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PC APP 2001-009 2002-006 & 007 PUD AND PRE PLAT 69TH & BB
Hill Q A 8 C D T T 6 A3 q AI - — J ----1 ----------------- ! I j , 2 -- , t I I , T I 1 I t I t, 0 5 I 1 I 1 I I a I 1 I I I A 2.6 , , , , j j ► I I I I I j , 2.7 ---- ------ 2.8 -------- I------- ---- �- - -- --- i----- - --- ------------ -'-- '---- -- --- -- -- 2.q 2 3 - I I '---- — I 3 _ u _ n _ n — i_ n - n _ n _ n _ ii _ u _ n _ n 6, On 26i_�n 26'_On 26'-0n 27'-8° 27 8 26 0 26 0 26 0 26 0 26 0 26 0 26 0 26 0 26 0 26 0 2 _ A1�11-A" II _ A 2 5. _ A3 FLOOR PLAN AI SCALE: I/IG"=l'-0" I A5.1 BKV G R O U P � v Architecture Interior -Dasi n 9 Engineering Boarrnan Kroos Vogel Gr oup p Inc. 222 North Second Street Minneapolis, MN 55401 Telephoner 612.339.3752 Facsimile: 612.3396212 www.bkvgroup.com CONSULTANTS PROJECT TITLE BROOKLYN CENTER RETAIL REDEVELOPMENT Developer. Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612) 867-3104 SHEET TITLE FLOOR FLAB AND BUILDING SECTION BUILDING P.U.®. SUBMITTAL CERTIFICATION 121'-6° 1} T O. GOPI NG ( l I TYPICAL rlECHANICAL UNIT A5.1 - I hereby certify that this plan, specification or report was prepared by me or under my BALLASTED EPDI I ROOFING SYSTEM 117, 6„ direct supervision and that I am a duly I T.O. COPING Licensed Professional Architect under 115'-A" the laws of the State of Minnesota. T.O. BR ICK I — -- -- I I4'-0" 112'-8" JOIST BEARING T.O. AWNING 110'-0" T.O. WINDOWS - Ga oge 14209 License Number loo o , 00 0 REVISIONS No DATE I FIN. FLR. (A)' —------------------------------------------ FIN. FLR. A7 1 1 / PREUMWARY NOT BUILDING SECTION DA7BY 4/19/01 Al : "_ '_ " SCALE I/8 l D _CHGV DRRDT - COMMISSION NO. 1415.10 SHEET NUMBER r_• yx .0, Al,. OR 2 3i 0IiY01 BROOKLYNf,L�lfr..t. c O 2001 BKV`Group BKV G R O U P Architecture Interior Design Engineering Boarman KrooS Vogel Group Inc. 222 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 Facsimile: 612.339.6212 www.bl(vgroup.com CONSULTANTS PROJECT TITLE BROOKLYN CENTER RETAIL REDEVELOPMENT Developer. Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612) 867-3104 SHEET TITLE BUILDING 11O,, FLOOR PLAN & ELEVATIONS P.U.D. SUBMITTAL CERTIFICATION hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota. Gary Vogel 14209 License Number REVISIONS No. DATE CO- NSTRU DATE 4/19/01 DRAWN BY RDT CHECKED BY GV COMMISSION NO. 1415.10 SHEET NUMBER APR 23"201i1 �;i YiOf:iROOKLM;ER-1EF 0 2001 BKV Group --------=------ BKV G R O U P Architecture anterior Design Engineering Boorman Kroos Vogel Group Inc. 222 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 Facsimile: 612.339.6212 www.bkvgroup.com CONSULTANTS PROJECT TITLE BROOKLYN CENTER RETAIL REDEVELOPMENT Developer. Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612) 867-3104 SHEET TITLE EXTERIOR ELEVATIONS P.U.D, SUBMITTAL CERTIFICATION hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota. J •Y Gary Vogel 14209 License Number REVISIONS No. DATE PULUWWARY Co DATE 4/19101 DRAWN BY RDT CHECKED BY GV COMMISSION NO. 1415.10 SHEET NUMBER APR < G M1 (;ITY 01: BROOKI,YN GBI1f Ri ©; 2001 BKV Group I T I' IF i F 1 I- I i I _ IN 1 i 1 123'—/ 1 VCOPING T.O. PREFINISHED METAL "COPING 3 PREFINISHED META RI 3 COPING 121'-6" T.O. COPING EIFS- COLOR 3 EIFS CORNICE- COLOR 2 1 119'—a" B.O. SOFFIT EIFS SIGNAGE BAND PREFINISHED COLOR 1 COPING EIFS SIGNAGE BAND EPDM ROOFING SYSTEM COLOR 1 OVER RIGID INSULATION EPDM ROOFING SYSTEM OVER RIGID IN$ULATIOR, T.0 VARIES a' JST. ERG. 115'-4 112° JST. BRG. MASONRY SILL PREFINISHED METAL FLASHIN AND ACCENT PANEL BANDS _ 114'-On 1a T.O. BRICK JOI MODULAR FACEBRICK r T.O. AWNINGS FABRIC AWNING 0n ALTERN4 T.D. PRECAST ROCK FA MASONRY ACCENT BAND EIFS— COLOR 2 1101 _ 011 T.O. WINDOWS MODULAR FACEBRICK a" SUSPENDED ACOU7r— PANEL CEILING 4 GRID e ROCK .h 108'_On SYSTEM GROUT B.O. MULLION POURr ALUMINUM STOREFRONT :. a 1 1021-811 CONCRETE MASONRY SILL T.O. ROCK FACED CMU _ — a 101'-4" ROCK FACED CMU T.O. ROCK FACED CMU a CONCRETE SLABOVE� A 3 PREFIN MTL COPING AL IIB'-6n T.O. COPING � EIFS SCULPTED CORNICE �SONRY Y COLOR2 EIFS SIGNAGE BAND COLOR l MASONRY SILL 7° 3E— RING A MODULAR FACEBRICK :OLOR CMU MASONRY ACCENT BAND MODULAR FACEBRICK =D CMU— FILL NON :ORES WITH INSULATION 101'-4" ROCK FACED CMU T.O. ROCK FACED CMU FIN. F L R. FIN. FER.a . F 71 ° a• 12" CMU FOUNDATION 2" RIGID INSULATION 77 771 a: .� �.. .' .. to �'. e • a �• TYPICAL WALL SECTION r2-� TYFICAJ_. WALL SECTION'TNROUGIH PIER 3 TYFIGAL WALL SI=CTION 4TYP_ SECTION REAR WALL SECTION AT END WALL6 A2' A2 - AZ "=1'-0., A2 SCALE: 1/2"=1'->a" A2 SCALE: 1/2'=1'_�1� 5CALE: 1/2 "- 1_m SCALE: 1/21 SCALE: 1/2 11 �_ � " , 3KV Architecture Interior Design Engineering Boarman Kroos Vogel Group Inca 222 North Second Street Minneapolis,MN 55401 Telephone: 612.339.3752 Facsimile: 612.339.6212 www.bkvgroup.com CONSULTANTS PROJECT TITLE BROOKLYN CENTER RETAIL REDEVELOPMENT Developer. Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612) 867-3104 SHEET TITLE WALL SECTIONS P.U.®. SUBMITTAL CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota. — 745�J,4;e Ga ogel 14209 License Number REVISIONS No. DATE NOT FORL%- I- DATE 4/19101 DRAWN BY GM CHECKED BY GV COMMISSION NO. 1415.10 SHEET NUMBER Aluj 011! OF 8110OKLY1NI OUITEEa 0 2001 BKV Group - i - KV G R O U P Architecture Interior Design � s PREFINlSHED METAL PREFINISHED METAL Engineering ng. CORNICE & COPING CORNICE & COPING 1268 h Boarman T.O.5TEEL T.O-5TEEL TRANSLUCENT GLASS TRANSLUCENT GLASS' Kroos PANELS IN. ALUM FRAME PANELS IN ALUM FRAME GYPSUM BOARD REFLECTOR GYPSUM BOARD REFLECTOR Vogel LIGHT SOURCE LIGHT SOURCE Group p PREFIN METAL- FLASHING PREFIN METAL FLASHING - Inc. - IFS COLOR 2 EIFS- COLOR 2 E G 222 North Second Street Minneapolis.. MN p 55401 PREFIN METAL FLASHING PREFIN METAL FLASHING Telephone... 612.339.3752 _,u , 118_0 - Ila _ Facsimile. 612.339.6212 T.D. MASONRY T.O. MASONRY MASONRY ACCENT BAND MASONRY ACCENT BAND www.bkvgroup.com MODULAR FACEBRICK Nenni 11 AR FACEBRICK CONSULTANTS EIFS ARCH— COLOR 1 p o SOLDIER COURSE SOLDIER COURSE ------------ 110-0 T.O.5TEEL T.O.5TEEL PROJECT TITLE STEEL LINTEL- PAINT STEEL LINTEL— PAINT TENANT ROOKLYN CENTER '' _ SDI ACE MODULAR FACEBRICK RETAIL REDEVELOPMENT LUMINUM STOREFRONT Developer. ROCK FACED CMU Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612) 867-3104 SHEET TITLE too 1-01, .FIN. FLOOR FIN. FLOOR WALL /ALL SECTIONS P.U.D• SUBMITTAL CERTIFICATION hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect - under TYPICAL ENTRY PORTICO SECTION I TYP. SECTION" AT ENTRY PORTICO the laws of the state of Minnesota. A2 SCALE: 3/8"=1'-0" A2 SCALE: 3/S"=1'-011 Gary ogel 14209 License Number REVISIONS No. DATE PRELffHVdNkR` Y DATE 4/19/01 DRAWN BY GM CHECKED BY GV COMMISSION NO. 1415.10 SHEET NUMBER I, A5,2 APR m 1 a t:I � -.,I ... .(Vt7f'ISfi�(?