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STEEL, STRINGER: SEE I �\ PROPERTY LINE BOLLARD, Q ELEVATIONS. _ � ALUMINUM THRESHOLD. � \ d 4' TREAD: GALVANIZED / BAGKII DING CONCRETE FIER. _ STEEL GRATE PR OFKICSTRINGER. AREA ARCHITECT APPROVED FINISH FLOOR / 2' ALTERNATE. PAINT. ELEVATION 100'-0' OF STRINGER. � � ` . 15'-0' PARKING, DRIVE GRADE UNE/ I 5TEEL CUP ANGLE: loll GRATE OR ARCHITECT NURP POND SETBACK UNE PAVING SURFACE. RISER ER: itJ I WELD TO INSIDE o, o 0 0 0, o 0 0 0 GALVANIZED M L. ° ° APPROVED ALTERNATE. PAINT TO MATG _ _ FAGS OF STRINGER. o m ^= N �\ FIREcLA5 GRAVEL m 5/8' ANCHOR BOLT ° o ° ° o ° o . FIRE ACCESS ROAD TKi READS. I ° (z TO CONCRETE PIER. o L Q — RISER HEIGHT: A5 0 > a ° I STAIR SLOPE TOP OF PIER. e ° o _ _ _ _ _ _ _ _ _ _ _ _ o SHOWN ON — o ELEVATIONS. MAIN- o° o --_ —1 I—I� ---- 1 1 1 II a — 1 P�C�01 % f�AI KaNc� I I I I 'o 0 o LE WITH — I rl { � ANG EL TE a 5 I 11 e 1 (v •, >. • •. • TAIN RISER HEIGH T - - I AT GRADE. 5/8' PIA. ANCHOR I I 1 I 1 1 \ �, o GHAMPHER CORNER. CONCRETE FLOOR o 0 0 0 " L a NOTE: ALL R15ER5 OPEN EXCEPT �. • SLAB. BOLTS. \ b 1'-4' O.D. GONG. FOR. WHERE CLOSED RISERS ARE o ° o , Q o o GRADE. \ " INDICATED ON FLOOR PLANS OR r 1/4' STEEL PLATE i o AT 6' PIA. PIPE. ° CONCRETE PIER: SEE CONCRETE EXIT ADD ° o STRINGER. b SO ACCORDINGLY SITE PLANS.\ AI ELEVATIONS. FOUNDATION. N CLOSERS WHERE REQUIRED: °° P STAIR \ e a O b LANDING GUNNEGTION I 5'-4' X 5'-4' C,ONGRETE BRE KAWAY 5 STAIR BOTTOM BEARING PAD. TYPICAL FIE GRAIN 4 EXTERIOR BOU,ARD Al.l SCALE: 1 1/2' = I' O' W TH SIGN. Al.l SCALE: 1 1/2' = 1'-O" SURM UNTABLE 1 CURB L - WELDED WIRE M55H 1 III _ _ I \ BLUE SIGN W/WHITE EXPANSION JOINT: REINFORCING. 20 O O.G. - MAX. RED LETTERS ON BORDER. LOGO AND TERMINATE MESH WHITE FIELD - 3M e" VERBIAGE SHAD F TOOLED EDGES. 1' EACH SIDE OF ON BOTH SIDES OF �In JOINT. -I � OR 50, ENGINEERED ��� SIGN WHERE REO'D. - �y� GRADE REFLECTIVE �- � " ° , J _ 35z-6• NO Ali ds , ° • — SHEETING ON AUUM 0 Q '-• r —` — ° I $ _ 1 2' DIA. STD. 5TEEL PAS, r I _ - - ., PIPE POST. Q ��%•:� •� • ' � I _ _ _ I BUILDING LOCATION DIMENSION STRING k COMPACTED I _ - 6' PIA. STD. STEEL GRANULAR FILL: 1 _ _ _ GONG. SETBACK BUILDING I ' _ _ I APRON SETBACK PIPE. FILL WITH 555 5PEG. FOR TYPEI _ ET E AN D THICKNESS. I LINE CONCRETE. - L 2' PIA. STD. STET EXPANSION JOINT PIPE. PAINT DARK _ I PAINT PIPES DARK BRONZE TO MATCH O o BRONZE TO MATCH I _I ALUMINUM WINDOW � CONTROL JOINT: WENDED WIRE MESH FLOOR v �; ALUM. WOW. FRAMES. TOOLED EDGES. REINFORCING I I OF TRASH ENWALLS CLOSURE SHIPPING DOCK Q FRAMES. I — - _ 1 15'-0' PARKING, :o PAVING SURFACE. _ S SHAU. BE SEAL COATED. N I K E ETBAG GRADE. GRAD . _ DRIVE 5 , 11-0' PIA. CONCRETE UNE 4.5 AC. PIER. SLOPE TOP. ,.., I _ _ - - I m 12.24 AG. WAREHOU6E NOTE: DISABIUTY b 203,04E S.F. h !" PROVIDE KEY AT AND COMPACTED I — _ E N p i I to >t a SIGN FAG GOLD CONSTRUCTION / `I �y� . MOUNTING HEIGHTS GRANULAR FILL: I _ _ � _ _ I o < A5 REQUIRED BY JOINTS ONLY. I PROPERTY O MINNE50TA ACCESS- SEE 5PEG. FOR TYPE I _ _ p _ _ I Z i PROPERTY o • , TYPE B M UTY GODS. CONTROL JOINT AND THICKNESS. rn — -U _ _ 1 d LINE p 8' PIA. CONCRETE �� A 86-12 CURB 1 _ _ 'D° P. AT ALL E . " —i P VED AREAS PI I R z � l 8 DISABILITY AGGE55 PARKING SIGN 9 SIDEWALK JOINTS Al.l SGALE: 1" = I'-O' 1 - - - T PARKING SIGNS Ala NO 5GALE Al.l NO SCALE I I 70 t - - -I '-b' q'-6 4'-0' '-6' q'-b' 4'-0' '-O i RA DIUS I/2' RADIUS 3 TRAILER n PAVING 2• 6 FINISH GRADE _ I _ — 12 19 18 NOTE: 1 - ° o - - I i PAVING SHALL BE • REFER TO CIVIL I _ _ I PARKING AREA DRAWINGS FOR 1 _ _ _ ° SITE DATA: ' BITUMINOUS ANY ° . . • SECTION 10, TOWNSHIP 118 NORTH, RANGE 21 WEST I _ - —i °'� � , LIGHT DUTY - ALL SUB -GRADE — ° OTHER PAVING AT THICKNESSES r-e SITE SIZE 12,24 +/- AGRES 5'-O' BUILDING °6 d N DOCK AREAS AND AND PLACEMENT. SETBACK UNE - _ d MAIN DRIVES Y. MNDOT 136-12 CURB 53RD AVE. SITE COVERAGE SHOWN APRON CONCRETE MALL BE HEAVY DUTY. TWIN o 1 APRON UNL CURB RADIUS ARE I n. e. SIDTWAu : RTE PROPOSED 38% +/- (FOOTPRINT) 1 as UNLESS NOTED OTHERWISE PLANS AND 52 A m N PAVING 6 P LAKES m r 17 15R p i C rt SPEGIFIGATIONR � BUILDING DATA: OAK 5T. �. �� PHASE 1 p d RECEIVING DOCK m 21'-4' a 6' > REFER TO CIVIL ° o ° °, v ° • z z ¢ ¢ OFFICE 15'-O" PARKING, 153' O' 3 R. > DRAWINGS FOR o 5,80E S.F. DRIVE SET- q q P. 24 d D ° SAD T WAREHOUSE 04,240 S.F. BACK LINE I A BITUMINOUS AND 4 ; SURMOUNTABLE b 5 m R• RUB_GRADT NEB, 515T AVE. Q TOTAL PROPOSED 203,040 S.F. 1 � � N CURB d; toR. A m THICKNESSES I'-e q/ w 50TH AVE. 1 3 a AND PLACEMENT. ��qp 50TH 