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HomeMy WebLinkAboutPC APP 6901 BROOKLYN BLVDIN R P ARCHITECT5 338 North Milwaukee St. S , 503 �- ulte Milwaukee, WI 53202 SHEET INDEX 414.223.3330 414.223.3340 fax COVER www.albionarch.com C1.0 EXISTING CONDITIONS C2.0 PRELIMINARY SITE & UTILITY PLAN,! Planning Co mission, ©THEALBION GROUP, INC. ALL RIGHTS RESERVED C3 0 PRELIMINARY GRADING &EROSION CONTROL PLAN By Droollyn Center Date�a'� C h m n ,�� C4.0 PRELIMINARYSI TE DETAILS Z 1-1.0 PRELIMINARY LANDSCAPE PLANREEVE CID ;� o a SL1.0 PRELIMINARY SITE LIGHTING PLAN APR' 13 201,06 01 z �Z�o CITY OE 8 yOOKLYN CENTER = z a a r � w w a A0.1 SITE PLAN �. d;Zo asmuci A2.1 ELEVATIONS d W } z Z 0 0 Y Y U ��00' a000 tN + _— -- 1 \ \ \ J \ x, t o \ \ T H E 1111 G U 0 U P ARCHITECTS 338 North Milwaukee St. Suite 503 Milwaukee, WI 53202 414.223.3330 414.223.3340 fax www.albionarch.com © THE ALBION GROUP, INC. ALL RIGHTS RESERVED f� \ ^ \ \ i' _. H,\Projects\2005-Projects\0597-00\Droxln8s\endeov logo.H£ \ l" \ X IF0000 <J O.N. �-. \\ AA \ \ w \ \ o v 4 \ .L \ U \ ibE SH0PS Aih 69TH e, e \ .,\ \ \ O ORDER PG BOARD \ \ \\ \\ \ \ \ \ e \ F.\ \ �22 PARKIN G of \ `� ' \ \ SPACES \ \ \ BROOKLYN BOULEVARD & \ /° •,,/o PROPOSED RETAIL BLD r / BROOKLYN CENTER MENNFS 7A \; power pole lies 1.2+ feet � west of property corner. I I I \ \ \ \ A a I PICK—UP WINDOW n (, c o � , Irt I Oil 4 \ QNOT \ \ \ i4 -o w� \ \ \\ \\ d 0 N E W,4Y \ \ o� o RECEIVED y Imo.. _.. N.t.._ _.._.._.._..—.._.._..I �_ \ \ i,RR _3 2n06._. _.._.._.._.._..— _.._.. \ \\ r \ CITY C " LY -----1HJ1�1 -----— — — — — — — — — — — — — — — — — — — =----------------- o��II OI; CENTER N CEN� Fence lies 0.5- feel _._-., I I _- west of property corner. I" / - N86°07'2/"E _. - - / /J \ REVISIONS p F Y \ I Ln 6 %.12 - - - \ NORTH _ ` - i \ \ — -------- -- i _ - \ \ \ 0 5 10\ 20 - TURN --_- ENTRY \ \✓ — \ DATE 04/13/06 / \ 1 =1 — „ \ 0` 0\ PROJECT NO. 0597-00 — — — — — — — — — — — — �k. / \ \ SHEET \// I &F IRE, H FE m ®AGE] \AR -/ I 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 1 T.O. WALL EL.: 124'-0 T.O. WALL EL.: 117'-0 ,� FIN. FLOOR NORTHEAST ELEVATION d1/8w = 1'-0" SOUTHEAST ELEVATION �3 SOUTHWEST ELEVATION ELEVATION KEYED NOTES: O 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 O 4 X 8 INCH BRICK PILASTER RED O 4 X 8 INCH FIELD BRICK — RED OANODIZED ALUMINUM STOREFRONT SYSTEM WITH INSULAT ALUMINUM PANELS — BLACK O PERGOLA PROJECTING FROM BUILDING — BLACK ANODIZED ALUMINUM STOREFRONT 10 SMOOTH FINISH CMU — LIMESTONE COLOR i1 HOLLOW METAL DOOR AND FRAME 12 CMU PAINTED — MATCH FIELD BRICK COLOR r w E _2177 , gip''\ G//�� R ® U P ARCHITECTS 338 North Milwaukee St. Suite 503 Milwaukee, WI 53202 414.223.3330 414.223.3340 fax www.albionarch.com © THE ALBION GROUP, INC. ALL RIGHTS RESERVED H,\Projects\2005-Projects\0597-00\Drawings\endeav IoeaHf n® U—' RECEIVED �4a1 APR J_ 3 200E CITY OF BROOKLYN CHTFB REVISIONS DATE 04/13/06 I . p 2006 RLK INC. Call 48 Hours before digging g M C tt1 rr1. Ln GOPHER STATE ONE CALL �aA� �.�0 � Twin Cities Area 651-454-0002 Q MN. Toll Free 1-800-252-1166 x ow PA 0 r. v '" La o V o � o \ \ LEGEND EXISTING \ PROPERTY LINE > o d �y RIGHT OF WAY o d r \ \ SECTION LINE \ 1/4 SECTION LINE d 1/4-1/4 SECTION LINE a o a c c EASEMENT LINE - — — — — — — — - 0.0. o O SETBACK LINE —- _co m w o ,,xA"+- CENTERLINE y r'an o J \ f CURB LINE m EDGE OF BITUMINOUS o o 0 EDGE OF CONCRETE Ta ° \ \ EDGE OF GRAVEL m V) RAILROAD FENCE LINE —x x x— / \ '° tr' i;'..r•ri :%t as "°''t r �* \ LIGHT POLE X` r m 3 a Ynr4 \ 3 4 — E O_ o POWER POLE � � SIGN a u t + ._ HANDICAP PARKING � f Ind scr d 'k'Td i I t t A fk•. � a.::p;, i°f %fa"§* } ,,,. ,t :r s a vx,. %,,3,p : : C+l 1 W C Z Y N < W d s to 0 o U \ / �!\/t rt' O�e' \v VI✓• � 5°�,e� ry�k\fie \ \\a ° .�Oo � �f '',.. �; `r�:, �x$as '� '�: 6•.' �'\, Q \ s e \ \ *. '-a. wa ° yr +w ° C z:„'e 1 xY e .. I 3 \ 90 i °t.0 ° d' Q"3 " 4'?