{{L 1 GL Y� .II,.L c O 2001 BKV Group I i --1-- 11 _. __ _ -:1_ _ �_. IT- _— _— __--- — - _—_--_--_ — — — — — — — — — — — — — — — — -- - __- ------ --_ _ I o� -----------------__ ---- _--__ --- G D E U G 1 B A2 A� 99 -5. 'FOUNDATION TO FOUNDATION 25 6 32' _ Il" 31' -9 1/2'Z" 3'-0 3'_4 F_g. V-81/2' 4'-4' 11'-5' 4'-4° 19._1. 48'-O 1/2' RO. RO. PROVIDE 5'x5' LEVEL 2'-8 1/2' 4 1/2° 2I/2" f 7 LANDING s ALL EXT. 3'-4' � 2' ID' 2'- I' 1 2'-Il" 2'-ID 5'-lID 1/2' 2'-OJ" 6'-ID' 2'-ID" �o'-ID° 2'-ID° 6'-ID° 2'-ID LINE OF OVERHANG 6 A3 DOORS W 1 fAX. 2 0 SLOPE 2 EQUAL 2 EQUAL 2 EQUAL 2 EQUAL AE30VE A3 R.O. �- z AWAY FROM BUILDINGi a FILL BOX I (SEE GsEN, NOTE "9 A6 9 N a u 2 3A THIS SHTJ SIN. A6 _ia p I z n! A6 --- -- — — — — Q - ! - i i \ VES'FIBULrE Q I 5 A0 6 I MEWS I CI r7fV1,11A, \I 103 I I I 10 I w I� cnl \ I i I �A6 I �I I - EQ'b.6LEAR m -4INSTALL 12 pl IREZ? �L1@ R Q I � J - I Q 5 F O RE O F 00 R AS L OR S N L � � i WIDE INSUL INCOMINCx L - - - - - pi 0 I \ I I AI O I \ / I 7 O 1 --- r- AROUND 31_ / I N\ ,fi 1 �i / WATER SERVICE PERIMETER I \ c0 / I I I• If OF DOOR PROVIDE 20J'x&O' c6 �� A A - - - - - - GLR. SPACE I i, I GI r , I I FREEZER i L J L Al I I 35 _11• I O lu I I I I I I ? TEMPERED 61 o NAND SINK SEE © (] ° ^i_a S FETY CLASS ° - I GEN. NOTE 03 WATER NEATER B I t Q L_� PAD - SEE B - - f TYP. L - - - U N 42' HIGzH PARTITION I I Q FDN. PLAN :.' �i 0[I I I W/ CORIAN CAP W/ r DINING 6 o o I B ?' OVERHANG AND I A4 TRASH ENCLOSURE SUPPORT ", ..; 'O I Al I ROUND CORNERS IIDI - — A I B 1ID4 / arc \ I I A2 OMEN'S A5 6 --- - 102 I I I _ 16•_9 I 5 3'-3' 0 z 5 J I i I I , II I . i z �- PREPARATION 1 I/ I I II 12 p Q II ii I r i (- 1ID8 _ p It ii i i COOLER — — — — I I I I A6 ,n I I I a ! n n I IIl - - - -n i_ 7 i dl , II II I I —.-- —— — ------------------------------ IF— _ y z F p I II r I —J I _ N J O Nr u v z I ii ii i i I t I ILu SEE DET. If0/A_1 0 I EXTENT OF CUSTOMER �/ 4 Q i W O ! u ii I L-J �' t ? I I FOR UNDER SERVICE AREA I I `� Q z° u a ? r m B_ I I I COUNTER SUPPORT. I Q °O Oa i ' a I uU _ B ' p — II I ( EwwNWa I I I I I o�oz_zz q5 _ I 6 III I I 3uN I I •. w F <�i� n� U I A A B o 12 -4 I/2' 81 2 1/2" z� bj I I Q N N m- w I 16'Wxl2'H WINDOW I I I CUSTOMER I- ----- 0 n a p~ w w a w/?'TEMP. CLASS j I I I SERVICE I = w w IN ALUM. FRAME MANAGER'S 1 5 I I IIDID } p B V.= AREA I i VALANCE a MENU A l V TEMPERED s z LL F T/FRAI 1E ELE I I O BOARD ABOv Ai 0 z w p z A2 +4'-6' IID9 � I I I I I SAFETY GLASS I II � � F F o w O o EXHAUST FAN ABOVE I I a R z w z I SWITGHCzEAR PAD GREW ROOM SEE KITCHEN AND MEP III - J I I REQ'D. CLEAR R p II/ N o 3 n "i - 11ID BOTTOM OF 11- u O ADDITIONAL FLOOR ARE S _ - A IT SH EETS FOR DD F N. AN - I z , SEE D PLAN O � E �rFACE t I _ HEADER N INFORMATION. _ HOLD OC1 O u w e _2. �1i� I ABRASIVE STANDARD GT _ Q I 14 - O z F z w m Q I TILE E A6 I i TILE L cv w AFF• m n I I� O 14-8 9'-IDI/2 Vo�awa�o LIGsHTINCz LINE OF DRAFTSTOP 510. -2 15 n - I PANEL III A6 I I ® O - Z''o u F CONTROL - l 11 oua°���LL i {, KITCHEN w U C w I l - 80FFIT ABOVE — _ z - - � 105 I - - QLLo-� S ' 1 I/2 u O ID Y i i QOZKwOw s ,I 1'-5 I/2' 6'-9 1/2" 3'-3' 5'-8 1/2' _ METALCNASE A --�--� ---- - -- I C iwwmmun 1 I/2' .Q SEE KITCHEN SHEET q r ip ^ w o F w 1 6 ID FOR ADDITIONAL _ I __ q I I "i I I ,� �. I A 11 > w p W (. = INFORMATION. s .Q Z u m EST B LE I �n 888___uuu p Q o� z Z it CABINET 8Y C/O. PRESENTER CT I \ / I O m m w LL K S Z ORDER IID6 �� A I --\LJ - 0 O o0'0:1 �I SIN. IIDT A r _- '� - 7- - 3 i Y QmOapo — — -- <mo az YI LL ° Q REFER TO K-SHEETS 19 1ID I �_ a Q m G Z WA& FOR INFORMATION A6 A6 OPP. w 0=w O 0-U2 -0N WALL OPENING: A4 ® .40 L w -q A6 m I ce9 MiUw� jz LINE OF OVERHANGS ABOVE — — — — —- — — — — — — — — —�—PROVIDE 5'x5' LEVEL N w w �L —�- -1� IID'-IIDI/2 2'_ID' 6'_q 2'_m' °�w� flp 6 8 LANDINGS o ALL EXT. �a uz O FILLED STEEL PIPE BOLLARD. A3 3 EQUAL 21`-5 I/2' 2 EQUAL DOORS W/MAX. 2q w Wn a FILLED (TYPFORE A5 A4 2 1/2 SLOPE AWAY FROM � u w w w 1' 4' 4'-0' 39'-3I/Z' 4'- 21-4 BUILDINGS I r�UnQlCzd �LQ = SEE 'SD' SHEETS RO. METAL RAILINGS R.O. 46'-9 1/2' SEE SHEET/A� FOR I1/ - w ¢1 w I u m > i FLOOR PLAN 44 -1 2 GUARD RAIL DETAILS cp � w � I ° ql Lu _0 _XA-4319F D ! . - w � A2 1� O w K w 1 0------------------------------------------------------------------------ CONTINUE ?" GYP. BD. -------------------- -- - ------------------------------------------------------- � i I ,4SSEMBLI' N�� DE�GIGFTA °NOTED ONP TO ESH �AL�F - i � 4 GENERAL NOTES ` ANOOGI/eAI GENERAL NOTES cons d WINDOW --JOISTS = � Q (REFER TO SHEETS A3, A4, AS) ; PROVIDE LATERAL BRACING 1 2x'S SPANNING FINISHED QUARRY TILE AT FREEZER/COOLER f TO STRUGT. ABOVE I BOTTOM CHORD OF O gg REFERENCE LINES 13. PROVIDE DIAMOND FIN z SIMP. DTG i 3 1. EXTERIOR DIMENSIONS ARE TO COLUMN RE ER m FLOOR APPLY MORTAR SETTINGS BED W/ 3/8' NOTCHED TROWEL I. ANNOD. ALUMINUM FRAME; THERMALLY BROKEN. - a ¢ _p O.C. I -JOISTS - r AND/OR FADE OF FOUNDATION UNLESS OTHERWISE NOTED. (DO NOT APPLY IN A SWIRL OR CEILING: 4'-ID' O.C. I IN A PARALLEL PATTERN 2. 1" INSULATED GLAZING. SEE SHEET A2 FOR AS SCHEDULED ! 2. INTERIOR DIMENSIONS ARE TO FACE OF FINISH. SEMI -SWIRL PATTERN). SET TILES BY KEYING PERPENDICULAR ! TO ACHIEVE IIDID a COVERACSE. LOCATIONS OF SAFETY GLASS. PROVIDE CONT. 2X Z 0 w 3. SEE SHEET AS FOR LOCATIONS OF EQUIPMENT BACKUP SUPPORTS. TO TROWEL PATTERN HEAD FIRESTOPPINCx AT EXTENT t FLASHING AT HEAD E SILL - R VI FLASH E D i O DE " 3.PRTYPICAL I J I 4. SEE SHEET AT FOR DOOR AND ROOM FINISH SCHEDULES. DALTILE CORP 'SURE-TRED QUARRY TILE OF GYP. BD., ; KERABOND E KERALASTIC PREMIUM MODIFIED CONTINUOUS SEALANT. ~ 0 > SEE ALSO SHEET Al FOR P.O.S. MONITOR DETAIL SETTINGS MATERIAL ?' GYP. BU OR PLYWOOD j STEP T/WALL USING 1" MIN. GAP O U p I 1 PORTLAND-0R MANUF. APPROVED EQUAL 4. CORIAN SILL BACKUP EA. SIDE. ADDITIONAL TOP PLATES �/ 5. BEATINGS PACKAGE SUPPLIED BY OTHERS. CT: JACK BARREN (84-0228-'Bell CONTACT: SEE BACK-UP SUPPORT PLAN TO MAINTAIN I MIN. CSAP (�/ i AMPS ETC. FOR PLYWOOD LOCATION. ( T/WALL VARIES ,10'-ID' I p { O 6. SEE SITE PLAN FOR SIDEWALKS,R • Y T TREAD TILE' QUARRY TILE WALL FINISH AS SCHEDULED. TO +10'-4 1/2" U SUMMITVILLE CORPGORP QUARK R 2x STUDS I BY OPERATOR, IEDKU FO s S SUPPLAC P R O CABINET LOCKERMIN. DUROCK B �O.C. 1. VIDE_ 6 16 O INSTALLED BY G.C. SROUTIN E S 4IDID SETTING AND LEGEND w ` GROUTING EPDXY PLAN TILE BASE - ?' ABOVE SLAB Z Z I- S. MANAGsER'S AREA PACKAGzE SUPPLIED BY OPERATOR, NNER (31�)696-4025 z CONTACT: BRIAN RE TYPICAL BACKUP SUPPORT I O w INSTALLED BY G-C. I PLYF.RPON 5/8' � U �� p G M PARTITION TYPE TAGS SEE BACKUP SUPPORT PLAN. i PLYWOOD. 1/2' GSYP. BD. u 9. FILL BOX MTD. - 36 ABOVE SLAB TO CENTER OF BOX. XTEIRIOR WALL A55EI BL q �m 1 E &_ SEE DETAIL 2/AI. FOR LOCATIONS. i I I E O SUPPLIERS; i CEILINGS PER PP O A A 4 A5) m 7S 3 I N TY E O SHEETS TION P (REFER T OOD STUD PARTI MINNESOTA VALLEY ENGSICHART IND.