15URMOUNTADLZ CURB Cj �TE moo° PARKING DATA: BREAKAWAY FIRE b• 4'-0 ,n'-0 o REQUIRED @ 1/500 254 STALLS CHAIN W/ ADJ. SIGN. 49TH AVE. 100 STALLS 1 tooR. 10 CURBS AND GUTTERS \�� SHOWN PROPERTY I I_ I- I- 1-1 I 1_ 1 I I_ I_ I_ I_ I_ I_ I_ I_ I_ I_ I_ I_ t_ AIU 5GALE: 1" 1'-O' ¢ UNE L - - PROOF OF PARKING LAKE REEZE vE. PROOF SHOWN 151 STALLS I I L _ 45TH AVE. TOTAL 251 STALLS - - - - - - - - - - - - - - - - — "' RYAN CONDITIONAL USE PROPERTY UNE � ETT GENERAL NOTES: LAKE LOG. IN DOCK AREAS 163 STALLS SBUILDING SETBACK LINE F. � I. SITE INFORMATION TAKEN FROM 5. HANDICAP STALL SIZE 9'-O' X 1R'-6' 46-M AVE. TOTAL INCLUDING PARKING 263 STALLS DRIV15'-0E PARKING, w A SURVEY PREPARED BY KEMPER WITH ADJACENT 9'-0" X 19'-6' ACCESS WN DRIVE SETBACK a AND ASSOCIATES INC. DA TED 3-9-98 AISLE DESIGNED FOR BOTH GAR PROVIDED AS SHO I UNE o I 2. SEE LIGHTING PLAN PREPARED BY VAN PARKING. (UNIVERSAL DESIGN GONFIGURATIOM. a a J.T.H. UGHTIN ALUANCE DATED 4-29 99 45TH AVE. BUILDING DATA: I I I �P��2621 FOR EXTERIOR AND SITE LIGHTING. 6. ACCESSIBLE PARKING SPACE AND 3. SEE UTILITY PLAN PREPARED BY AGGE55 AISLE SHALL BE LEVEL WITH OCCUPANCY TYPE 51 FULLY POLARIS GROUP DATED 4-29-99 SURFACE SLOPE NOT IO EXCEED FOR BLDG. SERVICE LOCATIONS. 150 (2%) IN ALL DIRECTIONS: VICINITY MAP SPRINKI�ERED � APR UggD � NORTH q. A DESIGNED TRASH AND TIONS. CONSTRUCTION TYPE 11-N iV AREA SHALL BE PROVIDED WITHIN (NO 5GALE) THE BUILDING. �\ 4 PROJECT SHEET No. a- LOCATION- 1 hereby certify that this Plan, specification, a WICKES DIaTRIBUT 1®N CENTER u RYAN y direct I report was prepared b me or nder my FiEVISIDNS 4,'. `[`�1 Inc. ; ; ¢ �11 ��JiIfY COMPANIES supervision and that I by a duly Peglstered MOM,^ CENTER, MINNE!WTA ALI FILE NO, ►✓ Jl jl Companies �J i •a 4-29-99 CITY SUBMITTAL' � q US, INC. Architect under the laws of the State of i 0 Minnesota. pRyan n 3 o� �Q(Udg¢gi15n� ��ra$�sE6 �a �1j S$�b®L3ol d�® } .'� '•.6: SHEET JOB N0. 9O1-216 ri t a TITLE SITE PLAN DATE - Reg a No. 4-26 99 i D Date Minneapolis, �lra. 612/336-1200 ® Second Avenue South po tional Cents 900 � 700 interne 3 DRAWN ENV, DARYL — — — - CHECKED BY -- -- i I I 1 ! � 1 i I I I : � i i I - L - __ - __ I - - - __ - ___ - -1 - - - _ __j_ - - - - --- - - - - - ­­ - -- - - - � I I i - � � _1 L __ - __�__ : � I - - __ - - - I', __ _,____�_ -_ I __L_ __ - _____i 11 I I __ - - - ___ - - __ L ___1 ___ - I - --:--- __ _____ I \ \ � � I i I . I "_� I 11 I I I " " I I 1,111 I " "I-,,,," "`­_1"11____ � I I 11-NI- ,,," I I" I I . 1. IN IN , "'� , N,�� . ...... . "'N"NIN" --""" :§,,��s�::""," ,,,� ", , ,�,� �,,�,N, , , I "" si, ,�,,��,, 11 ", , ., , , " � , , I .. ... "I ,,,, ""', � � , I , � - I . . . .. .. .. I 1, � 11, """N"'.""', � ", I � 1 .... l::::: \ " `,�, ",", .... 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I LOCATION: WICKES DISTRIBUTION � : i : plan, specification, or , I I I I I hereby certify that this .-- � I I I I 0 1() �Vm � report was prepared by me or under my direct 1� 11, ­ I �i I - , . I 11 : _�", , ; I ; 7 o 4J 1 1 Registered RMSIONS I t If,% S , iJe� :,fN at I am a duly I FILE NO. I n I �,,,,%.,,�,o � ,ti�, I - I I ,1V - ­ BROOKLYN CENTER) MN . - , POLAR My a rx 1i Corn* -%an e ww"""­*� 1;iIl�' i "\ Engineer under the laws of the State of TWIN LAKES BUSIN I C-1 1� IS+GROUP i US, Inc. xil 1 17 -��'F U � , 0) I I � ­ D Mir)6_es�ta., . � JOB NO. I -1 lb I , I L F , 11 �', ,IN, I �_? I , " � ?, _!', -, " � ,� �'� I" 11 D, Mbm : � I Do NI Ir, �i%I, I A i BU , I I 11 I 1 - I �' � (GEMATFIM WAYZATA BLVD. Biw4gig4mg L0606%9 1&610lT40na&d?0 I "I � , ­ ,_ k cks��,_ -- 6=tz�l TITLE: N , - I HEET , I �1? , _c, K& 10801 - : -, I:,- �. I 'I" I I L I`] I "� GRADING PLAN 0 � 10801 WAYZATA BLVD. I � � I '_ij� % i � 1 14, 1 1 ,�� I-i I % - SUITE 270 1 , f _" IC U z I SUITE 270 � �, : i I I . I L I El Devebprs I Dat0h2/1 Reg. No -; ebn a - � - I 0 MINNEAPOLIS, MN 55305 MINNEAPOLIS, MN 55305 1 700 1ntW=t1*n51 Ccntrc goo Second Avenuz South MinneWHS, MN, 612/W6-200 � L ; - I :, I ? q DRAWN BY: . Lq ! 11 Ill . I M111 I I . I CHECKED By' . - - ___ - � -_ - -_ --- -_ --- - --- -_ - - --- - I - __ _ - I . I I - - __ - _? - __ - - __ - - __ __ __ ___ __ - ----I-- - �- -71 ____t F __ _____ _ - - - ___ __ - - F - ____ __ - - ------- �m - _____ I ! : I ______ � : : --- - i � I ---,--,---- - ___ - -F - - --I- - - - - - - __ - - - _ - - _11 ___ I - I I � I i I i I � 1� [___ I I I I I i : JOSLYN PROPERTY d , :_.;' SHEET NO. -; PROJECT LOCATION: ISTRIBUTI❑N CENTER LLry certify that this Ian, specification, or hereby Y P WICKES D e or under m direct '' s re ared by m Y BUSINESS PARK REVISIONs o o P P TWIN LAKES BU FILE N0. .e° C 2 F a:< j duly Registered ® D I1NJ supervision and that I am a Y 9 0 E, 1 ��(� of M N a y �J the state CENTER GROUP ��1�� under the laws of BR❑❑KLYN ,POLARIS K an Co , o Dp�p� �{,�T .