•'�,. , as ` kr m e found Mail / e� Vp / A r ,nM teobc �X �•nr fA: A A ( It 0 I \\Jo W �Sf r \ Z• _ (n PID No. 27 119-21-33 0019 �rr u LLJ L 1 k � / / •���` �\ _ \ /`\ \ \ \\\. 04 ooc o { �I,, + � M1r � if / oc of 4h, r aro o v d n1� or) o c } CN > \Z�j\\ r. .f?f .\ •a U bn. ' •s' Y O CP e ° k i LID z </I\ %r \ U W fop a r r \ 1 1 1 p C No Buildings \\ `% 1a � t: � �� k�, x � � r` $° '`; ram• O �E Power pole lies 1.2t feet. `" C2 (Commerce District) /\( \\`\'" ai re ~;#;k r t ""''.. < r y.#s: - 7 A/ p _._ west of Property corner -\\ o�� \ L 6{� ° PID No. 27-119-21-33-0100 A� ����#� .PID No. 27-119-21-33-0016 "'s'} N O- � 00¢ 'V•MO � '� \ �� J � V'• YU �•b x wt m "�" J (���i I �c o : � '��� q ti�\.. °$ • � i� �lJty t, Y,r �s5 \ ., a �+, �OA``V dOo I J. NI. ,i O _d. oCe\.: - .° ry 10 foot drainage and utility easement t y' / ,.\ \ l i r l per plot of CAD ADDITION _ — 1 :., P , .. a —,I n� — — — — — — Tou Fence Iles 0.53 feet_�d'Z / \ f--_— --_-- .0721E ! a halo n, oncal\.M \\ UT UT UT UT —— UT UTd UT 7 west of property corner.' /p I 67. g=166832 -_-'ias/o°a.po6 i Rrt,b: 8573'62""£ \ 30.24 �� �' fo n scribed d( TS I � I. TS UN U `� '0'fV U N_� concrete walk'_ UTV a ,:,.':x,+•rcr .\.. d '° °d UE UE :, . : ''UE < e .UE - UE UEy,g , +; UE UE ti OE OE m ..da' <<»{ I. I :h`kk�nk iv tr.p, , r}a + }:, a - ,-,,.. 'x✓ roy„+4k>*t,a+,J a;^x#}ka Ssr,� • •y &ex+r> sh '. s t' apron ... :. .,< s,uy,t,:,.;{l xr ,: ., a. <.. , ,uF :.M1sk `F k+4,' v '}'ur, ',s,: t tis � 0 concrete D ?k�yr 'rv4 , ^ a.... r.. .t- ra , _»4 x" 's' �'r t.,a , , « tis " RECEIVED ' O n M1 Z $ ,4a4.:,'<{,S,„ S,,. L.e� �- •„;,,rf{ x"s;'ak� x O . ..:_� ,, , '"' _ ,>th:x a , .., '. ?�e4 +. 1 i�^rt; ,. {•: 4 + rc=:'.4' .' ..^^ W p. Iuffb �` rl - C . / F' r',." a. ,. ',.,, -,>._ nt9 .. a ," _ ,:,'` r. %.. .,:: .. {:. ,,, ;• .: ., v!s , ��: �,, ,,, *!, � r» / 'i 1 h CJ�1 ,�1�. s r: ., a rs t0 $'s °,.,,, ft.; ?k..`,>" a•"'. n..,, x<r*',3t ri e M1, x.. ., .'," '»iuYo :.' r U)1,. a,4 _ ... C`",: .x<.», , ;..., i,% _.„ _ » 6c ,»,».:, .. r.. •,;,,x•w, ~<: '- ,:.:.-., . ,,.rvs ,. :.s:rt rc 3't.w a R..-... <: xzns, ,,: �. �. s:Po� :y'a rr. ,tk, t u� < , 5�• t'' ,t ..x+r .t} ,: „s,.*' .'. � � ,:'{x. s`s ,kv :',. - i ( /{ (�jj'tOICLY�. CCPJ7f_F, Z ti _....fir. <, m'""{: , , .M1rrM:rAfk� :txw-it , q- ,"Y. ,. 5 , .ed ,.. a:,,., r .:... \ :4.:xmH •�kidfr r+uYk 4 ( ,.< :{ ,< x « xtfi,:r;vl^. %Y 4'3k. »..... , .<n.. .... _ CITY \i� I.l l�l./ , 1 _.,.". -,.:. ,,., ,:r •:: , -w t { Fx a4iit <> ;> -.. a�rvxnS»dnk;..y, ::§,M+` %. ^`E. ,,. }rtM1,.oM1.+. ,.... „'#J�',`'M1 'ra# k.., i.� •„q 'y`` "k k t L .^ ,µy ^% ., ft yy S ,,.t ,.'. F., u , x:... +rc, h,. •': :, ,o., wffr. ,' > t': t v '•„ t} : { 1!/ - 3 .W .'. . 'x f -.... . e. /v..„. ... i .. 9�� YY, we .w :' , � �,� , ... , „ • .. 1Cw, S. r'.d F ram n -x: Qi ^" . :.,, o,r�x ? ..,, -t, a=. T s �,. a': ,,, �Y rb a ., .. ° d .. ...' < .. • ' �.' °.. e t b' r '; C) ' I ,,Southwest corner of the Southwest Worter of Se tE/on 27,..•„- ."}r •! t»= ", . � �' ;'f.. t+t��'x .. concrete cu a'„ n ° a < °. '.. 7„t�". r1,,, as: / 4 '�.r �/�." x 'e •''�,�IF''^`k - U w /` r fM ;,# �> °.. °,; .' ".d dax5a5 ',+ ix y',k,q Township 779, Range 21, Hennepin County, MmneSoto o t,. n. 4' a operete Island a concrete curb' , a:. .,:/.r:. ,,xr.Saa.... ° .. .r, Y *.sit ik+?,, 4ft N90D000E fs. ';'„'. .. '. ,". CIM i s x„"2 x a 3a ..0 E tp , ,) , / ,. .. ^fi 4 M ✓ .i.-'- it _ 14 .94 n 3 — ° x.,.`w, ..i•."".�,r 7.. ,.. - / ,:.=•zN90'00'00'En'' O \ _, ,: >f r ^fi-, r / ♦ ! : _ :,..»:., ..:, • I,,.:.. w, rcxk.rah.-s.;s,.. '.pax, �'a*. r z'` au:•t 5'v. x'•, .s t> ,, r -t .' F,..,,."x•' s. ., , : >;.. » .ww:°, «.. ., .. _ % a,. ;,fro,,..,. :rr«. x .a„. r r ,,:U : ,:., , . w.m ., NORTH o \ ! c,. ,. .rr„}t=-eY»., s », . x.. ?' --., _:,,... ',`:'°e §` :.., :. .x /' „ h , , ,'.. • ..2627.70 , 'i ,%., .: - .... }.rcxix: tru., ssk. ,:..,.. .. ..,.. ... .>zr .,+.,o•..., ,. r.... .,, tt „tom,. :. +. ., .,.»,... � _.