(MVE ,INC.) W a 1. BRICK VENEER WAINSCOT W/ ROWLOCK COURSE SCHEDULE MODEL 8512629, 'A' = 2x4 T INSUL. I 0-) z LL w O TEL. 612 853 96IDID OR SIDD -531-311I _ AND E.IF.S. AI 2x4 W/ BA7 I 6? O o a o O I "•14-16 F.5. SYSTEM CONSISTING OF 1 1/2 INSULATION INDICATES CERAMIC WALL TILE 1/2,I/2 'B' = 2x6 I w O b) CRYOGENICS SERVICES, MODEL 2: E.. GT w STONER SERVICE AND KITCHEN Bl°= 2x6 W/BATT INSUL. ca TEL" 4ID4-429-6531 OR SIDID-241-T452 _ _ MECHANICALLY FASTENED OVER MTL, OR PLASTIC LATH GU BASE O r GRADE PLYWOOD. SERVINGa AREAS. "C' 2x8 I I m N O p ; 0j OVER BUILDINGS PAPER OVER EXTERIOR R I -TH U WINDOW SUPPLIERS. COORDINATE w/McD'S PROJECT MANAGER GI°= 2x8 W/BAT7 INSUL. n1 O w O 3 w rN__ yy" 1ID.DRVE R I- I D ° N eI I Ii � AUTOMATICS: SERIES 8'B 0 -'41 1/2' x 44' x6 FRAMING a 16' O.G. a. HORTON 3. 2 - " e. -- : STUD SPACING: a 16 O.G. � 2x BLOCKING ' ~ Di _ (WITH DRAFTSTOP/FIRESTOP BLOCKING AT FINISH _ 1Y TYPE O-x OR X-O TELEPHONE OaOO-531 3111. I FLOOR FINISH AS SCHEDULED _i I . a',€ m 2 3 20I�`; b. READY ACCESS. SERIES 215 47 CL 1/2' x 43 1/2° CEILINGS LEVEL, CONTINUOUS). 4. BA7T INSULATION. INTERIOR PARTITION P�N ERIOR PARTITION DET�41LTYPE "O-X'OR X-O TELEPHONE 0000-621-5045.2!I f)� ia5. VAPOR BARRIER�I I (D _ - .. A�5(05WA,a i ' '.-)OKLY�! CE: 1C 41 AI __ Am6 1 1/2 ° 1' �° 11. DO NOT .SCALE DRAWINCSS. GYPSUM BOARD. 3/� � 6. P I I FLOOR ;PLAN I _r•• LAY -IN CEILING ARMST ONCGORTECA TEGULAR �1ID4 . SEE FINISH SCHEDULE � PARTITION SCHEDULE. _ i - ' Q ST N UA R (NATIONAL PRICINGS PRICINGS T R Rl'1 ONG,) - I J_L 3------- I I V-6ff EQ UAL EQUAL 2'-6. 2 3 p I I i u mI I I I I T/PARAPET J ! D I I L I j i r — J Q , I �z ------ L o ----------------------- z�----------------------- ------ --- Z BUILDING, ADDRESS — — — — — — — — — N NUMBERS VISIBLE T/UJINDOWS FROM STREET ELEV. + J'-O" a i PER LOCAL CODES XXXXX T UJINDOWS Q Q /IPELEV_ + 81_0' z p I G � I Q I I K i T/WALL B/SILL I m ELEV. + 2,_1. ELEV. + 3'-m' w j — T/SLAB E P o A N ELEV. + O' fd' T/SLAB F q O m'-m' -4 ! j Eli N ! I II j A FRONT ELEVATION ! A2 1/4 I' f/TI B REAR ELEVATION as as A3 C 2,_6" EQUAL' EQUAL EQUAL A3 B A3 A EQUAL UAL EQUAL 2, 6 !� T/PARAPET I O D I ELEV. + 16'-I1° D E D r t L J L L L r I ! I I J ou WW z ----- ----------------------------------------- °OUaIL T/U1INDOWS-------------------------------- ELEV. + J'-m------------------------------------------------------------------------------------------------ L w w m 0 a a- Iawz z : w N H ! O N F j W. Wda Na U ��F oQF=dd G MID i w W w LL o Imo`7/UTALL L ELEV. +2'-1' I O-°fa�Eoo - (LFZF w I� T/SLAB m ooUW�w� ELEV.+,a'_p I �LOQ�w�ip I _� I i q O T/SLAB I� O° �wmamN B O E o. L A N LEY. +:fd'-m' i M- narcq" li Qoz°a'Wo°u paoa a ' I C RIC�NT SIDE E V w I L AT E f ON I _ ILLID U U�NNUF4 1—I AZ 1/4" = I'-�° i ,(� >m �o�~off W : w I ! a _ 0 A B T 6 C a i Q ou=oi= I EQUAL EQU EQUAL AS A4 - p E Y a m 0 Q 1-1- A3 j 2'_6 EQUAL EQUAL A4 U r LL z Q o f I EQUALWl T/PARAPEt D I W wa N L ELEV. +I6'-11" E D G I naW��$ ® W r ZI T/PARAPET L J L L r r I ELEV. + I6'-II' j II 9 �aoil mw� Wq L J L J J L J I !I>L>L-----npIGGL.. 30ZNmOW NCI Z anol ol 1 j� w... va El --------------------------a I aI---------------- N w N ELEV. ELEV. g'_0 o w " Q Q j i T/UJINDOWS 0 w q > w t- � r! I ILI all w T/DRIVE-THRU SILL IL ! > ELEV. + 3'-ID' I I y � o I ° T/SLAB ^ T/WALL ELEV. + o'-m ELEV: + 2 _III U ! H B O 7/SLAB IL V E H B ELEV. + 0'-m° I }{ cn K I Z Z I D LEFT SIV_oDE ELEVATION ! Q U ' ! N m W m KPY N I o t/ z LL I NOTES: ANOOKIieA2 ---------..._— ----------------------- - _ IL ------'--------- ----------- -------- ---- I LL ---_-___-_--._-_.-- —_- Z BRICK VENEER W/ ROWLOCK WATERTABLE COURSE AND ------_------ � j: J ❑ BETSE�L�ECTED BY PROJECT MANAGER BOA. COLORS TO E McDONALD'S SIGNAGE AND�LICsHT BEAMS BY OTHERS - ' - \ o a o _ w O ❑ UNDER SEPARATE PEPo`1IT. � NOT USED N CONTINUOUS FASCIA BOARD, PAINTED. f- ❑ COLOR TO BE SELECTED BY : - I 1L Q al 0.' tF ;,;..., PROJ. MGR. � , _ C� i ` Ely 6� B DENOTES TEMPERED SAFETY GLASS. a ROOF SCUPPER W/ DOWNSPOUT. COLOR TO MATCH E.IF.S. K METAL RAILING. SEE DETAIL ]/A'1. O CONTROL a a' I ROL JOINT: SEE DETAIL l/A6. w U O O 01 C VENT e BACK OF MA ❑ m - MANSARD PARAPET : G I CLEAR INSUL. GLASS SET IN AN ANOD. ALUM: - .. l fILL. _ 9 4) 0- 2, � ❑ .THERMAL BREAK WINDOW FRAME. ❑ Box. SEE NOTES ON SHEET At, P BREAK METAL CLOSURE TO MA N e ilk% � � %`JC3. ° ; D PROVIDE 2 MATCH WINDOW SYSTEM I G .RAIN DIVERTERS AS SHOWN, H PIPE BOLLARD. SEE 'SD' SHEETS. IK NOT USED . t! �.KI. CE. aI FAINTED TO MATCH ROOFING. EXTEND DIVERTER SEE NOTES ON SHEET AL a LOGO. WINDOW DECAL . m �, ! l2' BEYOND DOOR OR WINDOW, EACH SIDE ❑ 0r ELEVATIONS I i 11 16'-ID° 6 BASE BID Aim TRASH ENCLOSURE I _ 6' GUARD POST CTYP.J �Z.Z11 _17TT»TTT V 5'-1I /4' ;I REINF MASONRY WALLS AID - 1/4' = 1 -m' BLOCK W/ 15 9 48' O.C. VERT r' + STANDARD WEIGHT HORIZ /I V ' U JOINT REINF 9 g' pC v O ,n fa LL PREFINISHED METAL r o FLASHING V ' 4-LATCH KEEPERS LOCATED WHERE i I SHOWN ON ELEVATION 1 1.1 fII i I I I � I j z I I ! I I I I. a (E i zI O I z (L I N In >u r z n' z p I ! n I O i I LL I Q , w i W Lu I J I d SEE -I/Alm i ! m j I SPLIT -FACE I BLOCK B — — — t� a I - STEEL TUBE T-: FL SEE 9/Alm 12'_0• 3:_4. 6' GUARD ! I OPENING POST lTYP.J i AI(D v4 = I m ! zn2�o iK 2 WALLSTOPS WITH HOLDERS lu a g O a F I -- GLYNN-JOHNSON MODEL W2_1 I i w w.n Q -1 AlD I/4' - i'-m' -- 2120 TOBEY DRIVE INDIANAPOLIS, IN 49N'- 3Il 899 S44o 0 - z z j FASTEN WALLSTOPS TO GUARD POST ! w r j 3'X4 1/4' STEEL PLATE O� o w� LL o j wWK WELDED TO C4 X 5.4 LL o= F LL PREFINISHED METAL FLASHING GATE FRAME I H~ LL o rc I (� 9) Qzz TNIALL I/8" x 1 1/2' fl I :AI iiN -@ w w o wz w p b ELEV. r9'_2• FILLET WELD 2X4 WOOD FRAMING 'I)a� uwN Q I ANCHORED TO GATE ! N o�� 9 u o I FRAME W/1/2' BOLTS .®YoJ uOa-r3WU 1 �> LLw D LLW T QQ�NOTETOP ww WALL ELEVATION 1X6 VERTICAL BOARDS lu I Z U W f I _ _ - ----- --- ;I �! li I ! j� li i i I p' ;; r ! j ,I ; NEEDS TO B E 'fit - - ' I ��ooLLQ�W — I N � SPLIT -FACE it !' '' I " i' II lj II I I f� c E O U LL' o III q h ; !; i ! $ III REVISED TO ao BLOCK —\ !I I I! Ij Ij 1 ij I jl IL II ji ! 6 — 4 I _ o U w m , p — — I 'iwLL ! jilPll'I!,i!j I',!Iq ,!!I,I Wwzwa� �! JC-1_J! J T d cw ! fL w 0 z w l w V�NLLwiu ZI, f w� I ! I Y 'QOa .I I Ups-�Q� gzWWzg ILI W�LLNO F '� zI I'---------------------- 12'-4° J NQo-ff JO w 4' tl `-) ! STEEL LATCH KEEPER C4 X 5.4 GATE I O a2��Qa Ll (4 THUS) FRAME N Z u m w w Z AID 1/4' 11-m• --- — � ? I 2. 8 I ----------- 1/0' x 1 1/2' FILLET I z_z�FLL� N �j uj� D II I 3PN7 Uw W ��� ���f �f� WELD Iq I_-Nww w I 4. AI(D I II I! T - !I I 11 II I I I 'I LLdz uz pLLw' z- QI - --- AID 6' = 1'-m' °u °n a f'a IS)m i I} n } W Q Im m w m w w Alm .I w w Ij I I 3 I LL - C4 X 5.4 GATE cA FRAME CCONT. y iI_l L1 I._— — --- C i I FOUR SIDES OF 4' X 4' X 3/16' - -- _ r I; EACH LEAF STEEL TUBE I WELD PI TO TOP : , : - IX6 WOOD , : 9 HINGE R I i I I BOARDS A9 jI ! AlID 2' X 3/4' HNGE BAR FILL TUBE " I: --� W/3/4 m I I : 4 W/ .fv WASHER i I GONG: IN FIELD 1-I�------------- I I ! I�I E COTTER =IN CtYP.J ! ! I jl I I a , m LATCH KEEPERS (4 THUS) ! 