✓�y('jy o��� ��ll� !� 7 JOB NOd �'dII�II�a IL¢aaitII.801 WAYZATA BLVD. All a „#,, } R f$ SHEET ATA BLVD. 10 � � ,. �, c,`�10801 WAYZ j� g ..::.. _ ,� ,, �_ .TITLE. ❑LZsuITE 2�o k o 0 o ER❑SI❑N C❑NTRsulrE 2�0 ST❑RM WATER AND DATE.4iz9i99 i MINNEAPOLIS, MN 55305 ��� / `l Reg. No r POLIS MN 55305,.. _ r a MINNEA 704 International Centre 900 Second Avenue South Minnespolla MIN..: 612/336 1200 0 DRAWN BY. + CHECKED BY: I, I -` .... .., N 0 50 100 BEND AND THRUST BLOCK (TYP OF 3) SCALE IN FEET -,SEE PLATE 1003 / 10 .,X 6 TEE AND THRUST LOCK' •CTYP OF 5) SEE PLATE.,.1003 T❑� WM WM EL 854.5 EL, 854. .,•., W W W —X W _ w,^ L 25 ft. i 3 TOP WM LEGEND EL. 852.6 FIRE HYDRANT 3 m... ......... t t __..... __._.. EXISTING WATERMAIN EXISTING WELL EXISTING WELL ' I C 1,0' WATERMAIN VALVE 3 ... .................. EXISTING SANITARY SEWER ........... .>...... ............. ._... EXISTING GAS MAIN ul r a ,.„,,... ;;.,.,, ; •,,„.* ........ ........... .....:_ EXISTING STORM SEWER W PROPOSED WATERMAIN ,rr SS PROPOSED SANITARY SEWER « PROPOSED STORM SEWER C f f CB 5❑ PROPOSED CATCH BASIN C or MH 1 o PROPOSED MANHOLE c ' X 863,5 PAVEMENT/FINAL GROUND SPOT ELEVATION 3 3 f -... 0--0— SILT FENCE { BALE CHECK CURB - ' ® 25 ft. 40 ft. �—e-- 3 R =h NOTES 1) PLATES REFER TO CITY OF BROOKLYN CENTER STANDARD f DETAIL PLATE FOR PUBLIC & PRIVATE CONSTRUCTION, DECEMBER, 1991 2) ALL SITE GRADING AND SOIL ' I EXCAVATII7NS WILL BE PERFORMED r= UNDER THE REQUIREMENTS OF THE 3 3 MINNES❑TA POLLUTION CONTROL AGENCY APPRGVED RESPONSE ACTION PLAN �...,, AND THE,~,SUPERVISION OF THE ENVIRONMLNT, L ENGINEER ` 3 f 3), NATURAL GAS AND ELECTRIC TOP WM / 'SUPPL"Y,T❑ BE BROUGHT.'.INT❑ SITE EL, 852.8 j ALONG ALL IGNMENT INDICATED., AS ; TOP WM �,. EL. 855,6 X / 3 Vy I PRESSURE INDICATING 3 VALVE NORMALLY 6 DIP W/ HYDRANT (TYP)` 3 OPEN SEE PLATE 1001 FIRE PUM 0' X 10' CROSS INSULATE BETWEEN RCPAs AND SANITARY 1 60 ft. PRESSURE INDICATING _....... SEWER SEE; PLATE 1004 i 3 VALVE NORMALLY 3 OPEN TOP WM _. EL, 855,E } _. GATEVALVE PL BOX. 1002 TOP W BOX, SEE 3 L, 851.5 y: s TFl?..... OP WM m EL,__85 ,6..._...: EL, 854,5 r 8 X 10' CROSS, l� —X— W W. I , W W W W W �':— , 10 PLUG TO EAST TOP W 3 y0 ; I ; BLOCK TOP WM I m; € I AND THRUST .........._ 6 23 — 8' SANITARY @ 0,4% MH 7� EL, 852.8 EL 85 ,B 235; $ :SAN T RY @ 0,4/. MH z SEE PLATE 1003 S SS SS SS SS SS SS SS SS .:.. ,., r. ,MIN, ' MHO 5 I W W. W W -- +.X� FIRE HYDRANT TOPEL. 055.6 m TOP WM �, EL, 856,5; ❑r CONNECT TO PRESSURE INDICATING ', ... � I X,r„"; . r EX, WATERMAIN VALVE N❑RMALL,Y PROVIDE 7,5' MIN, COVER OVER WM f `,. CLOSED , ,r „ OR 4 MIN COVER AND INSULATI❑ PROVIDE 7,5 MIN, COVER OWE R;; WM f..".„ - SEE PLATE 1004 10' WATERMAIN INSULATE BETWEEN RCPAs D i WM �.. SEE PLATE "10IS4 CONNECT T❑ � �; EXISTING SANITARY E AND SEWER MH AT MH INVERT, 10 X 10 TEE �" __ ... -1 _.,_...� THRUST BLOCK CTYP ❑F 4) �� _,. _ ._ __.. . __...... _...__... " SEE PLATE 1003 _.. __.........__..... , ; .... _ s ...: CORE AND BOOT _._ _,. E GATE VALVE AND B❑X _. ... _... ........._ .. ,.. ._ m�. �. ; i ....... _ __. „� SEE PLATE 1002 i t i �r�'28293p3 ,.- o't ! / a .. ' TIE INT❑ EX.',,. Ar%'L t!� p, i 8 TEE rr , : , ..:.------------ OR ttr'� a„ ti n n. l 2 1 Lp ECEIVED f �1 3 PROJECT SHEEP NO. REVISIONS LOCATION: FILE NO. at this Ian specification, or hereby certify to P P WICKES DISTRIBUTI❑N CENTER / v n n report was prepared b me or under my direct rn .<,.,7 P P P Y I WIN LAKES BUSINESS PARK ,..._.. UP _ � D .. T — �.,.,_,- P 0 1 ;H 1 11 lL � e a �a _ „. i . � su ervsion and that I am a dul Registered C 3 a,� C® a���es U P Y a o Engineer under the laws of the State of GEOMATMX_ . � TER MN il ,: „ n � �� .,�. .g , BR❑❑KLYN CENTER, 0 e. t Mmnesot II$ D B VD. � � � it � PD s7B � p61�1 ��'�^'''11 _.-- 10801 WAYZATA L IBaa$a¢II�$4'a �t;;it$� II L 10801 WAYZATA BLVD. � � 1P � r . .. ,�., ���� � (� z,.,: o �r , E 270 p Joe No. _ SUITE 270 SUIT �. ,:, ; .. � i a \ � �.� � �,/.,� ,SHEET a _ n p NEAPOLIS MN 55305 TITLE: MINNEAPOLIS MN 55305 MIN , D o �% UTILITIES' . � � � � j�. �a ztQ�� o r! Re : No DATE. 9/99 ' `Date 4/2 Minn MN. 612/335-1200 � 9 � DRAWN BY. 700 International Centro SUO Second Avenue South eagolls, CHECKED BY. - - — - - _ - -- ---- I -- — OUTSIDE DI AMETER CAREFULLY COMPACTED GRANULAR HARD SURFACE SELECTED MATERIAL PUBLIC ROAD OUTSIDE DIAMETER 12 6 • „ OUTSIDE DIAMETER /// 8 OR 1 4 OU � � :;: � 711011177 WHICHEVER IS LARGER .,. ..