-. _.... ... _,.w,ro�,>, _ .; � " _ I � � c .c , x. , 2::, ...,' s's.<f x. r.a, x•,<= n.. f . , .:a.:., rx .. , .. ,�, : .x Sou h line of the Southwest uarter of Section 27 �' South lme of the'Southwest,Ouorter,of Section 27 , ,, ;,,.. x*t, "sr _ \ t o . � t v<r re +r s � <• N90'OO OO E' / l � � (HCS.4H'rNO.�:' �30 :rcPLJ4T.:27) I— m X '\`+ Southeast comer of the Southwest ouerter of Section 27, W lnous surface-�+ ' 7 t} <, �QBr LipCC//776I7t No„' i %46929).. Township 719, Range 21, Hennepin County, Minnesota i } I I - 0 20 40� o ♦ N r./��� a F O U uJ a SCALE IN FEET W co o 0 'a In y V M� U �0 © 2006 RLK INC. \ rx� \ ° HANDICAP SIGN 5 QJJ' mg0t 7 s �• 0 >tp s e \\ OYEL°` b G5% i7 ZPAR --% ,X� UN —��— UE UE OE / OE ,y "IN / ..STOP ' SIGN— Oc` r` Southwest comer of the Southwest Quarter of Section 27, / l Township 119, Range 21, Hennepin County, Minnesota / / i N9J. 00E 1 r — 4J 94 � 1 _ V d \ \\\r--South line of the Southwest Quarter of Section 27 SITE DATA - BROOKLYN CENTER EXISTING ZONING = C2 (COMMERCE DISTRICT) TOTAL SITE AREA 25,414 SF (.58 ACRES) TOTAL BUILDING AREA 3,700 SIF 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 IMPERVIOUS IMPROVEMENTS IMP AREA (A9 TOTAL AREA (ACl % IMP MOST RECENT USE OF SITE (GAS STATION) 0.514 0.583 88 PROPOSED USE (RETAIL) 0.434 0.853 75 as \ \ n \ D d \ 10.0' ° \ P \ LEGEND PROPERTY LINE RIGHT OF WAY SECTION LINE 1/4 SECTION LINE 1/4-1/4 SECTION LINE EASEMENT LINE SETBACK LINE CENTERUNE CURB LINE EDGE OF BITUMINOUS EDGE OF CONCRETE EDGE OF GRAVEL RAILROAD FENCE LINE LIGHT POLE POWER POLE SIGN HANDICAP PARKING WATERMAIN FIRE HYDRANT W/ VALVE GATE VALVE POST INDICATOR VALVE SANITARY SEWER SANITARY FORCEMAIN SEPTIC SEWER AREA SANITARY MANHOLE GAS MAIN OVERHEAD ELECTRIC UNDERGROUND ELECTRIC OVERHEAD CABLE TELEVISION UNDERGROUND CABLE TELEVISI OVERHEAD TELEPHONE UNDERGROUND TELEPHONE FIBER OPTIC TELEPHONE POWER POLE Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN T II 1 800 252 1166 PROPOSED EXISTING SITE NOTES o vice — — - - — 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 DIMENSIONS ARE SHOWN TO THE FACE OF CURB UNLESS — — OTHERWISE NOTED. BUILDING DIMENSIONS REFER TO THE OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 14- I i i i i i i i i i TYPICAL FULL SIZE 90' PARKING STALL IS 9' X 18' UNLESS —X x x— —x X x— OTHERWISE NOTED. ALL CURB RADII SHALL BE 5.0' UNLESS OTHERWISE NOTED. ALL CURB AND GUTTER TO BE B612 UNLESS OTHERWISE NOTED. I PEDESTRIAN RAMPS TO BE CONSTRUCTED AT ALL CURB CROSSINGS OF SIDEWALK. ' UTILITY NOTES — — — — — — — - 0 ----FM---- O CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO Uc UG THE COMMENCEMENT OF SITE GRADING. THE CONTRACTOR DE of SHALL IMMEDIATELY NOTIFY THE ENGINEER OF DISCREPANCIES UE UE OR VARIATIONS FROM THE PLANS. OTV OTV oN UTv UN ALL EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE. OT UT OT UT CONTACT "GOPHER STATE ONE CALL" (651-454-0002) FOR Fo FO UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION. $ 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 6OP �� \ \ 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. \ d?CrP a Pr 1T ` UT F P T \ \a A �UE . - \. .. °ed a 7p/ 18 LF-6" PVC CONNECT TO EXISTING SAN 7 LF-8 DIP / bituminous surface-9 CT TO EXI G WATERMAIN — I wMH 69TH A VE UE JVORTH .' °, d a, _a oncreteisland ° '. ' .concrete curtia a' da > > > > CIM (HCSAH /VO. 130, PLAT 27) South line of the Southwest quarter of Section 27 Southeast comer of the Southwest quarter of Section 27, --. ,-Zj- bituminous surface --tom (Per Document No. 1146929) Township 119, Range 21, Hennepin County, Minnesota `t 7 NORTH 0 20 40 SCALE INY� FEET uF �'aCP4ds f r PTY OF BROOKLYN CEN Nf1 OR o�OQ tip 446V MMC 'U�n CM cn" d NNy Fi 0 o v 0 0 r, v D Q U 0 o J n o d 0 L 0 � � ao� oom d d z ZW 0 aao� U_ N W.0 C J mw o0 o ZE0 �yIn d� t m�3 Q _ E 0 0 W O JZD LLI UW to ¢ LLI En O v) Z: o: v): 5: w: 0 N W U) c- L