3 I/4" PIN o 1 OF E 2 I/4' ! I i L_� j I I W/2X4 CROSSBAR I I PIN m SOTTO ----'------ 11 2X4 PLATES t --- -- - - - -- - --L -----! NO. DOOR FRAME HARDWARE FINISH D-1 3'-0' X 6'-8' H.M. S.S. KNOB LOCKSET, DEADBOLT 4 PRIME 4 PAINT (3) CLEAR WING HINGES DOOR 4 FRAME COLOR BY PROJ. MGf; Q > w i IL n o I 3' X 1/4' STEEL I LLf BAR (]_ 0 O N zo I 0 U 1 I HOLES FOR 5/16° lu - 1 z } I X 2 1/2' MACHINE ! � BOLTS O � I I 0)O z 'ZW LL 9z w p LL Q m LL V. I Q ems- _ Q L] rtl x Q[ Lu i AID 12 = _m•limt %L_z5 EF : i��, \ I F V N @ Ai 2 { 2001 r: o c,G AID � = I_m tz FE;flf.7UKl.YhIt,EQ11[.L, I= I m TRASH ENCL. i T it�- I I I I � I I I I I I I 11. 'Y T.0 T T.O. ARCH 16 -0" T.O. PARAPE -O�1tB.O�0�-0 . AWNING ��_1_0_0._ 0 --_ Y LV. SLAB 01 RIGHT ELEVATION - 2 SCALE: P1�4"=1 -0" /-6 122 -0" Y T.O. ARCH (BEYOND) i 1"0 V T.O. PARAPE' Io0_=0" E0. E EQ. £ FIl £ E0. m LEFT ELEVATION A21 SCALE i 4 =1 -0 01 a3.2 3.2 AP-t AR-t o-a C-06 C-Ot 6 g\ F- 116'-0" 0 1 t s -0 VRP.PET T.O. PARAPET y I 1114_-o" ________ 4RAPETb _________ ________ _______________�__ N QQ 1 I 6e I e I li I 9'-Y i y 10 Lop' K!A" C T,0 SLAB ). SLAB I oz FRONT ELEVATION _ a2t SCALE: t a =t -0 / lltl I 9D (Oku I 'O'U .OL-A .£ e -O-H •f-,0. ,f 41 0 e .f-.LL ,E rlro zo '0'N _Ol-,S a llq so — — — — — — — — — — — — — — — — — — 0 — — — f —1 f 6 l,Ltl 3%NpA V N c I I I 6 FEW L L 4 •0-,Sl 8 a OQ o lIX3 .SOIHR1 _ fy NIVUO N O1 3dO15 EO 1_ © CAR WkSH BAY EQUIPIVIMT ROOM: P II10Swu y � DIM�ONE REFER TO SHEETO.4.1 44!T i "r'.�:�A\\\\Ul\\mil\\U\\\Ul\\R\\U0.R\\Ante\h\lYVl1UV\\\U\\WUV�I�\\VR\\\l\�<R�Vu\UtlA�\\\\UtVU\\\\\\\URN\lU\\RIQUR\\\t\R��\RR�UUR\V\\\Y• I ile� .�� IN/.v"Yl///J/JJ/l/////l//J/I//O//J%iflJ/J/ A• � JIY//J//N//l//%H/A//U0�09�IJ!!J/////OIS//J%/////lJ/J//4N///II//W/_/J//J/ '. F 11=�O- ROM I ae i Gam_ i 03 I A21 02 A25 06 - 01 V ,3 ? U 5 7 I YS• Y D RO 8 1 I \r R 01 j o CASHIER A.5.1; f)r ..._�FO"UNYAIN ~ .+t ' M e ryr 4-I• FOR MILLWORK, r 03 FOR MILLNURK. HERB TO SHEET OB I r rt, Rg A.2.J REFER lO SHE£T FS.2 A23 1$" F.5.1 i COFFE , s•7 /r ] 1/2' 10-1' 3 i/2• 3'-2 11-B 3-2' 15-I' R.0 R0. C PREP COUTEF t•,•.-^0' MILLWORK, REFER TO SHEiT F.5,5 ' I 04 FOR R.OOHING MT REFER TO SHEET A.1.2 i 23 FOR MUN0 LAYOUT REFER TO SHEET A,j,3 02 A.2.3 I SALES A.23 AREA i 01 81'-10' i OSR F5.3 .5.F AND 4 / CASHIER ND .5, /\ MILLWORK r/ a- 09 \/ A.24 10 / 11 C\ _—__—__—__—__—__— WALK-IN COOLER n ....._.,_. I_..__� I '. \, / - _ \ / - i i NOED E < _ • RE51RONJ PIAR .. - �\ 08 A I a %` / OO ©ABOVE AS --I _ i I I 1 'N � n I 2 II _ A.5.3 --___ __________ _____ I 0.53 I _-_ I - - - -_ r - IL _ ______-__ --OPP --JI A151 it - 3. 3.2 D TOWER Ot ____J__ I _____�__ I —— _-________ ____________ I ------ �_no_o: I I WALL LEGEND RAO T 1 Y 10-51/2 6• ' A3.2 .OF WONC 31/Y I B'-ID' 51/Y 5-8' 51/2 WOOD FRAMED WALL 30•-7' 1Y-D' 30'-7 Y-0' METAL 6ND WALL IS-3 7/2- 15-31/Y If-C 15'-3 11r 15'-3 1/2' it'-3'. MASONRY WALL - 1 2 9 4 5 8 4 PREFABRICATED Coo UNIT 0.3.1 0.21 0 2 4 B LOW (1/2) WAL. CONSTRUCTION FLOOR PLAN r- r—,� (wood FRAMED) SCALE: 1/4" = 1'-0" - - 92= • SCALE: 1/4'=1'-0" CLIENT: bp ;ay.. 45< +}.Yv -BPANOMLASA ALLIANCE MANAGER, AGENT FOR BP: I om 1 ■�$ ® os Lmd Lem 2DOEASEROVO PHDRINE-MALCCOEM CHIpIc,O, wrw sw NATIONAL SITE ADAPT CONSULTANT: dn' lj&Adym a StrateCiC development partner 1201 Dublln Road Columbus. Ohlo 45215-1026 T 614.221.0540 F 614.221.2484 E Inbcx@wdpsrtnsmcom wdpartnem.com NO. DATE REVISION DESCRIPTION SEAL: PRELIMINARY `I� FOR CONSTRUCTION 921EIMITIMIrf STATEMENT: TIFF REO%ENT OF THESE MATEAIAES UNOEIFSTANOS THAT COPMOiT N THE MATERIALS 15 OMKD MT BR AND ALSO, THAT THE MATCMAL C AHI PNIVLIDCED AND COWIDENAN, 9UHNESS INFORNAnOM OF WP ACCOROnCLY. THE REOMW AGREES TO RETNN THESE MATERIALS IN MCT COIFYIENCE Am AO MOT To 06 05E THESE MATEfON.S TO ANY OVER PARTY AND FURTHER AGttS NOT ro MAKE CC41l3 OF THE MAnmw THE RECI"WT ACPFiS TO USE TALK MATERIALS ONLY FOR THE UMITEO PLRPOSE FOR WMOI BP HAS MADE THE MATERNklS AVAR.ABL[ AND REO T AOtEES TD RE1lMM ALL MAIIZR3 S TO DP OnNER OPOM COMPLEWI OF THE INTENDED PURI,= CR UPON THE REOIEST CC W. WHICXEWR COMES MT. DEVELOPMENT INFORMATION: SITE ADDRESS DE9TpiED Er ALLLW E ZAM OEC= ■1: UP REPM: DRAWN SY: AUJANCE PM: 1£RSIK PROEM M ORAYANG TITLE: SHEET Na Lost Plotted: Lost SDyea: wdol82 02/15/01 13:26 APR P. 3 29nI CITY OF M"MOIK1,YN WIWI Rs 01 FRONT ELEVATION a21 SCALE: 3/16"=1'-0" 10'-0 7/1 10 13/1 9'-1 B/ i--� 1'-8 5/B' Y Iur ur JLAD oz RIGHT ELEVATION A.21 SCALE: 3/16"=1'-0" 01 A22 fly—B 7/8' BS'-6' 33'—Y 10'-0 7/1B' V-15/8' 1013/18' 1s C-05 ���III ■�� � I� �I� eP� � �I � �I� �I� �I� �II�I� o aim i �i��ii��i� - ' ► l-I i -�o-�®®� -►�-.�s�oio�- O -� -�®m -�- .. �. N �_ .II. 1 1 1 .I. T 1 1 1 t Nil Mt�I�.�.�I�I�t�ItQtts�t�I�..t�I�It�,�IIsT�It�tt�n.De,o�It�I�I�It�Itala���� 4 FARM Nt.vat��in.ttQo�ttd�I®t.�ttOilt�I�Bt�O{i i�t to t to t ttttt� t��t�' Itt�te�i i t� t t�ttmlt� { t tttttta -. t�� t t a tt� nii tttt= t tttCll I! MEMO a� �N n�i��i�I�B�I®la t -- �i.n —wlwwawa.wwwt�-��� �w wi�tl 01 — FRAMING PLAN SCALE: 3/16' = 1'-0' az.1 at1 118'—l' (28 EQUAL SOLAR PANEL SPACES AT 4'-1 3/4') CLIENT: bp ;;r s SPAMOMUSA ALUANCE AFANAt.'ER. AGENT FOR BP: V1-t2i Lend Lease 2Ml TRM XLPHWfi.MAALWM CHICAGO, WNW Wa NATIONAL STE ADAPT CONSULTANT: kKA a Strategic development partner 12D1 Dubgn Road Columbus, Onto 43215-1023 T 614.221.0840 F 614.221.2484 E Inbox@wdparin®rs.aom rrdpartnats.00m NO. DATE REMSICH DESCRIPTION SEAL: PRELIMINARY NOTFOR CONSTRUCTION COAIF41FM &ar jjATFUENm ME Kab T OF MESS MATEAIALS UMDFA W)S THAT CDPIWOHT N M YATfl &S IS OM BT M. MO A MAT TIC MATEWALS M TNM MflVLE G AMO CENWOM& BUSINESS RFDRMAMM OF BP, �SA RETXNW ETo ATO G YATEWW&3 l S WCTttCOpWifDCNCE DESCLOSE MESS MATW TO MY C NER PMTY AND "VIA ACACCS NOT TO PANE CW16 OI THC MAnftA MEKC ACPl2S TO U ME YATERNS ONLY rM ME UMHED "POSE FOR MUCH BP HAS MADE MC MATERALS AVA"aE. A REC l AGREES M AmALL MAIES.ALS TO BV E R UDON COMPa: OF ME NW,I PUPo+OSE M U ME RCOUEST Q W. WR CVER COMES MIST. DEVELOPMENT BVFCLR1dA710N: SITE ADDRESS DESIGNED BY: XLLANCE Moe OBCO:D BM 8P RFPN: DRANK BY: AIU MC£ PR1:. 1 1: PRO.EGT M DRAWING flll%� SHEET NR Lost eeGaEd: APR 2 3 20fi+ Lost SoLQd: wdol82 02/15/01 13:26 Cl'I'Y CF13fi'(tCKLYN CE�!TFPI Architecture Interior Design Engineering Boarman Kroos Vogel Group Inc. 222 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 Facsimile: 612.339.6212 www.bkvgroup.com CONSULTANTS Planning a Civil Engineering a land Surveying Landscape Architecture a Environmental a Archaeology 7200 Hemlock Lane, Suite 300, Minfieepolis, Minnesota 55369-6592 Telephone: (763)[24-5505 Fan (763y24-6622 0 2000 Web Page; loackenaclagan.com PROJECT TITLE BRt)OKLYN CENTER RETAo1 REDEVELOP ENT Developer. Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612)867-3104 SHEET INDEX SHEET TITLE C1.1 EIOSTING CONDITIONS C3.1 GRADING AND EROSION CONTROL PLAN C4.1 UTILITY PLAN LI.1 LANDSCAPE PLAN L1.2 LANDSCAPE NOTES & DETAILS L1.3 CORNER MONUMENT ENLARGEMENTS ':WED FOR CONFORMANCE WITH APPROVED PLANS ,eby certify that the proposed building floor elevation and the props elevations shown an this Is survey are In accordance with the grad : approved by the City Engineer for this subdivision, unless noted a nce above, tsalonal Engineer, Reg. No.: L�d/ 5 1 REVISIONS 1707. DATE SITE ADJUSTMENTS 1 1 5/11/01 DATE 4/ 19/01 DRAWN BY PAK CHECKED BY PAK COMMISSION NO. 1415.10 SHEET NUMBER EXISTING CONDITIONS © 2001 BKV Group C01019-1-1.DWG j AY 1 1 2001 c:,,c. ,. _..f: _. .... ... ,: a .... .. . ... ....... .... ...... - ,•.,._ ...,.". ..� _........ ..... ._.. ,_.._. _.... _.,.... 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BLDIC'A:TEO f r 1 S gdna>•" r" CURB ®SETBAC ... ,„� /',F 4Engineering Y1 Y1 P Y1 C o + ;. ��� , ,. - ` .....,-". '». ,%r'r J ' ` 'a CAR WASH F.r CUkB ®SETBACK c4` i �' 1 t'� r'� I �" ; h — �., I 1 1 I I 1 e e I I 1 1 f 1 , J g \ �' s ✓ � E;.,,.". TMi' LANE b (1, . ! — • ONE WAY �,. ,,;�, — l r r: DRIVE ROUG Q F — p i j Q.... a ,,.f t i^''�, ul' 1 tag "t' ,4,` n { rs ,E ,�, F^_t�( �h �h INFi` 8 T s` a \ _..,.: <, \ e-»,,�_,. �j r� a^,, E 1 .. e t •S I .' _ . I 0 FT °p f0 • ®�Q�rm k i<....� E lZZ r SOLID \p ',' {_w 'o LoR - - -� ( T...t r .�. �. - MAINTENANCE Ilrr®®S FRE ❑ a' FENCE Vogel rf SEE CIVIL 1 I B CAR'e '> I L;x� } - sea DRAWINGS tr , I I — — WASH ,>A� 86Z ti . I g O t I ti. i ---- Q�' a• o — — _ Group 1 M �y , 1300 SF i ._ r 1 e M �{ - �AcDONALDS I __ 2 ' m F F E 863 0 TRASH ' c A � 5; �I �4230 SF � '� r� � \ 't \� � �, :�� � ; .,k a•� , rr:. � � Inc. n.. , � \., ar `• � Ott' ya ' i'°'�,4 as {-- � �© " ,.. �' .� 1 ,. , . c k I � ❑ hh ' � o 4 S i .; R� • r sS ., \ BP AMOCO _ ads + 5 V ? C-STORE , 4�,�.. l 1 2 Second Street �, � ,��w, 4224 SF ��;, :1 �, p.;w° ti � 222 North I ' i l � kr I G� Minneapolis, MN 55401 863 Telephone. 612.339.3752 u K d M j � -�, ��- � � � sz� S ❑ Facsimile: 612.339.6212 I — „ Wom bkv rou .com t �, �• 7 +- .... ~' I ❑" CONSULTANTS _r & i... �; I E PL \, . •"OAS ._ + ,t taafi �6g0- ,l r +.. �� v.. �° 0 , I{"_±I 1 .. a, P RKIN.G,,, .%� 0 o a� O \ _ I eta y wF AND 0 0 i G I I CAN' 6— \ r a i" S �29Z5+5SF � RETAILi 6 I Developer: °y `` \.�\ ''. • ' A E� 741SINGE I ^�� j1 ,I-;�• ❑ i Christenson Corpor at ion Plymouth Building, Suite 715 12 South 6th Street T. `t^•�hh°_ _.- - I Minneapolis, MN 55402 12 866.5 ; I (612) 867-3104 01 MECHANICAL x UNIT CAL mrO E PLa)lE .t f e• 1 fitt,, 3 + 2.Bx ' es ss b y I i RKINGk a SHEET INDEX .d +•�`•'r,, 4J'� �•. \ 4� j 't 13p �..,`n@'v".:,, I l Mfi5 G.s SHEET TITLE CIA EXISTING CONDITIONS C3.1 GRADING AND EROSION CONTROL PLAN . ,._ ,t , ..,.,..,� 886 �� :, .,ri.d �\ 1 `862 \./ , E.-. f B6'2r Tl 3 ❑ fy'• I C4.1 UTILITY PLAN ` t j d't.11, arO�• 4 c' E ! I J A I, ..� Planning Engineering •Surveying a Landscape Architecture E • 1 Environmentalnd Archaeology �i t �, "��• ..,'l' 1 � � `. \ "w O' � I ❑ 7200 Hemlock lone, Suite 390, 1Hnnea aHs(IHnneeola 55389-5592 866. \, ,' �O2 AROUND e, bh 77 Telephone: (753]4U-5505 Far: 753µat-55u ',\ FUEL ,� B3 f • L e Y• .:y'' ° 0 nngo lle5 Page: loueksmclageaesm ° .TANKS � ... ., �.. � 20 °'� — �' a t �� a6l 24% �e \o v " +0 ril 15 PRO ..,,.� ryg : ❑ es EXISTING PROJECT TITLE PROPOSED PWOP RTY LINE 6�;�Zy �, \ m� S F.F.E. 863.5 ► �= I R E S I D ESN T I A L BROOKLYN CENTER BP AMOCO-.'SIGNAGE \ ` \ 0' h EMISSION _ V 864, 7884.5 '� ``L hb°h ., 4, , P,±,r• ,`•, 3 I 6. 8. �. `` •i 6;�, Ll.l LANDSCAPE PLAN ,, ,y . • - \ 9J,y . �A', 4.. ' Y- I I _— —_ i �% L1.3 CORNER MONUMENT1.1.2 LANDSCAPE NOTES &ENLARR EMENTS k v V �Bs3 0 3..; ! 86��j � \ d'�,., 864. 7 '~ •0 4, 01 '(FL✓✓��' v r I 1966 \ F.F. $64.5 60, I $60 ,� 3 LL I I , n, I_.., �<1� „�V'fi ry Ma + G.3 Lcr�r,r `"r 08 i j,�»I� ^r`y.. �. REVIEWED FOR CONFORMANCE WITH APPROVED PLANS k 866 ,.,,, k\86 ��F4' QG \ ETAIL 4 $84.5 'w...,«., f hr -I---- 7 frt �f "� ❑ I �I,,'ay , I hereby certify that the proposed building floor slervdtlon and the props .6 r C 1 .., ».».e e'li —^•- site elevations shown on this is curve are In accordance with the grad y a '- �O� 7DDD SF I `xk I i I plans approved by the City Engineer for this subdivision, unless noted a \\\ 15 variance above. It 6yl ,` ,rr` ,: •��� \ , • �00 1} 1 f ��'�i,l--` ,�"'�.u- I I '•.,� "T+,t' B 'v �'., ;i, y, 9�Q \ "\,4 864.5 i I i i ,� +I `..,.....v nk 87•• \a `,�.., \ rf 01, 1 a : Signed: FjC9 Professional Engineer, Reg. No.: S 68 �' •�6j't SU \ R 90 �. �° e , s,,.; i I .y i' �/ A�Y ' ii 1 4• r� M a lh...."ti. V: ti +r`",^`..,„,v, }«{ f^ PROPOSED LEGEND — ..\ 4 L1y 4 1 �O to �- .�> w r V 1 Y x r':.On « 7 N 0 : `'! >7 Gs � \ �i* ri ! I � � •� FFF��� x � � CONNECT TO EXISTING —»— STORM SEWER ® CULVERT et 9� 1t 1 20 { } 1 EAST -WEST FENCE AT 0I POST INDICATOR VALVE M, , a* rA., r +>•"' SOUTH END. g > —SANITARY SEWER \s., !� I L 666 5 \ N. ' x e . N F 1 �5 .� - CONIFEROUS TREE S 0 86 Sg ; ab ; ,We64.. ,.. ♦ 8 t t I ( i ;• � —I—WATERMAIN 1 .. CONCRETE CURBING DECIDUOUS TREE CONCRETE it \ A •,'� e4s`s, .9 l �.,} w \ �o - �✓ I8 Eii IXISTINfl AS�NYeALI7wx "t HANDICAP PARKING . rt e't7-00ED _ SOIL BORING 86ss a y Gt _ i r,[ } - et, - K 0h 86g z +8. }4 p i; • M1.><w ny\ 4,9. A^ ;. ..... �r•''.A u,...- 5' MAY .,.:., Y Ktvi5lONS No. DATE SITE ADJUSTMENTS 5/11/01 DATE 4/19/01 DRAWN BY PAK CHECKED BY PAK COMMISSION NO. 1415.10 924.e SPOT ELEVATION w® .` �\ \ .... _ r• /,w.- ® M \ _ . _ r SHEET NUMBER 040ts€,>.ts BIM`NaqPATH.-J 'fiYI�FBR00KLYNCEP.ITEh �vW�\ TREE LINE r Sg OOO _.. . ® '$ rr-.•� •d ..lr qq Cc t r 9" G,t„ a E r�'`J sSt. !#1'r.,. ...,,_,.. .._ \ 6g0 C3 _ Ks b _,...__., . __..............". _ _. .,..,..__::. .�. _..._.,., _ __.._"_...., CONCEPT "C'ORNEf2M.TREA . _ ..... _.,..,,._....., I' I X u ,......, 0 ` � IGN TC9' BE DETERMINED `� i I A�/E' ll`�4�>�.IRT! 69TH �. FINAL D S ��., ..,_.' O.._..,.i" I _ ;' , _. .,°... v- ^ _ .,_. __. ;, ._n.._..... ".:�._.—. GRADING AND I - � .C� _., EROSION CONTROL PLAN '. 'KIP ® SAIN _,__... w.. ::fig _... .. _ Aid �_ _�.»»._ _._...:do-?•!_. _,.._.. ,.Aid• _,._ __ "... \• �� .,..,... ,...,.—. ,W ..._.,....a.,. i) ,S1 .4cd. '_"_..,wm t,st ` »..........._..... ..... ...'v,h;: " .....,..... �(iA .'.,.», _.. r.......:..�.,_......,..3. "a�t .,.._..,.,_ . •-.' PROJECT N0O 1019 ,_. 3 ® 2001 BKV Group 01019-3- Dw - --- —r-IT ; .0 S 1 9 „ 1 f o U P w .s t �./� _.,:. ,. . ........................ ri ROCK ENTRANC a ^ .0 O, akS .,, `, ,.,1„. "Z' .......,. ,..;(i. _.. _' ra 'sri Y.. .,,,r\; ,..., ,,.r ,. ,,G}'� r i4L�. 9L,:.L, -i. f, aa.,::.....