•. ....,:. ..:.>..:-.;• SPRING LINE a` e ••r d • - 6" MINIMUM • '•'` ``"A _ 'S d DIAMETER FILL MATERIAL 0 1 4' OUTSIDE DIAM • • � ' ` '' •: ^'•` NORMAL FI 3 R / .. _,:.'..._. 5 o OF IS LARGER COMPACTED TO 9 % WHICHEVER :...:.,........ ""' `'l':...;; c;:;:;.;: •:: <` THE STANDARD PROCTOR DENSITY. 1„ P5 THE BOTTOM OF THE TRENCH SHALL 2" — 1/2 O.D. BE SHAPED TO FIT THE PIPE BARREL FOR COMPACTED CRUSHED ROCK OR PEA GRAVEL WASHED ROCK NATURAL GROUND AT LEAST 50% OF, THE OUTSIDE NATURAL GROUND 100% PASSING A 3/4" SIEVE AND A MAXIMUM DIAMETER. OF 5% PASSING A NO. 10 SIEVE. • PIPE BEDDING 4 DETAIL: CLASS B PIPE BEDDING 7 DETAIL. ROCK CONSTRUCTION ENTRANC E 1 DETAIL. CLASS S C C 4 NOT TO SCALE NOT TO SCALE C 4 NOT TO SCALE C4 6" STEEL FENCE POST 4"x4" STAKE 2, MANHOLE 2 T.O.C. ELEV. 863.5 1/4'X18"X24 ALUMINUM ORIFICE PLATE MANHOLE 4 T.O.C. ELEV. 863.0 BOLT TO CONCRETE. CUT 6' DIA. HOLE IN PLATE WITH CENTER 9' FROM BOTTOM MANHOLE OF CAST IN PLACE CONCRETE. 2, CAST IN PLACE CONCRETE 5 .. •1}• C 4 4 �1 NORMAL POND ELEVATION 855.0 0 2 6„ -•-- FLOW -FLOW .:. I.E. 854.5 C 4 �— FLOW •:: •; •'•� THE. PIPE SHALL BE TERMINATED .:. .,.,.. WITH A FACTORY JOINT WITH :......* a PLUG, USING A FACTORY 6 3 8 STAINLESS STEEL OF ORIFICE -� 1 / : ,.:... �.•.:.. SET BOTTOM MANUFACTURED ADAPTER WHERE TO NORM AL POND ELEV. 855.0 ANCHOR BOLTS, TWO ON EACH SIDE OF PIPE NECESSARY. MANHOLE 2. OUTLET TO MANHOLE 1 MANHOLE 4. • OUTLET TO F.E.S. AND RIPRAP STRUCTURE 8 ND MARKER SECTION.. POND OUTLET STR DETAIL.. PIPE E 2 PROFILE: POND OUTLET STRUCTURE C4 MANHOLES 2 & 4 C 4 NOT TO SCALE 4 MANHOLES 2 & 4 NOT TO SCALE l� NOT TO SCALE i CL ROAD 15.67' 15.67' I SEE DETAIL 1.0' „ SLOPE 2331 TYPE 41 1 1/2 BITUMINOUS WEAR Mn/DOT 2331 TYPE 41 S 1 1/2 BITUMINOUS .WEAR Mn/DOT LOPE ~— _ _ 3% 3% 2" BITUMINOUS BASE Mn/ DOT 2331 TYPE 31 1 1/2" BITUMINOUS BASE Mn/DOT 2331 TYPE 31 . .` .••• ..' •; .• ... MATCH TING . .:, . GRADE AT R.O.W. 6' CLASS 5 6 CLASS 1 1/2 „ BITUMINOUS WEARING :• 8 •._ , :. COURSE, TYPE 41 ;• r TACK COAT 27 BITUMINOUS BASE APPROVED SUBGRADE APPROVED SUBGRADE B612 CONCRETE COURSE, TYPE 31 CURB AND GUTTER 3 DETAIL. PA VEMENT DESIGN TYPE 2 6 DETAIL. PAVEMENT DESIGN TYPE 1 9 AGGREGATE BASE, CLASS s NOT TO SCALE C 4 NOT TO SCALE C4 �+-21zea�.3o ;. ti APR 1999. 9 SECTION. TYPICAL STREET �� RlmcOVED .,, NOT TO SCALE C 4 i SHEET NO. LOCATION ES DISTRIBUTION CENTER . , specification, or WIC K REVISIONS r o ' I hereby certify that this plan, spa REVI o or under m direct FILE N0. report was prepared I me Y iLAKES 'BUSINESS PARK —4 o p p p TWIN C ,:.,,, .,: D �� su ervisian and that I am a duly Registered GROUP Inc.I,. OLARIS a,I���S �� .. � � e of =.,�,w� „ Engineer under the laws of the State MIN CENTER m t + Y ., _ _ � o BROOKLYN , �L�-I��I��Q . t � �,.... r ..>. ;.,- o MinnMmne ott. II ��0�1 x Co 1� IIa $ IlOII $>r6 IG ati 8 fi$ 9A IIS�IItm17$® ,3 JOB NO. .r 0801 WAYZATA BLVD. � : � ..., � i 10801 WAYZA < , r �. . M • M-k �it � 11;2,-�l_r---� SH SUITE 270' _. i TITLE: z SUITE 270 x• o 0 0 o ' �: �. DETAILS _., _ r. DATE: D o 4 Zl OJ 55305 i nn � � 9 99 � I INNEAPOLIS MN [,..� ��1� � % 0 4 2 F EAPOLIS MN 55305 M MINN Date�� Reg N / / i venue South Minna las MN.' 6IV336-1200 700 International Centre 900 Second A � DRAWN BY: CHECKED BY: • r IIII 24 FIRE ACCESS ROAD PROVIDE 4" CROWN. SEE 7BUILDING WALL C5 12' EXISTING GROUND 10 r ---- 5 _ 18 RIPRAP � 1----------' 858.5 3 _----�� FILTER LAYER MATERIAL -- - - - - - —�1 6 � 855.0 852.0 4 850.0 848.5 GEOTEXTILE FABRIC q SECTION. WEST SLOPE AND FIRE ACCESS R OAD . OVERFLOW SCALE: 1 = 10 � PROFILE. RIPRAP C5 C5 SCALE: 1 8" -1'-0" � 18 50, 4 - 863.0 4 18" RIPRAP 1 1f- -1 12 CLEAN FILL �y��� ✓� : .:•.'..... .. :,�J...i.�: •.,'1, ,.J •.,. .;•. T SOIL 4 1' MIN. e_.::•_• . ;,. 1 GEOTEXTILE FABRIC � FILTER LAYER MATERIAL �'�::--I 6" CL5 AGGREGATE W.E. - 4„ TOPSOIL--��;`.::;.a`" 4' MIN. -� - 6 - - - - - - --- -�1 RIPRAP OVERFLOW ___ %2)SECTION: GEOTEXTILE, MnDOT 10 CL5 AGGREGATE SCALE: 1 8 = 1'-0..2' MIN. TYPE V / LINER ,•.'s;�;::- •,:._::\ ALTERNATE A ALTERNATE B 2' MIN. ALTERNATE LINER ANCHORAGE RIPRAP ......,... ....,:......,�:.;.:;>•••::.':• 4" TOPSOIL TURF REINFORCEME NT MAT DETAIL: 1 /6AIL. POND GRADING AND LINER C5 SAL 5 MMMBE C' 1 '-0" -�•----FLOW a o O 4„ POLYETHYLENE CELLULAR C7 O CONFINEMENT: SYSTEM, FILL ALTERNATE C WITH CLEAN GRANULAR FILL OR CL5 AGGREGATE FILTER FABRIC 4 7 DETAIL: ACCESS ROAD C5 NOT TO SCALE 3 SECTION. SOUTH DITCH EROSION PROTEC TION N 4" SCALE: 1 C5 / EXISTING VEGETATION 0 a BUILDING WALL PLANTINGS, 5, PLANTING HEIGHT D SEE LANDSCAPE PLAN 40 EXISTING GROUND EXISTI NG HOME 10 SCREENING HEIG T- LOADING DOCK AREA JOSLYN PRO PERTY 81 120 ± 75'± S tB?93i ryryU2 J.3/ J - t [may �I 1990 v .