M L r i) LN W mF z m 2 W ^ I�0 U C E E7 IJL Q o 0 o0 L o0 z `® (o O w N 00 o� a N © 2006 RLK INC. N� \ \ LEGEND PROPOSED EXISTING \ \ TOPOGRAPHIC INDEX CONTOUR __S00---' \ TOPOGRAPHIC CONTOUR — 802--- \ EDGE OF WETLAND — — — - N POND NORMAL WATER LEVEL DITCH CENTERLINE \ SILT FENCE / \ - e e SQ5 SQ5 \ SOIL BORING ® 0. \ SPOT ELEVATION x 800.00 x 800.00 / DRAINAGE SLOPE 1.00% \ ° / STORM SEWER —» DRAINTILE DT oT CATCH BASIN 0 / \ \ CATCH BASIN MANHOLE STORM MANHOLE 0 O / \ \ FLARED END ® D \ FLARED END W/ RIP RAP / 867. MATCH EXISTING \\ \ ROCK CONSTRUCTION , ENTRANCE ( E DETAIL) \ t> e \ 6�8. � NLET PROTECTION (TYP.) \+ Y t aze�a i 867.00 MATCH EXISTING rod. \ e OYEE 8 0 F T W 68. PAR 868.2 4� \ 68.40 \ \ tJ `� . 7a P P o I I O 869.00 6 46 LF —12" HOPE \ \ 's, \\ \\\ od 67. \ \\ rep \ 6900 41 es . o 66s0 1P 22 PARVSI G sP4ets °90� �•' sF�\ \\\ \ V e \ w1 d 6.20 'r68.4068.50 8 1 ROPOSED x o a� \ SILT FENCE (TYP) i oZ o° x86ffTAIL BLDG 2' F-15"�\.. < . °.. . ems, 3,100 S.F. t. ° ' I FFE=869.00 868.40 867.80 S 3 LF-15" HDPE 7.5 ory .\\ ° .868.50 3 ry LON D NOT 67.6 BUIL NO SETBACKo. 867.85 a,67 5 867.5 ,868.35 e ° j W Y 867.65 IIX3 ° —N21frr 867.20 867.SO 868.10 PAf�KI ADD177ON ° d d ° 1'ZY\\\ . pc et •.ere \ _UT IL up UT UT ° ° T UN UT ` l TV <. n .. c. narete walk'_ T — ° \<<4 UE 0 UE UE UE UE UE UE— UE. OE/- of coEpd° nreAspron co9 LF-18" HDPE n h� 8 715 d MATCH EXISTING MA CH NG "td—bituminous surface41 I/ / 69TH A 1/E UE NORTH 1r`Southwest comer of the Southwest Duorter of Section 27, t C i H 21 R 119 hi Townsp , Range , Hennepin County, Minnesota ° d 7 e ° concrete island'° concrete curb' "°e N90 00'00 E ° \ ° N90 00 ME \ \\ _-South line of the Southwest Duorter of Section 27 \\ -South line the Southwest Quarter of Section 27 1 `' (HCSAH NO. 130, PLAT 27) bituminous surface --Q� Southeast comer of the Southwest Duorter of Section 27, —6— Per Document No. 7146929) Township 119, Range 21,,Hennepin County, Minnesota Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 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 ELEVATION" 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. 0 20 40 SCALE IN FEET L ECFIVED -AIPR 1 OTY 0E aI,00,r Ij VN CE41TEE i 00 o;� J.nv a:} MMG L 'yJ .a i MM C�� ' ap y0 NNT. .mow o 0 v v II A U o U T � N w 0 now 0 C C 00 0 �•�W o z n 0—.0U_ y o o J mw o � o 0 0 y� Ems$ m v) m y es y L o w F— t (D Q _E0s o � Y 0 0 0 W W Z Y K N Q W W Z: O. v): LEI ; 0 0 U LLI M a mz ® L^u so 2 LU L L O C tz CO Z Of� 0 0 o M0 0m S o 0 -0 r rn OZ OfW_j Z0J p �QIY U 71z U 5, <Y71 (1)/O [� Q � .. L. Q of qh� zlk�O W W 17 W to ~\ a r�l U ao 0.— I cV HEAVY DUTY SILT FENC M SEWER CTURE 1.0' MIN. k 1.0' MIN. WITH 2"x2" STAKES DRIVEN INTO THE GROUND TEMPORARY BARRIER OF SILT FENCE TO PREVENT SEDIMENT -LADEN WATER FROM ENTERING THE STORM SEWER SYSTEM DURING CONSTRUCTION. REVISED 11/03/05 GRADING \/'1 / Hw LJJ.c dN GRD-07 EROSION CONTROL AT CB - SILT FENCE Phi 952933092 Flat 9 293311M A FXPA CATCHBASIN FRAME & VISION JOINT R 3067CAST1NORNEQUAL O\� WITH VANE GRATE 2 - k" DIA. REBARS EACH WAY q ,�RPCNOTE: \�. CATCHBASIN TO BE DEPRESSED 2" \ BELOW DESIGN GUTTER LINE GRADE \6 (VERIFY). SIpN JOINT B6 STYLE CONC. CURB & GUTTER ISOMETRIC NO SCALE TRANSITION 10' MIN. TRANSITION TOP OF DESIGN GUTTER LINE GRADE 2 - }" DIA. REBARS (VERIFY). EACH WAY FRAME & CASTING SECTION A —A NO SCALE REVISED 11/03/05 PAVEMENT H M PVMT-21 8a Hb.