS LL BC —TED ON 'uoE SHAL nAND OUISOE 6'- 4 {�- IS , 1. 1B DEPTH. P CA SC V` f�TRAS SEC.D.42[ EVERY 4' OF DEPTH GREATER THAN RDNIORCC mTH 6- , 1'. °' STORM SEWER /' , STM-01 W-K STANDARD uA—E ,\J Coll 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Areo 651-454-0002 MN. Toll Free 1-800-252-1166 CAP NFOIA4E0 r'-1 UV REWIRED REFER TO PUN 11 111 I S.- OR OEFAJI L �J x- wvAwzlo x- CAL-1. STEEL P.I. STEEL PPE. RWNO. Ci IN I 60 TO ROUND. so IN CENTER CONCRETE CONCREFC pF _ 0 NErEVT PON ILCE NIACE� Ll Z-PAK ` MC�ATUENT-Z,-T:. -. ... EAVAWZE FEEL caNCRETC WRe 'I1. •t' q.; INS AID OOR CO WRITE •��f 3• {--D, ' - DDTYJc - -12 SIGN NSTALLEDN H 4NDICAR ST ALL FIRM. S)GN LANDSCAPEAREA INSTALLEDINPAR'APIGLOI "`401 LANDSCAPE /- LDSP-01-K SN;N NSTALUIWN - T :GL nNmEO c4A0E I- / - Bt KANAIc COURSE, CI R TnEO RANT uN/DO1 SPEC -D 1-430358 IACV COAT, -11 SPEC -1 T-T/x• ®T. EASE, COYNSE, co,".. PUNT VN/DOT Sv[C 2}sO EVMW]50]SB SS S (LOT. CRUSHED OR NEI WN/oDLD EC 22EIE) VN/DOT SVCt xxtl -,A. CWRACiM]N NORMAL DUTY .. ED ..I MI. "AAA COURSE, EERTFHD RANT YN/DOT SPEC 13" LVKASO35N FACt COAT, -ODT SPEC ]SST 2-I/2' E:T. BASE CW RANT _9F SPIC x350 LWRW ISRn[0 6• AGO. RLA RASE, CLASS } (IDS CA-E. SPEC 21Fl ) SURFACE CWPAC- HEAVY DUTY "40t PAVEMENT PVMT-01 I..IC R� TAUT R'NMNWs PAKYCNI SEEI-S ',\ PRECAST INVERT OUST BC t/l WAIICTER OF ME PIPE AND BE1✓(HCS $WED Z' TDWARD MC wKRt. VANNOU LE STEPS All WE PCED SO W 1THAT OFFSET VERAt PORTON OF. STEPS ARC FFCNG 0 m -AYDNC PLAN RcANNHO AND AD.AJSITENT ats As s -.. u NNOL[S WALL RE PREUSI N ACCORDANCE mM ASPA C-47X 2' Ail, STEPS, NCCNA» RIB6tJ ON ST S CENTER AS ACID So er OwA STEPS SHALL PLACED 50 1HAT xy- C KRTCAL POSTON OC COE Mm STIES STEPS ME EAdHc OOmfSTNCAV. HAVE LL -TSS TH GN EIS 1. VAAES .CAS [TI—I NCGJMEo. x sES 4 mTN eJSM (ACE OrD'UYAILL� S VAREs RIXT-N-sCAt MANHOLE ��RODi W EWAL .ALL CDC HOUSES SHALL Y -- GRWFEE ON -1 A. Ou190[ YW 1Ha_RNCSS W PRECAST RAY Ts SECTION \-s. i'W Ir OEW DR LESS. Aw IucRCAscs TwC%rtsS FOR EVERY 4- W DEPTH SANITARY SEWER /' , SAN-01 STA-AND VANFCAI