�l; r R PROFILE: 'HOUSE AND SITE SCALE: 1 =1 -0 y C 5 PROJECT SHEET NO. LOCATION: WICKES DISTRIBUTION CENTER specification, or u I hereby certify that this plan, spe i REVISIONS m direct . , n PARK p report was prepared by me or under y PAR K FIE NO. o p WIN LAKES BUSINESS C 5 e D d that I am a dul Registered T a "" . e, - �..,, a � II NJ supervision on Y 9 P OUP Inc. 1 T �'pT GR �S � > :. ,:,.. of i POI ,H1�1S ��J'�y(� � �Jf JI� 9 ,,., ,. �, ,., under the laws of the State m : _: �Ll: ® . .. .. o .:. Engineer MN p. ,: �,. �.,.. h D 0 K LY N CENTER, m .l GEO�p _ o mnesota. N u�u� .a !M t B NO 7t8 >75 na : r JO � I ILm�ait�m� e� ATA BLVD. 19R 9a $ d � ., .. ., _.. 10801 WAYZ � .. ., r�. x. i. d VD v,, (� �, �/� SHEET T0801, WAYZATA BLVD. � ,.. kw,,yy�l� iC �e _�w•� 270 TITLE: z ,. SUITE t, o a o SUITE 270 .. ..„ DATE. DETAILS o _ D 9 99 _� n i 21 @�O S 4 2 5305 � �. , �� � / / MINNEAPOLIS, MN 5 > r , 305 ® � Date-�-- Reg. No , MINNEAPOLIS, 'MN 55 MN. 612/336-1200 � Avenue South IIllnnoa ]1s, o i 700 IntesQatanmA Centre QOO Second po o DRAWN BY: Ll '; CHECKED BY. - ID W W W W W W W W W W W W W W W W W W W W W W W W W W W W W L%' WETL,4 /A / b-PA 5-AM i -1-AP O W WW W-W WW W W W W WZjV%1YW W W W W W W W WW W WW WW W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 24" ROCK R TEN N MAINTENANCE BORDER POND / W W ( A.L. = 85 ) / RECEIVING ROL DOCK . W BLANKETSABOVE NORMAL 1NATE NLEVEL 5559 POLY EDGER ` AROUND RETENTION POND. W : W W V Y W W W W W IN/REHOUSE W_ W J y W W 205,040 S.F. PLANT REQUIREMENTS: ....TOTAL REQUIRED: W IIA AGREE LIGHT INDUSTRIAL A J 10 A6RE5 a 60 POINTS 2 ACRES a T5 POINTS W TOTAL RECIUIRED . TSO POINTS 2-AG TOTAL PROPOSED: 51 SHADE TRIBES 00 POINTS MAGU - W : 50 CONIFEROUS TREM (b POINTS EACH) 21 DECORATIVE TREE. 05 POINTS EACH) ✓ O SHRUB' 5 (5 POINS EACH) 2-PA W. ITJ TOTAL PROPO.SW • 150 POINTS W W W W GROUND COVER KEY: W 3-s.l LOADING W SODDED AREA Q ROCK MULCH DOCK W W / W I-6P5 2 PA 5H LPP I NG W W SEEDED AREA g_ W r, P DOCK ED MVVOT SEMIX BOA VV STRAW MULCI-D W W W - W POLY EDGER y W W W W 5-PA W PLANTING DETAILS: W V W W W W W W W W W W W W W W W W 6-6M / W W W W W W W W W W W W W W W W W W W W W W W W W : W W W W V W W W W ..TW��' W W r• 2-AG I. Landscape Contractor shall visit the site prior to submitting bid to become familiar with site condition. W W W W W .. .W •. 'N W W W W W W W W W W W W W W ' W "..W. y'•: V W W W W t W t i 2. It is the responsibility of the contractor t0 Identify all underground cables, conduits, wires, etc, on the W W W W V N W W W W W W W W W W W W W W W W W W W W W W W W W W W W• W W W W W W /� property! 3. No planting will be installed untlll all grading and construction has been completed In Immediate area. - he Ian and the number o4 plants 4 discrepancy anc between the number oP !ants shown on t 5 - It there la e d r is y p p - shown In the plant list, the number oP plants shown on the plan will take precedence. 5. All plants shall be of specimen quality. Plants shall have normal, well -developed branch systems, a _ 5-BC - 5-60 vigorous fibrous root system; that' shall be sound, healthy, vigorous plants free from defects, erf, V 5-MY - - disfiguring knots, smaaald Injuries, abrasions of the bark, plant dlseases, Insect eggs, borers, and all 4-AG : 5-90 former Infestotlons. All plants shall be nursery grown. 6-AM planting operations at no coat to owner. 3_p,G '6. Repair all damage to property from p a 9 P 2-NM - -. T. The Landscape contractor shall replace at no charge, any tree, evergreen, or grovndcover which Palls to live through the first calendar year from the time of final acceptance by the owner. All plants shall be alive and In normal satisfactory growing condition at the end of the guarantee period. . - 8. Three Inch deep shredded hardwood bark mulch will be Installed under all trees and shrubs that are Isolated from ground cover areas and general foundation plantings: - 141. A three Inch layer of 15' dla. washed river rock ever landscape reed barrier shall be Installed In all L SCA E: l"=40'—O" / / shrub foundation areas: P �. . .. / 10. Tree guying In all areas shall be optional. The landscape contractor shall be responsible for /.. maintaining trees in a straight upright condition for a period of twelve months following Installation. IL All erennial/annual Iantin a shall be mulched with a 2" layer of shredded bark with no landscape 0, �� 60, 8O, - weed P barrier. .. 