-�B6 STYLE CURB &.GUTTER CONSTRUCTION AT CATCH BASIN Pb­9529p92 0 0 E aj RO PD PUg�\0 1" - 2" WASHED ROCK GEOTEXTILE FABRIC MIN. 3' OVERLAP 6" MINIMUM DEPTH SO, 41/AMU 4i 4 4'0 TN 18" MINIMUM BERM OMINIMIZE RUNOFF FROM SITE\N\MUM 20 .pNO�N FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP SILT MIGRATION THROUGH ROCK. REVISED 11/03/05 GRADING Ham Loke,MN GRD-06 bb'� M;mm"•kahct ROCK CONSTRUCTION ENTRANCE 0 En =9293309n \ / ru�9n933110 \-/ ikivernm A RAMP SURFACE AS PER MATCH SIDEWALK WIDTHADA STANDARDS W/ TRUNCATED DOMES. FRONT FACE OF CURB CURB RADIUS 3' S 4' MIN. A---J PLAN VIEW OF RAMP APPROX. ROUND ALL SLOPE 10:1 SLOPEINTERSECTIONS 5,---4 4, 1 5' MIN. 14' MIN. ELEVATION OF RAMP 1" PER FT. OR FLATTER 4" CONCRETE WALK ,•: 4" BASE CONCRETE CURB °^ - AND GUTTER SECTION A —A REVISED 11/03/05 PAVEMENT 1- mM1.DNi Haml.ake,hLtl PVMT-17 FILKM" PEDESTRIAN RAMP Pbw=952933 M2 F. 9� 9331153 Iklacmm L24"X36" SLAB OPENING FOR CASTING AS SPECIFIED. __y DIMENSION FROM BACK OF CURB TO CENTER OF PIPE. (VERIFY WITH SHOP 0,01 DRAWING OF SLAB) m 4' DIA. MH - 9" IN FROM BACK OF CURB 5' DIA. MH - 3" IN CURB mm 6' DIA. MH - 3" BEHINDMBACKKOPFCURB 7' DIA. MH - 9" BEHIND BACK OF CURB __ . 8' DIA. MH - 15" BEHIND BACK OF CURB -NO BLOCK STRUCTURES ARE ALLOWED. CASTING AND ADJUSTMENT RINGS AS FLAN SPECIFIED. 6" PRECAST REINFORCED CONCRETE SLAB. FOR 6' DIA. MANHOLE, AN 8" PRECAST SLAB IS REQUIRED. VARIES TOP OF BARREL SECTION UNDER TOP SLAB 12'-16" TO HAVE FLAT TOP EDGE SEALED WITH 2 BEADS OF RAMNEK OR EQUAL. VARIES 4' TYP. ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. 5" VARIES PRECAST CONCRETE SECTION MANHOLE STEPS, NEENAH R1981J OR EQUAL, 16" ON CENTER AS APPROVED BY OSHA. PIPE DOGHOUSES SHALL BE GROUTED ON BOTH 6„� DIA THE OUTSIDE AND INSIDE. MINIMUM SLAB THICKNESS, 6" FOR 14' 6 - SECTION DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14', AND REINFORCE WITH 6"X6" 10/10 MESH. GROUT BOTTOM .REVISED 11/03/05 STORM SEWER - ` Hamlakg2lN CATCHBASIN MANHOLE WITH STM-03 H+bM:.g,bN hlb-mok mm RECTANGULAR OPENING O Enw=9529330972 P.- 9n 2" X 2" WOOD OR STEEL FENCE POST 5' MINIMUM LENGTH AT 4' PLASTIC ZIP TIES MAXIMUM SPACING (50 Ib. TENSILE) LOCATED IN TOP 8" GEOTEX11LE FABRIC - OVERLAP FABRIC 6" AND FASTEN AT 2' INTERVALS (MIN. WIDTH 36") x LAY FABRIC IN THE TRENCH MACHINE SLICE 8"-12" DEPTH (WITH 6" FLAP). OF RUNOFF DIRECTION F z N W j jm zm N zW �F N 0 a 5/8" POLYETHYLENE ROPE J SUPPORT POST NOTE: ANCHORAGE ATTACH FABRIC TO SUPPORT POSTS WITH PLASTIC ZIP TIES REVISED 11/03/05 GRADING /^\ _ ` Ham Lk�MN GRD-01 Mw SILT FENCE - STANDARD MACHINE SLICED Ph^^=9 933 o9z F.' gM 9331153 o LLWemm EXPANSION JOINT 6" CONC SIDEWALK SLAB TOOLED3" RAID. RADIUS EDGE 3" RAD. 4 s SLOPE" 6" PER FOOT MAX. 6„ s PAVE E T / ` SECTION BASE MATERIAL 6" 6" NOTE: SEE ARCHITECTURAL PLANS FOR DETAILS ON DOWEL PINS, EXPANSION JOINTS, SIDEWALK SLAB AND SIDEWALK BASE_ MATERIAL. REVISED. 11/03/05 PAVEMENT PVMT-09 Dd=$hL'i Ham Lak=MN Mimem"k0.hS1 1:5 INTEGRAL SIDEWALK AT B612 CURB Ph— 9529330972 in Ea:a w�lk e GROUT BOTTOM OF MANHOLE TO 1/2 DIAMETER AT PIPE AND SLOPE GROUT 2" TOWARD THE INVERT. MANHOLE STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL PORTION OF CONE AND STEPS ARE FACING DOWNSTREAM. CASTING AND ADJUSTMENT RINGS AS SPECIFIED. PLAN •NO BLOCK STRUCTURES ARE ALLOWED. MANHOLE SHALL BE PRECAST IN ACCORDANCE WITH ASTM 27" C-478 MAX . �27" MANHOLE STEPS, NEENAH R1981J OR 4,.. I EQUAL,16" ON CENTER AS APPROVED BY OSHA. ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS. VARIES 12"-16" 4'PIPE SHALL BE CUT OUT .. FLUSH WITH INSIDE FACE OF WALL. 5„ VARIES ALL DOG HOUSES SHALL BE GROUTED ON INSIDE AND OUTSIDE. MINIMUM SLAB THICKNESS OF PRECAST BASE 6"IS 6" FOR 14' DEPTH. INCREASE 1" FOR EVERY 4' OF DEPTH GREATER THAN 14'. SECTION REINFORCE WITH 6" x 6". REVISED 11/03/05 STORM SEWER Ham]ekSMi STM-01 ice' STANDARD MANHOLE Pho 9M 933 B72 Fu95529331153 dkivcmm Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 CAP REQUIRED —CAP REQUIRED REFER TO SIGNAGE PLAN I I I I I I FOR DETAIL I L I J 2" GALVANIZED 2" GALVANIZED STEEL PIPE, STEEL PIPE, ROUND, SET IN 60" TO ROUND, SET IN CONCRETE CENTER OF CONCRETE 7'-0" SIGN MOWING EDGE 2 0 II�I� REFER TO SITE MIN I �;I 36" PAVEMENT PLAN FOR I I' SURFACE TREATMENT ,, r— II : ww _ " 'I I 2-0I. 1 -6" GALVANIZE MIN. 3'- 0" Oo�I���I�� I I_I STEEL CASING CONCRETE CURB I I .' LL 9 I j .'I ONCRETE TING & GUTTER L i T7 = FOOTING z4 L CONCRETE