-.,_, r-•",w,..., ), I .,w.m... ,� ,...,._._.) �, 4��:Q _>. ,r .._., i ��� � » Architecture r , �, r_, _. ♦ "ay., , _ ■ - ; Enei erenns k Y g g QI \ ♦ :, I znw � h m 41, I Imo, Boarman \ `00 4 r r� • Kro®s r Be 8 DIP : r F Vogell ., ,., , f11 ! Pr ..` m E v � N A I „ � F.F.E.. 863.0 , . u® Group , Inc. \, ♦ �, s ----- , r 2 e F.F.E. 863. 2 2 North Second Street f Minneapolis, f `fi MN 55401 29 y �� Telephone:612.33 752 Z �i o 46 - e: 2.3 .a ❑ Facsimile: 61 39 6212 { s VVww.bkvgroup.com f' in . o a 1 r CONSULTANTS , 3h , ❑ , O d a 4. ♦ �' o ° a 2a ❑ A I . CL a Yk ASSOCEATES Planning • Civil Engineering • Land Surveying - r I "'�..,"' ) I ❑ Landscape Architecture •. Environmental Archaeology 7290 hemlock Lore, Suite 30g, 6605 polls, Minnesota 55369-5592 Telephone. (783}424-6595 Far. (753)424-5822 a ® Roca Web Page: loucksnclegan.com » PROPOSED PROPERTY LIHYDRANT {i P t I v AND 1 ❑ PROJECT TITLE t ti w 1 F.F.E. 863.5 \ i BP AMOCO SIGNAGE 900 ND y — ® ` ❑ D ,: BEWAIL • 3 — — Developer. SIGNAGE 41 8" PV ; O w.m ',e ❑ — + Christenson Corporation m� s; Plymouth Building, Suite 715 12 South 6th Street Lo Minneapolis, MN 55402 �u..: \ ❑ (612) 867-3104 xr MR O , I ,. ' SHEET INDEX 13'5 —_ _— — SHEETTITLE 1� } CIA EXISTING CONDITIONS W r CSJ GRADING AND EROSION CONTROL PLAN Z F ❑ C4.1 UTILITY PLAN IAA LANDSCAPE Q ¢�® V® d L1.2 LANDSCAPE NOTES & DETAILS. ,p 11.3 CORNER MONUMENT ENLARGEMENTS \ a O SCAM `r., s'• F.F.E. 864.5— O w \ a 7 O ❑ V OR CONFORMANCE WITH S r �� REVIEWED F CONF H APPROVED PLAN �'+ \ _J Gs / °, n �` 4. t' f r I hereby certify that the roposed building floor elevation and the a �'�� , ` site elevations shown on this Is survey are In accordance with the plans approved by the City Engineer for this subdivision, unless ne variance above. waaaaa 8e DIP a ,f 0A i, t ft \ m'` .::.✓ �s' a ..q f. A a _ .., t L:. Signed: ,•.,fC/ \ tt ri i t ,. I < Professional Engineer, Reg. No.:-57 PROPOSED LEGEND ® ® CATCH BASIN — » — STORM SEWER ® CULVERT 5 STORM MANHOLE — > —SANITARY SEWER ePlit POST INDICATOR VALVE SANITARY MANHOLE—WATERMAIN CONIFEROUS TREE :1 an°°, 964 o, F �, r` r s HYDRANT CONCRETE CURBING " :"'' DECIDUOUS TREE LIGHT POLE CONCRETE i , O POWER POLE HANDICAP PARKING.. WATER VALVE SOIL BORING MAY 200 v SIGN 1 e. l 924.6 SPOT ELEVATION , /f :.. \\� 4, _ .,r,.,. ' '' — — — _ CITY OI flC01;LYN 091TEFl REVISIONS No. DATE SITE ADJUSTMENTS 5/11/01 DATE 4/ 19/01 DRAWN BY PAK CHECKED BY PAK COMMISSION NO. 1415.10 CONCEPT CORNER TREATMENT L0TC7 AVENUE NORTH ®1�TC7 FINAL DESIGN TO BE DETERMINED - VACATED -JUNE AVE NORTH' PROPERTY LINE WORKING 15' DRIVE/PARKING SETBACK i - POINT 35' BUILDING SETBACK E DCAR WASH !F CURB @SETBACK I ,® 1 LANE CURB @ SETBACK i DRIVEITHR0UGI'1 .ONE WAY 2 ' I NEW S FT HIGH SOLID - ' MAINTENANCE FREE / - — - — - S0 ' ' t ❑ FENCE CAR yes I SEE CIVIL l — — 1 I WASH 9 ❑ I I — — — — — — — -- DRAWINGS 1300 SF McDONALDS ' 1 / O 4 4230 SF P ATRASH BMOCO I I - o ❑ ,I �. IC-STORE -Y- — — — — — - 4224 SF iiliil ilii I I \. 29 — — — — — I 1 , 1 3 ° z ❑ off 1 8 o �I- - - - - - - -- I ♦ � 6�.' t � I ❑ EttfPL E inI 1 \ I — — — — — — — — PlIRKING ' 1 I O. �: I ❑ I \ , ° LI AND\ 1 ' CANO --- — — — — — —— ' I ` Ci\ i II I 1 ` I 2 1 I ' I ❑ �o �`•, ND GROUN I 1 nn I I FUEL TANKS EXISTING ----------- 1 I is 1 1 PROPOSED PROPERTY LINE E ° 1 RESIDENTIAL A�P'P \a BP AMOC,Pi SIGNAGE I I ❑ O RETAIL ' 29,575 SF t- - - - - - - - - - - I 1 I t I O . SIGNAGE 4 I ❑ ` I I G \ I v • ` 1z . 1 `� �. ROOFTOP , I MECHANICAL I \ ` I IIIJn'- TYPICAL PING t I 135 ---- I ------- I ,\ I\ o ❑ BUILDING & SITE DATA SI BLDG TYPE OCC. CONST. SQ. FT. PARKING ARE A CONVENIENCE STORE/ NM/B VN 4224 29 1.19 Ac CAR WASH FUEL INCLUDING S @ ISLANDS B McDONALD'S A3 VN 4230 46 .87 Ac NOT INCLUDING QUEUE C RETAIL M VN 7000 41 1.04 Ac D RETAIL M IIN 29,575 135 2.52 Ac TOTAL TOTAL S. F. TOTAL PARKING ACREAGE 0 15' 30' 60' 45,029 251 5.62 Ac PARKING REQUIRED 1 --------- \ f9 \ Cx ETAIL ❑ 7000 SF ' I 00 1 --- � I \ < 1 NOTE: ��°p I ❑ < I I CONNECT TO EXISTING �yTy\ zt zo EAST -WEST FENCE AT o , I SOUTH END. ` \ I , ❑-- - — - --------------- - - 1 \ I 17 EXISTING GAS I ' I PANY VALVE BOX. I I - — - — - — I ®� BITUMINOUS PATH ■ 1 A, I I SCALE: 1 = 30' NORTN 45,025 SF @ 5.5/1000 = 248 ® Q00 0 DDOOOO O CONCEPT CORNER TREATMENT- - 1 SITE D E V E L O P IVI E N T PLAN FINAL DESIGN TO BE DETERMINED I SCALE 1"=30' 1415-10-A-SP2.du�g CJ 0 r3 A17 V R O U P krchitecture ,iterior Design :ngineering loarm ara Croos ✓ogee -7roup nc. ?22 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 =acsimile: 612.339.6212 www.bkvgroup.com DONSULTANTS PROJECT TITLE BROOKLYN CENTER RETAIL REDEVELOPMENT Developer: Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612)867-3104 SHEET TITLE SITE DEVEL0PMENT PLAN CERTIFICATION I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Architect under the laws of the State of Minnesota. 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I 1.4 0.4 0.1 0.6 .8 2 is .1 3.0 4.0 .25 ❑ 1. 5 . 5 1.3 0.9 3.3 3.1 3.9J02...1.7 0.4 .5 .1 2.5 3A IA .0 A.7 4.0 0.8 2 2.51.9 0.2 0. .5 lb 1.7 1.7 15 1.4 1.5 1.7 L7 1.5 to 13 3.0 1.7 Ob 4_ :. 0.1 .7 13 IA IS IA 1.4 ' 1A 1.5 IS IA 1.3 IS Ib IA 1.6 1.5 1.6 1.8 L7 1.9 .0 5 1.0 OA 13 0.4 0.6 1.4 1.5 1 23 1. 23 .9 1. t 25 ❑ - .7 1.1 13 1. .. 0.4 1.4 1 2.5 3 - 33 2.7 .9 12 C - 0.3 6 1.6 2.4 3.5 a7 2.5 1.7 .2 1.2 1 1.7 1.9 .. ❑ 0. .1 0. 6 ]b 2.3 3.7 6. 66 4.0 2.5 Ib 1 S 1. 13 1 LUMINA1RE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Win BV2 250M A 4 R3 ARM MOUNTED PREMIUM CUT-OFF FIXTURE .ONE 250-WATT METAL - HALIDE, HORIZONTAL 97012226.1es 20500 0.72 ❑ W/SEGMENTED OPTICS POS. ❑ B 7 . SV2 250M R3 ARM MOUNTED PREMIUM CUT-OFF FIXTURE ONE 250-WATT METAL HALIDE, HORIZONTAL 97012226.1es . 20500 0.72 o W/SEGMENTED OPTICS POS. ❑ C 8 BV2 250M R4SC ARM MOUNTED PREMIUM CUT-OFF FIXT ONE 250-WATT METAL HALIDE, HORIZONTAL 97012227.les 20500 0.72 o W/SEGMENTED OPTICS POS. ❑ quad BV2 250M ARM MOUNTED PREMIUM ONE 250-WATT METAL 97012226.ies 20500 0.72 ❑ , ❑ D 3 R3 : CUT-OFF FDRURE HALIDE, HORIZONTAL ❑ - W/SEGMENTED OPTICS POS. ❑ special BV2 ARM MOUNTED PREMIUM ONE 250-WATT METAL E I 250M R3 CUT-OFF FIXTURE HALIDE, HORIZONTAL I • • • I 20500 0.72 W/SEGMENTED OPTICS POS. WALL PACK ONE 100-WATT CLEAR F 8 TWAC 100M W/SPECULAR ED-17 METAL HALIDE, 108359.1es -8500 0.72 REFLECTOR, CLEAR HORIZONTAL POS. POLYCARBONATE LENS 8 COMPOSITE HOUSING .1 0. 0:3 .Ob 13 1 3.3 6.9 ❑ .00 69 3.5 .0 IA 1. 1.0 0.7 0.1 .1 0.3 13 .9 3.5 5. 61 3.7 4 0.8 1.1 1S ]b 1A 1.7 13 0.7 0.7 - . OA %1 3 0. Ib 2A 3.6 6b 6.6 65 6.7 6A 3.9 2.7 L Ib 12 A 1.7 2.1 2.6 2.2 22 1.8 0.8 .7 0.1 0.3 0. dS .1 2 43 4.5 3b 4.4 4.5 3A 2.4 1.9 L7 IS lb - 0 2.9 2 1$ 1. 2.9 1.7 12 9 _ 12 LS 22 2.9 2A 23 2. fL .6 tb 15 1.7 1.7 13 .1 .4 1. 1.4 1 .9 .1 0.1 0. 