9 - : 12. All poly edger shall be cobra vinal edging or equal. a 8' depth of planting moll -1-1 13. All perennial/annual planting areas shall recleve a minimum of n p p g 0 ) mixture. 14. Wrapping material shall be first quality, heavy, waterproof crepe paper manufactured for this purpose. Trees shall be wrapped prior to 12/1 and removed after 5/1. 15.. All sodded areas will have an underground Irrigatlon system. PLANT SCHEDULE: DECIDUOUS SHADE TREES: KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT M4 6 NORTHHOOO MAPLE ACER RUBRIN NORTHwDOD' 2-I/2' GAL. B.B. eM 6 6REENCOLUMN MAPLE AGER NISRUM WRff140OLUMN' 2-1/2. GAL. BB. OIL 6 eREM,15PIRE LINDEN TILIA 00I VAEENSPIRE' 2-1/2' GAL. B.B. PA 19 PATiHORE ASH FRAXINUS PENSYLVANIGA PATI OR ' 2-1/2, CAL.1 BB. CONIFEROUS TREES: jKEYjoTYj COMMON NAME BOTANICAL NAME SIZE ROOT AP 25 AUSTRIAN PIER I I PI" NISRA V HT. BB. SH 21 BLACK HILLS SPRUCE I PIGEA eLAUGA 'DENSATA' S. HT. BB. ORNAMENTAL TREES: KEY OTYJ COMMON NAME BOTANICAL NAME SIZE ROOT AM II AMUR MAPLE GLUMP AGER 61NYALA - 5' HT. BB. .M 9 JAFANEW TREE LILAC CLUMP SYRIN&A RIFTICULATA'IVORY SILK' 5' HT. BB. AC 15 ADAMS CRABAPPLE MALUS 'ADAMS' 1-1/2' GAL. BB. DECIDUOU5 SHRUBS: KEY GTYJ COMMON NAME BOTANICAL NAME SIZE ROOT BO 15 BLACK CHOKEBOMY ARONIA MELANACARPA ELATA' 05 WHIT. POT My 10 MOHIGAN VIBURNUM VIBURNUM LANTANA MOHICAN' 5 WHIT. POT eP5 51 eOLDPLAME SPIREA SPIRAEA X 6UMALDA 'W OLDFLAI-E 5 CONT. POT CONIFEROUS SHRU55: WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT M4 6 NORTHHOOO MAPLE ACER RUBRIN NORTHwDOD' 2-I/2' GAL. B.B. eM 6 6REENCOLUMN MAPLE AGER NISRUM WRff140OLUMN' 2-1/2. GAL. BB. OIL 6 eREM,15PIRE LINDEN TILIA 00I VAEENSPIRE' 2-1/2' GAL. B.B. PA 19 PATiHORE ASH FRAXINUS PENSYLVANIGA PATI OR ' 2-1/2, CAL.1 BB. CONIFEROUS TREES: jKEYjoTYj COMMON NAME BOTANICAL NAME SIZE ROOT AP 25 AUSTRIAN PIER I I PI" NISRA V HT. BB. SH 21 BLACK HILLS SPRUCE I PIGEA eLAUGA 'DENSATA' S. HT. BB. ORNAMENTAL TREES: KEY OTYJ COMMON NAME BOTANICAL NAME SIZE ROOT AM II AMUR MAPLE GLUMP AGER 61NYALA - 5' HT. BB. .M 9 JAFANEW TREE LILAC CLUMP SYRIN&A RIFTICULATA'IVORY SILK' 5' HT. BB. AC 15 ADAMS CRABAPPLE MALUS 'ADAMS' 1-1/2' GAL. BB. DECIDUOU5 SHRUBS: KEY GTYJ COMMON NAME BOTANICAL NAME SIZE ROOT BO 15 BLACK CHOKEBOMY ARONIA MELANACARPA ELATA' 05 WHIT. POT My 10 MOHIGAN VIBURNUM VIBURNUM LANTANA MOHICAN' 5 WHIT. POT eP5 51 eOLDPLAME SPIREA SPIRAEA X 6UMALDA 'W OLDFLAI-E 5 CONT. POT CONIFEROUS SHRU55: WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions CONIFEROUS TREES: jKEYjoTYj COMMON NAME BOTANICAL NAME SIZE ROOT AP 25 AUSTRIAN PIER I I PI" NISRA V HT. BB. SH 21 BLACK HILLS SPRUCE I PIGEA eLAUGA 'DENSATA' S. HT. BB. ORNAMENTAL TREES: KEY OTYJ COMMON NAME BOTANICAL NAME SIZE ROOT AM II AMUR MAPLE GLUMP AGER 61NYALA - 5' HT. BB. .M 9 JAFANEW TREE LILAC CLUMP SYRIN&A RIFTICULATA'IVORY SILK' 5' HT. BB. AC 15 ADAMS CRABAPPLE MALUS 'ADAMS' 1-1/2' GAL. BB. DECIDUOU5 SHRUBS: KEY GTYJ COMMON NAME BOTANICAL NAME SIZE ROOT BO 15 BLACK CHOKEBOMY ARONIA MELANACARPA ELATA' 05 WHIT. POT My 10 MOHIGAN VIBURNUM VIBURNUM LANTANA MOHICAN' 5 WHIT. POT eP5 51 eOLDPLAME SPIREA SPIRAEA X 6UMALDA 'W OLDFLAI-E 5 CONT. POT CONIFEROUS SHRU55: WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions ORNAMENTAL TREES: KEY OTYJ COMMON NAME BOTANICAL NAME SIZE ROOT AM II AMUR MAPLE GLUMP AGER 61NYALA - 5' HT. BB. .M 9 JAFANEW TREE LILAC CLUMP SYRIN&A RIFTICULATA'IVORY SILK' 5' HT. BB. AC 15 ADAMS CRABAPPLE MALUS 'ADAMS' 1-1/2' GAL. BB. DECIDUOU5 SHRUBS: KEY GTYJ COMMON NAME BOTANICAL NAME SIZE ROOT BO 15 BLACK CHOKEBOMY ARONIA MELANACARPA ELATA' 05 WHIT. POT My 10 MOHIGAN VIBURNUM VIBURNUM LANTANA MOHICAN' 5 WHIT. POT eP5 51 eOLDPLAME SPIREA SPIRAEA X 6UMALDA 'W OLDFLAI-E 5 CONT. POT CONIFEROUS SHRU55: WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions DECIDUOU5 SHRUBS: KEY GTYJ COMMON NAME BOTANICAL NAME SIZE ROOT BO 15 BLACK CHOKEBOMY ARONIA MELANACARPA ELATA' 05 WHIT. POT My 10 MOHIGAN VIBURNUM VIBURNUM LANTANA MOHICAN' 5 WHIT. POT eP5 51 eOLDPLAME SPIREA SPIRAEA X 6UMALDA 'W OLDFLAI-E 5 CONT. POT CONIFEROUS SHRU55: WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions CONIFEROUS SHRU55: WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions WICKES KEY QTY COMMON NAME BOTANICAL NAME SIZE ROOT S.I 24 SEA bREEN JJNPCE .tN11PER119 GHINEN919 MONLCP' 5 GONi. POT AM UTION CENTER Brooklyn fVON 19 i