I FOOTING 0 1 12" SIGN INSTALLED IN HANDICAP STALL PARKING SIGN LANDSCAPE AREA INSTALLED IN PARKING LOT NOTE: SIGN TO BE 2-SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER REVISED 11/03/05 LANDSCAPE /`­� Dm�a.My HwL k5h4 LDSP-01 r >Fb�'�N ht�m"ka,haa SIGN INSTALLATION - TYPICAL Ph =952933M2 F 93 933115 o lkiocr"m FINISHED, GRADE 1-1/2" BIT. WEARING COURSE, CERTIFIED PLANT MN/DOT SPEC. 2350 LVWE45035B TACK COAT, MnDOT SPEC. 2357 1 1/2" BIT. BASE COURSE, CERTIFIED PLANT - -_� MN/DOT SPEC. 2350 LVNW35035B 6" AGG. BASE, CLASS 5 (1007 CRUSHED OR RECYCLED CONCRETE) MN/DOT SPEC 2211 SURFACE COMPACTION NORMAL DUTY FINISHED GRADE 1-1/2" BIT. WEARING COURSE, CERTIFIED PLANT MN/DOT SPEC. 2350 LVWE45035B TACK COAT, MnDOT SPEC, 2357 _ 1ll111,,r�,1-1 2-1/2" BIT. BASE COURSE, CERTIFIED PLANT MN/DOT SPEC. 2350 LVNW35035B 6" AGG. BASE, CLASS 5 (100% CRUSHED OR RECYCLED CONCRETE) MN/DOT SPEC 2211 SURFACE COMPACTION HEAVY DUTY REVISED 11/03/05 PAVEMENT �� DW"a,hIN Ham LakSMN PVMT-01 Mmmmoka,hs3 TYPICAL BITUMINOUS PAVEMENT SECTIONS Ehom=952933 M72 Fa K9331153 o Ikmcr"m PRECAST INVERT MUST BE 1/2 DIAMETER OF THE PIPE AND BENCHES i I SLOPED 2" TOWARD THE INVERT. ' I, 1 ---- MANHOLE STEPS SHALL BE PLACED SO ' . THAT OFFSET VERTICAL PORTION OF CONE I AND STEPS ARE FACING DOWNSTREAM. PLAN CASTING AND ADJUSTMENT RINGS AS SPECIFIED. -MANHOLES SHALL BE PRECAST IN ACCORDANCE WITH ASTM C-478 27" MAX MANHOLE STEPS, NEENAH R1981J OR EQUAL,16" ON CENTER AS APPROVED BY �27 OSHA. STEPS SHALL BE PLACED SO THAT OFFSET VERTICAL POSITION OF CONE AND 4 STEPS ARE FACING DOWNSTREAM. ALL JOINTS IN MANHOLE TO HAVE RING RUBBER GASKETS. VARIES PRECAST INVERT REQUIRED.. 12"_16" 4 PIPE SHALL BE CUT OUT FLUSH WITH INSIDE FACE OF WALL. VARIES 5 KOR-N-SEAL MANHOLE BOOT OR EQUAL. •ALL DOG HOUSES SHALL BE —� —� GROUTED ON INSIDE AND OUTSIDE. MINIMUM THICKNESS OF PRECAST BASE IS SECTION 6" FOR 14' DEEP OR LESS, AND INCREASES i" IN THICKNESS FOR EVERY 4' OF DEPTH REVISED 11/03/05 SANITARY SEWER Hvm L,ke,MN SAN-01 MimeaoMghN STANDARD MANHOLE o Phwc 952933 F912 F.: 9552933 1M RECEIVED CITY OF BROOKLYN CEN H, F-�riATy C\:� ou N .t'ri �ayi bA cd' M M q N p cM1 OM+" Fi dap NN a x xw � o 0 0 +v. .S 7 A A 0 U O o r T EE N a—� O L o d� � W C C 0 0 •- c OZ 0 ao.o � CU y W O C J E U N mww o� 0 0 Tam �E�° NL q 1n m N N v y L T O L O = L m�3 Q - E 0 2 H Z O W; 0 N U) 5 w to �m aZ' Fn ® W e � a W I— 0- (D O Q LL O 0 1 5 a z � (p �p F U� Wo w -Wi CD F\ ¢ I'7 V) U Q O a o 02006 RLK INC. Call 48 Hours before digging cM) g M 0 In PLANT SCHEDULE GOPHER STATE ONE CALL °�°� ��In fS �.� Twin Cities Area 651-454-0002 pax MN. Toll free 1-800-252-1166 x 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 o LANDSCAPE ARCHITECT OF DISCREPANCIES OR VARIATIONS FROM THE PLANS. REFER TO LANDSCAPE DETAIL SHEET L1.1 FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND PLANTING CIO DETAILS. v REFER TO UTILITY PLAN FOR UTILITY LOCATIONS. b A REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL AREAS. U REFER TO SITE PLAN FOR DIMENSIONING. oo 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. NOTE: THE ABOVE LANDSCAPE TOTALS ARE GIVEN AS A CONVENIENCE TO THE LANDSCAPE CONTRACTOR. THE ALL LANDSCAPED AREAS TO RECEIVE SOD EXCEPT WHERE NOTED OTHERWISE. SOD SHALL BE LAID OUT PARALLEL o „ TO CONTOURS AND HAVE STAGGERED JOINTS. a— 00 LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING COUNTS WITH .LANDSCAPE PLAN. " � \ ALL PARKING LOT ISLANDS SHALL RECEIVE 4 DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC EXCEPT WHERE SOD IS INDICATED. 