5 7 3 1.5 a 1.7 1.4 1.6 1.9 L6 IA 15 64 12 0.9 0.8 b 0.7 0.7 02 0.7 0. .5 . OOOOOO \ O O 0.2 .2 02 131I 02 - O O - 1� 0 0 16 MOUNTING HEIGHT IS BASED ON 25'-0" POLE AND A 2'-0" BASE WITH EXCEPTION TO TYPE E WHICH IS WALL MOUNTED - - Snap Shot # 1 STATISTICS state I• = 30 - Description Avg _ Max Min MaxlMin AvgIMIn Cale Zone ip 1.7 fc 7.5 fc 0.1 fc. 75.0:1. : 17.4:1 .. _ The customerlclient accepts all responsibility for the use and/or Interpretation of the results of this calculation. T r - --.- Designer McNAMARA Date Apr 12 2001 Scale as noted Drawing No. _ spm041201 1 of 1 Gh Y ' 2001 ,r -3 QTY SYMBOL PLANT TYPE / POTENTIAL SPECIES LIST 51 DECIDUOUS SHADE TREES - 2-1/2" CAL. MIN. 0 NORWAY MAPLE Acer platanoldes LITTLELEAF LINDEN Tilla cordata SWAMP WHITE OAK Quercus bicolor PATMORE ASH Fraxinus pennsylvanica'Patmore' AUTUMN PURPLE ASH Fraxinus americana 'Autumn Purple' IMPERIAL HONEYLOCUST Gleditsia triacanthos var. Inermis 'Skyline' 32 ORNAMENTAL TREES - 1"CAL. MIN. SERVICEBERRY Amelanchler canadensis CRUSADER HAWTHORN Crataegus crusgall!'Cruzam' FLOWERING CRABAPPLE Malus spp. JAPANESE TREE LILAC Syringa reticulata 36 CONIFEROUS TREES - 5' HT. MIN. COLORADO GREEN SPRUCE Picea pungens BLACK HILLS SPRUCE Picea densata ARBORVITAE spp. Thuja spp. 136 0 DECIDUOUS SHRUBS - #2 POT BUSH HONEYSUCKLE Diervillea lonicera DWARF WINGED ELIONYMOUS Euonymus alatus'Compactus' RED TWIGGED DOGWOOD Corpus sedcea'Balleyl' ANNABELLE HYDRANGEA Hydrangea arborescens 'Annabelle' EMERALD MOUND HONEYSUCKLE Lonicera x xylosteurri ALPINE CURRANT Ribes alpinum SPIREA Spirea spp. DWARF KOREAN LILAC Syringa meyeri'Palabin' SHRUB ROSES Rugosa rose spp. 92 CONIFEROUS SHRUBS - #2 POT SEA GREEN JUNIPER Juniperus chinensis'Sea Green' SAVIN JUNIPER Juniperls sabinal TAUNTON SPREADING YEW Taxus x media'Taunton' 1200 PERENNIALS BLACK EYED SUSAN Rudbeckla hirta'Goldstrum' AUTUMN JOY SEDUM Sedum x'Autumn Joy' DAYLILY Hemerocallis sp. ASTILBE Astilbe x arendsli Derutschland' 17 -7 SOD SOD PLANT PALETTE: CORNER 0 C DO ■ 4 e2m -- ---------- MOMT11111111MOFMI, �,Wliiiii MW MEN, 13w 0 0 . .. ....... 0 El /V E] AN .14 3 x _,- / KI 7 0 _2 ALL DISTURBED AREAS TO BE SODDED. ALL LANDSCAPED AREAS TO HAVE UNDERGROUND, AUTOMATIC IRRIGATION SYSTEM PER CITY ORDINANCE. GENERAL NOTES: M nq IW, I, r1w W LANDSCAPE MATERIALS FROM COUNTY ROAD IMPROVEMENTS DECIDUOUS SHADE TREES 16 @ 10 = 160 POINTS CONIFEROUS TREES 14 @ 6 = 84 POINTS ORNAMENTAL TREES 5 @ 1.5 = 8 POINTS ADD'L LANDSCAPE POINTS PROVIDED = 252 POINTS BROOKLYN BOULEVARD IMPROVEMENTS: ILL — LANDSCAPE POINTS REQUIRED 2.00 ACRES @ 80 POINTS/ACRE 160 POINTS 3.62 ACRES @ 60 POINTS/ACRE 218 POINTS TOTAL SITE AREA = 5.62 ACRES 378 POINTS LANDSCAPE POINTS PROVIDED: DECIDUOUS SHADE TREES 51 @ 10 = 510 POINTS CONIFEROUS TREES 32 @ 6 = 192 POINTS ORNAMENTAL TREES 36 @ 1.5 = 54 POINTS DECIDUOUS SHRUBS 136 @.5 = 68 POINTS CONIFEROUS SHRUBS 92 @.5 = 46 POINTS LANDSCAPE POINTS PROVIDED = 870 POINTS 230% ABOVE REQUIRED LANDSCAPE ORDINANCE CALCULATIONS: F 7 7 _=77�_,_'T= X_ X., ---- — ---- -- ------ . .. ...... O O CORNER ENLARGEMENT — SEE SHEET L1.3 MIME rp,,F_CEIVED 0 15, 50, 60, i1AY 112001 CITY OF BROOKLYN CENTER In = 501-011 NORTH G R 0 U P Architecture Interior Design Engineering Boarman Kroos doge Group Inc. 222 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 Facsimile: 612.339.6212 www.bkvgroup.com CONSULTANTS Assoa Planning - Civil Engineering. - landSurveying LamiscalmAxeloitecture - Environmental - Archaeology 7200 Hemlock Time, Suite 300, Minneapolis, Minnesota 56369-5592 Telephone: (763}124-5505 Fwa (763)424-5822 0 2000 Feb Page: loucksmolgan.com PROJECT TITLE BROOKLYN CENTER RETAIL REDEVELOPMENT Developer. Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (o 12) 867-3104 SHEET INDEX SHEET TITLE CLI EXISTING CONDITIONS C3.1 GRADING AND EROSION CONTROL PLAN C4.1 UTILITY PLAN LI. 1 LANDSCAPE PLAN Ll. 2 LANDSCAPE NOTES & DETAILS Ll. 3 CORNER MONUMENT ENLARGEMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. qj. 0 1-1 Paul 4ngas \J License No. Date: I t:s - REVISIONS No. DATE SITE ADJUSTMENTS; 5/11/01 I 4/19/01 DATE DRAWN BY PAK CHECKED BY PAK COMMISSION NO. 1415.10 SHEET NUMBER LANDSCAPE PLAN PROJECT NO. Lo 1019— :L1 'I 0 2001 BKV Group 1mnp01019.dwg T-_ CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION/ MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN: EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. GRADING NOTES GRADING LIMITS AND LIMITS OF WORK SHOWN ARE ONLY APPROXIMATE AND MAY BE ADJUSTED IN FIELD BY LANDSCAPE ARCHITECT. WORK OUT E CONTRACTORS SIDE LIMITS WILL BE DONE AT CO NTRACTO EXPENSE UNLESS DIRECTED BY LANDSCAPE ARCHITECT OR OWNER IN WRITING. GRADING LIMITS ARE HEREIN DEFINED AS THE JUNCTURE OF PROPOSED GRADE WITH EXISTING GRADE UNLESS NOTED OTHERWISE. 16'-011 CONTRACTOR IS RESPONSIBLE FOR ON -GOING MAINTENANCE OF ALL ELEVATIONS ELEVATIONS SHOWN ARE FINISHED ELEVATIONS. SPOT E WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO TAKE PRECEDENCE OVER CONTOURS. SLAB, CURB, ETC. WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE MAINTAIN A UNIFORM GRADE BETWEEN CONTOURS IN AREAS TO BE SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED GRADED UNLESS OTHERWISE NOTED. STAGGERED JOINTS. ON SLOPES STEEPER THAT 3:1 OR IN DRAINAGE TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. SALVAGE TOPSOIL FROM THE EARTHWORK AREAS AS APPROPRIATE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE /- AND/OR AS DIRECTED BY LANDSCAPE ARCHITECT. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. FILUCUT AS NECESSARY TO PROVIDE A 1%MINIMUM GRADE AWAY THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUB BED MASSINGS TO RECEIVE 4" DEEP STONE MULCH AND FIBER MAT WEED BARRIER. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS I r FROM BLDGS. WITHIN LIMITS OF CONSTRUCTION. DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE E CONTRACTOR SHALL PROVIDE PROPER EROSION CONTROL MEASURES AS SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V E CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3 ABOV ALL EVERGREEN TREES TO RECEIVE 4 DEEP SHREDDED HARDWOOD NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. REQUIRED TO INSURE THAT EROSION IS KEPT AT AN ABSOLUTE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING MULCH WITH IP MINIMUM. NO LOWER THAT 6' ABOVE FINISHED GRADE. ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 2" DEEP REPRODUCIBLE AS -BUILT DRAWING(S) OF ALL LANDSCAPE u• PROVIDE TEMPORARY COVERING FOR CATCH BASINS AND M.H'S UNTIL TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES PLAN TA SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. FINISHED GRADING IS COMPLETED. IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS ALL ROUGH GRADING AND FINISHED GRADING TO BE DONE BY OTHERS NOTES. SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING UNLESS NOTED ELSEWHERE. ALL PROPOSED PLANTS SHALL LOCATED AND STAKED SHOWN VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO A ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING OF PLANT E CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING THE TIME GROUND HAS THAWED TO JUNE 15. REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHES. MATERIAL PRIOR TO ANY AND ALL DIGGING: SHOP DRAWINGS. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST - II NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN E NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBR 15; WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE WHETHER SHOWN ON THE DRAWING OR NOT, THEY APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1: PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED, � FOUND ON SITE, SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED QUOTATION. LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE AND/OR ARE IN AN AREA TO BE GRADED. ANY QUESTION REGARDING SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE ARCHITECT. I WHETHER PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO ADJUSTMENTS IN L OCATION OF PROPOSED PLANT MATERIALS MAY BE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND 1 REMOVAL NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ABUTTING BUILDING FOUNDATION. FALL DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY LANDSCAPE INSTALLATION ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF 1 INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY EXISTING OAKS ARE DAMAGED IN ANY MANOR, ABOVE OR BELOW NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. APPLICATION OF GRANULAR 0-20-T A 12 DI PER 2.5" CALIPER AP PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT 1 OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AND ALL PLANTS TO BE INSTALLED PER PLANTING DETAILS. DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PROCUREMENT AND/OR INSTALLATION. JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED PRIOR TO MULCHED AS PER MNDOT SPECS. ER PERENNIALS,HIS UND COVBUSH EAS RECEIVING GROHALL ALL PLANTING ARCONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER RACTOR S ESTA TO SATISf ACTION LANDSCAPE CONTRACTOR SOD ALL AREAS DISTURBED DUE TO GRADING. ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 8 DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. PARTS PEAT OR MANURE AND 10 PARTS SAND.. IMPROVEMENTS. 1 ORNAMENTAL METAL FENCING WITH BLOCK COLUMNS ELEVATION L1.2 SCALE: 1/2" = V-0" DECORATIVE POST CAPS )PAQUE, PVC PRIVACY FENCING - COLOR TO B "OMPLIMENTARY TO COMMERCIAL BUILDING AATERIALS ON STRUCTURES TO WEST. 4" x 12" CONCRETE MAINTENANCE STRIP 15" DIAMETER CONCRETE FOOTINGS 15" 3 PVC PRIVACY FENCE @ EAST PROPERTY LINE L 1.2 SCALE: 1 /2" = l'-U' THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDELINES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING IS COMPLETE REMOVE ALL FLAGGING AND LABELING TREE. WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SATURATE SOIL WITH WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING - ONE PER WIRE MULCH - 4" DEEP - PER SPEC. PLANTING SOIL - PER SPEC. WOOD STAKE (OPTIONAL) EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON MOUNDED SUBGRADE CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. VARIES 2 PERENNIAL PLANTING L 1.2 SCALE: 3/4" =1'-0" REFER TO PLAN DECIDUOUS TREE PLANTING DETAIL r 5 SHRUB PLANTING DETAIL SCALE: 1/2" =1'-)" ,.,'Jr ' .'�i_il,�t.i1 L1.2 SCALE:3/4"=1'-0" MULCH - SEE SPECS. 2" DEPTH EDGER - SEE SPECS. EDGE VARIES -SEE PLAN 12" DEPTH (MIN). LOAM PLANTING SOIL- SEE SPECS. LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING rlcqu lni�1,ri""; LOOSEN ROOTS OF ALL CONTAINERIZED PLANTS. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SHRUBS TO BE PLACED SO THAT TOP OF CONTAINER SITS FLUSH WITH PROPOSED GRADE. MULCH - 3" DEEP - SEE SPEC LANDSCAPE FABRIC - SEE SPEC. EDGING MATERIAL - SEE SPEC. EDGE VARIES - REFER TO PLAN PLANTING SOIL - SEE SPEC. P"E,10 EIVI-D BUILDING WALL (TYP) MAY I 12001 Q [Y OF BROOKLYN CENTER VIA R O U P ,rchitecture )terior Design ngineering loarrnan ,roos (oge3 .7roup 1C. )22 North Second Street Minneapolis, MN 55401 .elephone: 612.339.3752 =acsimile: 612.339.6212 "w.bkvgroup.com :ONSU LTANTS Or n TS Planning • Civil Engineering • Land Surveying Landscape Architecture • Environmental - Archaeology 7200 Hemlock Lane, suite no, Minneapolis, Minnesota 55369-5592 Telephone: (763)424-5505 Fax: (763)424-5022 0 2000 Web Page: fouckemclagan.com 'ROJECT TITLE ROOKLYN CENTER RETAII. REDEVELOP MalENT Developer: Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612) 867-3104 SHEET INDEX SHEET TITLE CIA EXISTING CONDITIONS C3.1 GRADING AND EROSION CONTROL PLAN C4.1 UTILITY PLAN 11.1 LANDSCAPE PLAN 11.2 LANDSCAPE NOTES & DETAILS I1.3 CORNER MONUMENT ENLARGEMENTS I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State ofyM'Tigesota, Paul KTgas Dote: ' License No. REVISIONS No. DATE SITE ADJUSTMENTS 5111101 DATE 4/19/01 DRAWNE PAK CHECK PAK COMMISSION NO. 1415.10 SHEET NUMBER PRELIMINARY VEGETATION DETAILS PROS CT NO.F_ o> o> s =L1 ® 2001 BKV Group a y INN ,I 1 IGNAGE SEE ARCHITECTU L PLANS *7717 AL -IRON FENCE -WITH BLOCK PIER O�RN ' MENT�I- — BQNCH ORNAMENTAL STREET FIXTURE J ORNAMENTAL PEDESTRIAN LIGHT FIXTURE ACCESS RAMP 0 51 101 I I 69TH AVENUE I11 = 101-011 NORTH f ENLARGEMENT - BROOKLYN BOULEVARD & 69TH AVENUE: a u ITAL IRON FENCE WITH TAL REQESTRIAN LIC74- ACCESS RAMP ORNA N�AL CMU BLOC _ ORNAMENTAL O 51 101 IRON FENCE A AINING WALL fRE LIGHT 201 70TH AVENUE III = 101-01' NORTH \\\ \ \ -- -__ ---- \11, ENLARGEMENT - BROOKLYN BOULEVARD & 70TH AVENUE: rIFCMVED MAY 11 2001 C!N OKCROOKLYNCENTER 1 IF M".31111i I V G R 0U P Architecture Interior Design Engineering Boarmam Kroos Vogel Group Inc. 222 North Second Street Minneapolis, MN 55401 Telephone: 612.339.3752 Facsimile 612.339.6212 www.bkvgroup.com CONSULTANTS x ;, 77"! ASSOCIATES Planning - Civil Engineering • Land Surveying landscape Architecture - Environmental - Archaeology 7200 Hemlock lane Suite 300, I inneapoHe, Yiamaote 55369-5592 Telephones (763)42A-5505 F= (763)424-5622 a 2000 Teh Page: louckmelagm.com PROJECT TITLE BROOKLYN CENTER EM L REDEVELOPMENT Developer: Christenson Corporation Plymouth Building, Suite 715 12 South 6th Street Minneapolis, MN 55402 (612)867-3104 SHEET INDEX SHEET TITLE C1.1 EXISTING CONDITIONS C3.1 GRADING AND EROSION CONTROL PLAN C4.1 UTILITY PLAN IA.1. LANDSCAPE PLAN IA.2 LANDSCAPE NOTES & DETAILS IA.3 CORNER MONUMENT ENLARGEMENTS I .hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State o Minnesota. W—1 Pau Kangos License No. Dote: rJ 'V REVISIONS No. DATE SITE ADJUSTMENTS 5111/01 DATE 4/19/01 DRAWN BY PAK CHECKED BY PAK COMMISSION NO. 1415.10 SHEET NUMBER CORNER MONUMENT ENLARGEMENT PLANS PROJECT NO. o1o1s L1.3 0 2001 BKV Group 1mnp01019.dwg - I1