C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions C P Arteka Corporation 15195 Martin Drive .Eden Prairie, MN 55344 Phone 934-2000 Fax 934-8227 0 a _cen�er, Certification: I hereby certify that this plan, speci cation, or report was prepped by me or under my direct .supervision and that I an a duly Registered Landscape Architect under the Laws of the State of Mnnesota Date: Reg. No, 202178 Zg�� ti c� R, f r� ���R 1999 Lendlecape Development Plan 9L I 9 scale date 4-29- sheet revisions _ L_--- I_ _ i N FILE NO. Vi DRAWN b'' DARYL QfQKEO BY, 2-29-99 GITY SUBMITTAL RYAN I hereby certify that this plan, specification, or COMPANIES report was prepared by me or under my direct supervision and that I am a duly Registered US, INC. Architect under the laws of the State of Minnesota. Date Reg. No. GENERAL NOTES: 1. DE516NED TRASH AND REGYGLINO AREA SHALL BE PROVIDED WITHIN THE BUILDING. 2. MEGHANIGAL AND ELEGTRICAL ROOM SHAU, GONTAIN ELEGTRIGAL PANEL, PHONE BOARD, MECHANICAL SERVIGE, AND REQUIRED METERS. E NORTH 5 w SCAB: i�zo WIGK[�,Ei PleTRIBUTION GENT5R SHEET N0, i BROOKLYN CENTER, MINNE50TA OVERACT. FLOOR PLAN JOB N0. 901-218 oATE: 4-6 99 - _J--- _.- -- I--. FOIE N0, REVISIONS 4-29-99 CITY SUBM[TTAL DRAWN BY-*-, DARYL CWQ SD BY, 352'-6' 576'-0" 576'-0* Ryan Comm nies 'US, Inc. .is 04941ift'a Looting laol otiomakdra 700 International Centre 900 Second Avenue South Minneapolh MN. 612/336-1200 RYAN I hereby certify that this plan, specification, or COMPANIES report was prepared by me or under my direct supervision and that I am a duty Registered US, INC. Architect under the laws of the State of Minnesota. Date Reg. No. GENERA, NOTES: 1. PAINT ALL RAIUNG5, PIPING, AND ROOFTOP EG2UIPMENT. COLOR 5EI,ECTION BY ARCHITECT. -a KEYNOTES: I. WALL MOUNTED UGHT FIXTURE CENTER ON MAN DOOR AT 10'--0* A.F.F. 2. INSULATED PREGA5T WALL PANEL WITH RAKE FIN15H. 3, PRE1FIN15HED METAL COPING. 4. INSULATED HOLLOW METAL MAN DOOR AND FRAME - PAINTED. 5. 1- INSULATED GLA55 IN ANODIZED ALUMINUM THERMAL -BREAK FRAMES. 6. WALI, MOUNTED DECORATIVE LIGHT FIXTURE. 7. PREFINI5HED INSULATED METAL OVERHEAD DRIVE-IN DOOR. a. PREFINISHED INSULATED METAL DOCK DOOR WITH BUMPERS AND 5EAL5. 9. LOUVER - PAINTED TO MATCH ADJACENT MAN DOOR AND FRAME. 10. WALL MOUNTED UGHT FIXTURE - CENTER BETWEEN DOCK DOORS AT 13'-6' A.F.F. 11. PREFINISHED INSULATED METAL DOCK DOOR WITH BUMPER5,5EAL5 AND LEVELOR. 12. METAL DOCK STAIR - PAINTED. 13, INSULATED HOLLOW METAL MAN DOOR, TRAN50M PANEL AND FRAME. 14. ALUMINUM STOREFRONT SYSTEM. 15. POURED CONCRETE DOCK WALL. 16, FUTURE DOCK DOOR LOCATIONS. 17. 5* PRECAST PANEL FOR TRASH ENGI,05URE WITH METAL SWING GATES WITH RESTRICTED VIEW. � "A WIGNu- DISTRIBUTION G5NTER SF�T N0. BROOKLYN CENTER, MINWaOTAA(5,1 SNEET JOB TrrEXTERIOR ELEVATIONS 901-218 tE� DATE 4-26-99 0 I N I S s 0 c N i s L' PREFINISHED METAL PREFINISHED METAL J GOPIN6 ON TREATED WOOD BLOCKING COPINO ON ED WOOD BLOCKING SET 1•-p• IN CONT. BED OF CAULK r-p° IN CONT. BED OF CAULK TOP OF PRECAST FIBER CANT TOP OF PRECAST FIBER CANT ELEV. - 135-6' ELEV. - 135'-6' BALLASTED 4-PLY BALLASTED 4-PLY BUILT-UP ROOF BUILT-UP ROOF � O N N T.O. STL. DECK T.O. STL. DECK ELEV. = 132'-9" ELEV. = 132'-8" FILL VOID WITH 12" FILL VOID WITH 12" HIGH INSULATION H16H INSULATION STEEL JOIST, DECK, STEEL JOIST. DECK, PLATE AND ANGLE - PLATE AND ANGLE - SEE 5TRUGTURAL SEE 5TRUGTURAL 12" RAKE FINISH 12" RAKE FINISH INSULATED PRECAST INSULATED PRECAST PANEL. PAINTED. PANEL. PAINTED. tp i N N N ELEV. = 110'-O' DENT STEEL PLATE N1 �i O MOTORIZED WALL LOUVER. SEE EXTERIOR ELEVATIONS. CONCRETE SLAB ELEV. 101 a o e ` REINFORCED GONG. W/ GRADE STEEL REBAR. SEE STRUCTURAL DRW6. °e FIELD POUR - GORE FILL W/ CONCRETE ALL GORES IN WALL OPENING. FOUNDATION DRAIN. �I�^\1 ° ° • ° ° SEE CIVIL DRWG. 0 0 FILE NO. REVISIONS 4-29-99 CITY SUBMITTAL WWN BY- DARYL CHEca ELEV. _ DENT STL. PLATE AT HEAD AND PREFINISHED METAL JAMB5. INSULATED OVERHEAD DRIVE-IN DOOR 164 1/2" FIBER EXPANSION JOINT TOP WITH SEALANTCONCRETE SLAB ELEV. 0 o ° ` REINFORCED GONG. W/ STEEL REBAR. SEE ° STRUCTURAL DRWG. °e FOUNDATION) DRAIN. ,9 ♦9 SEE CIVIL DRW6. = 135'-b' Q ° N ELEV. = 132'-0' FILL VOID WITH 12" HIGH INSULATION STEEL JOIST, DECK, PLATE AND ANGLE - SEE STRUCTURAL 12" RAKE FINISH INSULATED PRECAST PANEL. PAINTED. rn N ELEV. = I10''O" PREFINISHED METAL GOPIN6 ON TREATED WOOD BLOGKIN6 SET 1,-0' IN CONT. BED OF CAULK FIBER CANT BALLASTED 4-PLY BUILT-UP ROOF y rah BUNT STL. PLATE AT HEAD AND WEATHER DOCK JAM55. SEAL AND PADS. O PREFINISHED METAL INSULATED OVERHEAD DOCK DOOR CONTINUOUS