0.0 0 +. ALL SHRUB PLANTING AREAS SHALL RECEIVE 4" DEPTH OF SHREDDED HARDWOOD MULCH OVER LANDSCAPE FABRIC cao WITH A POLY EDGER. o ¢ o z a 0 \ \ ALL PLANT MATERIAL AND PARKING LOT ISLANDS SHALL BE IRRIGATED. PROVIDE PVC SLEEVES UNDER DRIVES FOR H y 0 2 J o e IRRIGATION PIPING AND ELECTRIC POWER. = N mew LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF THE IRRIGATION PLAN TO THE LANDSCAPE TJ" ARCHITECT FOR APPROVAL. E CIL N m N 6" MIN. DEPTH OF TOPSOIL TO BE USED IN ALL PLANTING AREAS. MIXTURE SHALL NOT CONTAIN \ \ MORE THAN 35°SAND.MIXTURE. i v tw�J \ ALL TREES SHALL BE WRAPPED WITH FIRST —QUALITY HEAVY, WATERPROOF CREPE PAPER EXCEPT HACKBERRY t E o S o° o / FROM SEPTEMBER 15 TO APRIL 1. G \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BROOKLYN CENTER STANDARDS. 3 o W '.d Of F \ LANDSCAPE DATA 3 '�Ss �\ REQUIRED LANDSCAPE I H LANDSCAPE PLANTINGS \ ® \ 3ry 8 /'\ e e \ PAR 12 I c°O 2�^ �'` o a\ 3 °a G e PLANTING TYPE MIN. SIZE POINTS/ PLANT MAX. % OF POINTS SHADE TREES 2.5" DIA. 10 50 CONIFEROUS TREES 5' HT. 6 40 DECORATIVE TREES 1" DIA. 1.5 35 SHRUBS 12" DIA. 0.5 25 12 Pf P L l , ,y��y� 3 o POINTS REQUIRED PER ACRE 5' ' w: / ® 00 LAND AREA OF SITE IN ACRES 0ON 22 PARKING Q\ c A SPACES \ m \ CODE QTY I COMMON NAMEAATIN NAME SIZE IROOT REMARKS PLANT TYPE A 4 ISWAMP WHITE OAK 2.5 B&B STRAIGHT LEADER DECIDUOUS 1 Quercus bicolor BLACKHILLS SPRUCE CAL. 6 I B&B AND FULL CROWN FULL FORM OVERSTORY TREES Picea lauca densato HT. TO GRADE CONIFEROUS OVERSTORY TREES 2 SCOTCH PINE 6 B&B FULL FORM Pinus s Ivestris HT. TO GRADE PF 4 SPRING SNOW CRABAPPLE 1.5 B&B TREE FORM DECIDUOUS 2 Malus 'Spring Snow' DWARF BURNING BUSH CAL. 5 CONT. AND FULL CROWN PLANT 5 —0 O.C. IN ORNIMENTAL TREES Euon mus alatus 'Com actus' MASS OR AS SHOWN DECIDUOUS SHRUBS 12 IVORY HALO DOGWOOD #5 1 CONT. PLANT 5 —0 O.C. IN Cornus alba 'Bailhalo' I MASS OR AS SHOWN G 15 ENDLESS SUMMER HYDRANGEA #5 CONT. PLANT 3 —0 O.C. IN Hydrangea macro h Ila 'Endless Summer' MASS OR AS SHOWN H 15 TECHNEY ARBORVITAE #5 CONT. PLANT 5 —0 O.C. IN Thu'a occidentalis 'Techne ' MASS OR AS SHOWN EVERGREEN SHRUBS 0 N 5 W U \ \ J co \ \ H ;U < H \\ ROPOSED d REQUIRED LANDSCAPE n z 7 RETAIL BLDG \ LLl S2 o 3,700 S.F. z \�?N< D \ 80 POINTS REQUIRED �' 0 a E FFE=869.00 \ Z g a G . ` \\\ ° \ �rL e,° � Ill 0Lo'1 m 3 \ PROPOSED LANDSCAPE B I\ od I v D \ \ \\ 4- DECIDUOUS OVERSTORY TREES— 25CALB&6= 40 DO NOT � \ ." . o I- ENTER a .\ ^a \ \ 2— CONIFEROUS OVERSTOYR TREES— 6' HT. B&B= 12 O - 4— DECIDUOUS ORNIMENTAL TREES— 1.5" CAL B&B= 6 ° E D E WAY / �I` a \ k� \ 44—SHRUBS CONT. 22 > 2 3 X3 y 3° Nd \ dd TOTAL POINTS= 80 ni d "d UT U — -._ %i UT \\UT d°a et a er IF LEGEND —x x Ts \ PROPOSED EXISTING UTV UT �U V T °�—tr-c erete Walk_ TVdG UE UE a _ d —d E .-.T:U RI� E UE UE UE UE WATERMAIN ° \ - �E. uE FIRE HYDRANT W/ VALVE of / of 'EN"fRY d .. ° d concrete apron ., concre cur GATE VALVE ►� pd —C p Z a \ � 4_1 F POST INDICATOR VALVE 0 ® O 3 G � bituminous surface p� \ SANITARY SEWER > > 0) J 3 STORM SEWER —>> 4-1 E �Q / I SANITARY FORCEMAIN FM FM R GIVE 2 �+ TI �/ \ —pI p 0n / / / / —�C / / r Q w s CJ9 / /� �VC �C /bOl� �� \ SEPTIC SEWER AREA --------------- D ZL a pry MANHOLE s SANITARY M a concrete cur a ° _ GAS MAIN ® APR .I ?nary. I�e n / ° UG y`r ^� p�p/� - L Vi.sV Y G_1�Q/� o ^ d a°oncrete island a .concrete curb'' da' " UG UE -It f (,1F tJf7V011i.V1`I •0 U LLI V / ° d d > d — ) > d <>' , ;� OVERHEAD ELECTRIC OE CLPlrL — —1U M — UNDERGROUND ELECTRIC UE UE V) ryQ M a F OVERHEAD CABLE TELEVISION ary OTV Y IZZ m (HCSAH NO. 130, PLAT 27) - bituminous surface SL (Per Document No. 9 946929) UNDERGROUND CABLE TELEVISION ury ury _T NORTH _j p OVERHEAD TELEPHONE or oT E — m UNDERGROUND TELEPHONE UT UT J M FIBER OPTIC TELEPHONE FO Fo i POWER POLE -e- -$ CATCH BASIN 0 ED w CATCH BASIN MANHOLE 0 ® 0 20 40 O o a N STORM MANHOLE 0 p O 41\ n9 SCALE IN FEET Ui r- (0 a r� U) J a� d r N O - r - — LI II7 - _ TYPE OF DEVELOPMENT 0-2 2-10 10+ OFFICE 100 80 60 REST /REI,, CE/ HOTEL r 7fI, E 11' �: LIGHT INDUSTRIAL ae 60 40 75} 60 50 HEAVY INDUSTRIAL 60 50 40 OFFICE/ INDUSTRIAL (OVER 25% OFFICE) 90 701 50 MULTI -FAMILY RESIDENTIAL 901 751 60 02006 RLK INC. N� \ a / 0.1 0. 14 0.2 0.2 00 / 0.3 2 ° 7 0.1 0.2 0 \ 2.6 2.5 1.1 \ \Q.8 \\ 043 ® \ 3 0 o0 P 00 0.2 )YEE 1.8 1. � 0 \ 0.Z\ 0.Q. PARK \��\\�G / \ \\� \N \ \ 0. o / �.8 I 0.5 0. 8 \ 4(7� rA.y: P �O P P I I Ll_ aPP Lip 0} L q.6 I 1 2 0.7 1.0 Z_Gj9P\ �3 S 4 � o kill d ® \ --� ��_ \ ° ❑ 2❑ \ ;�� ❑ KING ❑\�B ° 2c\S\ c\ \... 22 PAR 0.0 0.1 �� 4 0.8SPACE$4 2 9°F 2 �TB\ Q•�\ 2 \ \\ 2 N d . 0.0 0.1 0.2 3.8 o it q 1.2 ..2 3. 1 \ 0. --' I RETAIL DG \ `` -- I � 3,700 S.F. 0.0 0.3 1. I 8 FFE=869.00Cl 1.4 1.5 2 01, 0 \ g ° ° od `❑' I ❑ ❑ ❑ o ❑ 3 0a0 mom. b" 0.0 0.2 v �.. 12E) NOT 1.2 1.7 2.0 1. 0�7z�o -BUILDING SETBACK qry\ t, ❑ ❑ ❑. ❑ ❑ ❑ ❑ ❑ �91\moo❑ \ ❑ p�`L 0.0 0.1 I 2.8 1.9 2.4 WAY .7 2.4 2.3 o O o� r 0 .� ' :O 0.0 \ lIX3 \a i ✓/(\\3'�� m \\ '.d n aa' 0 0.0 0.1 0: -- d <. ° \ d a at ^ Prm r _UT U UT UT UT �- .. UP / UT UT T / 8573 T - 30 4 TS _x ^ ❑ i ❑ ° I walk❑ ❑. ❑ ❑ ❑ p d Ii, p \ IV 4 UE "�- UEd JE ![Jl''� UE UE UE UE UE UE / " ENTRY \ concrete apronIn In 13 M concre a cur / J ">5� 0.0 Oo 2 0.2 0.2 0.0.2 0.1 0.1 0.0 0.0 0.0 0.0 9 bituminous surface --Q� - j o.o�/ o.o o. �9 CA V� LAH /�l�/:? 0.0 0.0 0.0 � 0.0 \ \ \ 0 /t` Southwest corner of the Southwest Quarter of Section 27, / / o concrete curb < - Township 119, Range 21, Hennepin County, Minnesota ° d � � d a oncrete•islantl a,concrete N9oro GIM 00 E _ 143. 94 / _ a d _ _ _ _ > >> > �J q ° 968.11 -South line of the Southwest quarter of Section 27 \\ ^-South line of the Southwest Quorter of Section 27 i (HCSAH NO. 930, PLAT 27) \/ bituminous surface-A� Southeast comer of the Southwest Quorter of Section 27, --� -Zr-(Per Document No. 1146929) Township 179, Range 21, Hennepin County, Minnesota �l Call 48 Hours before digging o m GOPHER STATE ONE CALL '.Gn Cf b!J MM C mcnA !ll Twin Cities Area 651-454-0002 BapyO Q Ncq �� MN. Toll Free 1-800-252-116610 xw a FIXTURES MUST BE WHAT IS SHOWN ON SCHEDULE Luminaire Schedule FIXTURES MUST BE THE FOLLOWING: Qty I Label I SymboliTDescriptlon Arrangement I Lumens I LLF I Filename 1 A Gardco G18-1-4XL-25OMH-HS SSS20-4-11-D1-xxx SINGLE 129000 1 0.700 1 GW4X25MS,ies 3 B Gardco G18-1-3XL-25OMH-HS SSS20-4-11-D1-xxx SINGLE 129000 1 0.700 1 GW3X25MS.ies YDUMM lamps, U. /LLF 20' Straight square steel pole, 3' tall concrete base. Filename: G:\Serverl\AGI32\SCOTT\RLK\Jeff Itg.a32 Date: 3 28 2006 Numeric Summary Project: All Projects Label I CalcType I Units I Avg Max I Min A Min Max Min all area I Illuminance I Fe 10.81 13.8 10.0 10.00 1 0.00 ALD,Inc. ARCHITECTURAL LIGHTING DESIGNS,INC. 2920 ANTHONY LANE ST. ANTHONY, MN 55418 612-252-4100, 612-252-4141 fax CONTACT: SCOTT HARMES DISCLAIMER This lighting plan specifies luminaires supplied by ALD. Any deviation from this plan or use of luminaires other than ALD products will require full submittal of fixture sample, drawings, and lighting plan to city, engineer and landscape architect for prior approval. These calculations are NOT valid for owner or city approval using any "non-ALD represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. Calculations have been performed with our best interpretation of the details given to us. Some differences between measured and calculated results may occur due to intolerances in calculation methods, testing procedures, component performance, measurement techniques and field conditions such as voltage, temperature variations, lamp manufacturer variations, and other variables. Calculations do not take into consideration objects such as, but not limited to, trees, buildings, pavement, sidewalk, or cars. Calculation values represent horizontal (i.e. light meter facing straight up) illuminance FC levels (unless otherwise noted). If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. ALD is not responsible for acquiring or interpreting any local lighting codes. These lighting calculations are not a substitute for independent engineering analysis by a professional engineer. NOTE: xxx= Landscape Architect to select standard paint finish. 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