STEEL ANGLE CAST IN PLACE AT PIT PERIMETER - BY DOCK LEVELER SUPPLIER. CONCRETE SLAB ELEV. = 100'-O' O ' N 5 DOCK LEVER PIT ° o ELEV. = 98'-0' POURED GONG. APRON ELEV. = 96'-O' ' - 2' EXTRUDED POLY-STYRENIE . INSULATION - EXTEND MIN. OF e ° 2'-0" FROM BACK SIDES OF PIT. o ° FOUNDATION DRAIN. .oe SEE CIVIL DRW6. ,• ; a •° ,; =,• ; ; ` ,; P• P • s0 ° •O ° A9.1 / SCALE: 1/2'=1'-O' Ryan C®gin anies US, Inc. DesdUdda,g Looting 700 International Centre 900 Second Avenue South MinneapoUs, MN, 612/336-I200 IN T.O. 5TL. DECK ELEV. = 132'-8' FILL VOID WITH 12' HIGH INSULATION STEEL JOIST, DECK, PLATE AND ANGLE - 5EE STRUCTURAL 12" RAKE FINISH INSULATED PRECAST PANEL. PAINTED. FILL VIOD WITH 12" _ HIGH INSULATION I" INSULATED GLASS IN _ ANODIZED ALUMINUM THERMAL -BREAK FRAMES ALUMINUM AND 6LA55 ENTRY DOOR PREFINISHED METAL Il GOPIN6 ON TREATED f� WOOD BLOCKING SET 1, p. IN CONT. BED OF CAULK >F PRECAST FIBER CANT -17 135'-6" BALLASTED 4-PLY BUILT-UP ROOF O N in ro O 8 1/2" FIBER EXPANSION JOINT TOP WITH 5EALANIT CONCRETE SLAB ELEV. = 100'-O" . ^ ' .' . • ' , ., . DS�j�s FOUNDATION DRAIN. SEE CIVIL DRWG. RYAN I hereby certify that this plan, specification, or COMPANIES report was prepared by me or under my direct supervision and that I am a duly Registered US, INC. Architect under the laws of the State of Minnesota. Date Reg. No. — 1 — TOP OF PRECAST 1 SIMILAR PREFINISHED METAL I C GOPIN6 ON TREATED J WOOD 5LOGKIN6 SET 1. p. IN CONT. BED OF CAULK FIBER CANT �r BUILT-UP ROOF � ELEV. = 135'-6" JOIST BEARING ELEV. =VARIES FILL VOID WITH 12' HIGH INSULATION STEEL JOIST, DECK, STEEL BEAM - 655 5TRUGTURAL 12' RAKE FINISH INSULATED PRECAST PANEL. PAINTED. FILL VOID WITH IZ' HIGH INSULATION I" INSULATED 6LA55 IN ANODIZED ALUMINUM THERMAL -BREAK FRAME - `i' ELEV. = 100'-0" FOUNDATION DRAIN. SEE CIVIL DRW6. �O N 1 Mal n FILL VOID WITH INSULATION 6" BELOW GRADE 1/2" FIBER EXPANSION JOINT TOP WITH SEALANT A9.1 SCALE: 1/2N'-O" f� �y2�n �rJrg3 �J GENERAL NOTE6: 1#!1r•J 1. REFER TO STRUCTURAL, ENGINEERING �Z DRAWIN65 FOR ADDITIONALINFORMATION MRTAd STR COMPONENTS SIZESINLOC INOTIIONSUGT. CONFIGURATIONS AND CAPACITIES. L� °N; WICKES ®15TRIBUTION CUNTER SHEET N0. FRCENTER, MINNDSOTA ' . IOM,^ SHEET WALL SECTIONS J06 `� nTLEe 901-218 DATE: 4-29-99 0 i0 10 LUMINAIRE + A ------------------------ I - AFG 35 1000WT MH VERT/BURN FVL5499 @ 35 1 1 � + YM ,S CAD SYMBOL SRD 2 .-, a s CAD SYMBOL SIZE + 4 0 .- 10 Z � M � 1 FILENAME + C+ \ACUSTOS\FVL499, I ES H F., w 1 LUMENS 86000 ' LLF , 9 s 00 SPIN - a 00 LUMINAIRE + B o 1 _----------------------- 3 H 1000WT MH C/O FLD—FCL4499 BLDG MNT @ 25' AFG 00 to CAD SYMBOL + SRD 1, SYM ° CAD SYMBOL SIZE + 4 V�1 10 5 1 FILENAME + C+ \ACUSTOS\FCL499, I ES 0 LUMENS = 86300 3 LLF _ 9 ° SPIN = 0 3 1 10 I PIN Do K LUMINAIRE + C zcn 1 5 100OWT MH PRKG/RDWY—FPL2499 @ 30' AFG rNol 10 CAD SYMBOL + SRD1, SYM 1 3 , CAD SYMBOL SIZE 4 EGGD* :WAREHOUSE 203, 040 S. E, FILENAME + C+ \ACUSTOS\FPL499, I ES LUMENS = 86300 LLF = 9 SPIN = 0 PMOSI 1 PLANE GRADE 1 5 3 POINT SPACING LEFT -TO -RIGHT = 15 ft POINT SPACING TOP -TO -BOTTOM = 15 ft x LOWER LEF'THAND CORNER OF PLANE, s a X- 6 Y— 6 Z= 0� III 3 CUSS' M SERVICE UPPER RIGHTHAND CORNER OF PLANE, io L A TNG DOCK LIGHT METER I S-NORMAL TO PLLANE s - AVE f RAGE c - 4, 54 1 s MAXIM UM fc = 21, 9 3 s 5 MINIMUM fc = 17 3 AVERAGE/MINIMUM = 26.71` MAXIMUM/MINIMUM 128,82 q 3 TOTAL NUMBER OF POINTS = 936 0 > U', 35 1 ❑ 3 CL S.. 5 �}� 3 5 4 4N 5 3 d a R CEIV �!G CK 10 5 5 1 TALLS SHOWN 0 3 3 g 1 C _Ut W. s 5 > 5 1 3z5 10 3 a I 5 1> 3 5 3 5 5 0 1 it Scale: AS SHOWN 150 200 250 Date, I 0 50 100 DESCRIPTION LUMENS LLF LUM QTY 1000WT MH VERT/BURN—FVL5499 @ 35' AFG 1000WT MH C/O FLD—FCL4499 BLDG MNT @ 25' AFG 1000WT MH PRKG/RDWY—FPL2499 @ 30' AFG 88000 86300 86300 ,9 ,9 9 6 v 17 2 titi �, qpR " N 04-28-99 N �,';1n,!:F �%�99 L Drawing p 4 if 0� WICKS 2 Drawn By; OTAL 25 NOTE: MEAN LUMEN LAMP VALUE D.A.D. DI �LIGHTING DESIGN IS BASED ON INFORMATION PROVIDFPROVIDEDHY FFER FRGM BES83N� DUE TO INAOCURPTE� ADDITIONAL OR MISSING CRITICAL SITE INFORMATHIN THAT IS PERTINATE TO THIS DESIGN SPARTAN LIGHTING WO OR FEW. LIGHTING IS NOT FESP➢NSIBLE FOR DIFFERENCES IN DESIGN VERSUS ACTUAL PERFORMANCE BASED ON THIS SITE INF➢RMATION, MR OTHERS. ACTUAL RESULTS MAY ILLVMINANCE VALUES SHOVN ARE CALCUUHEO FROM THE LIRONARE LABEIRT➢RY TEST DATA LISTED. LABORATORY TEST ARE MADE UNDER OPTIMUM CONDITI➢NS. VITN LAW WiPUT AT RATED VALVE AND IN ACCORDANCE WITH ILLUMINATING ENGINEERING Si - -- AVG FC 4. 54 MAX FC 21, 9 MIN FC , 17 MAX/MIN 128, 82 AVG/MIN 26, 71 PLANE GRADE