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HomeMy WebLinkAboutPC APP 2003-012 SITE AND BLDG PLAN 69TH & SHINGLE CREEK PKWYva n aa ry a L��Iti����C����`����tiC��p L�C'lI�LO[�l�'�Os Ir OOT LOCATION MAP NOT TO SCALE CONTACTS OWNER HOLIDAY STATIONSTORES, INC. 4567 AMERICAN BLVD. W. BLOOMINGTON, MN 55437 DAVID HOESCHEN JOHN BAREGI 952-830-8727 GENERAL CONTRACTOR RYAN COMPANIES US, INC. 50 SOUTH TENTH STREET SUITE 300 MINNEAPOLIS, MN 55403 NEIL JOHNSON 612-492-4294 612-492-3294 (FAX) NEILJOHNSONCRYANCOM ANIES.COM ARCHITECT RYAN COMPANIES US, INC. 50 SOUTH TENTH STREET SUITE 300 MINNEAPOLIS, MN 55403 BRUCE JOHNSON 612-492-4292 BRUCE.JOHNSON®RYANCOMPANIES.COM STEVE JOHNSON 612-492-4291 STE VE. JO H N SO N CR YAN C O M P A N I E S. C O M CIVIL ENGINEER RYAN COMPANIES US, INC. 50 SOUTH TENTH STREET SUITE 300 MINNEAPOLIS, MN 55403 JARED OLSON 612-492-4447 612-492-3447 (FAX) JARED.OLSON®RYANCOMPANIES.COM RICHARD KOPPY 612-492-4426 612-492-3426 (FAX) DICK.KOPPY®RYANCOMPANIES.COM SURVEYOR: RLK—KUUSISTO BLUE CIRCLE DRIVE MINNETONKA,-MN 55343 KURT KISCH 952-933-0972 952-933-1153 (FAX) LANDSCAPE ARCHITECT: RLK—KUUSISTO BLUE CIRCLE DRIVE MINNETONKA, MN 55343 JOHN DIETRICH 952-933-0972 952-933-1153 (FAX) 13v DRAWING INDEX: N 0. TITLE SHEET C1 PRELIMINARY PLAT &EXISTING CONDITIONS C2 OVERALL SITE PLAN C3 HOLIDAY GRADING, DRAINAGE, AND EROSION CONTROL C4 HOLIDAY UTILITY PLAN CS HOLIDAY LIGHTING PLAN C6 HOLIDAY LANDSCAPE PLAN L1 PALMER LAKE PLAZA LANDSCAPE PLAN 1-1-1 LANDSCAPE PLAN DETAILS L2 FLOOR PLAN A201 EXTERIOR ELEVATIONS A301 SIGHT LINE STUDIES A401 BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000te1 612-492-3000 fax W W W.RYANCOMPANIES.COM PROJECT NAME PALMER LAKE PLAZA SHINGLE CREEK PKWY. AT 69TH AVE. NO. i LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE TITLE SHEET i i REVISIONS r L.� r �1 By Brooldyn Center Planning Commission Date �`Chmn.�y © 2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY - 902-038 CITY OF BAOOKP(N CENTS SHEET NUMBER RECEIVE c I j U L 2 1 2003 CITY OF BROOKI.YN CEPITEA DRAWN BY CHECKED BY CP J0 JOB NUMBER DATE 1340.00D 7-21.03 RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000fax W W W.RYANCOMPANIES.COM PROJECT NAME PALMER LAKE PL SHINGLE CREEK PKWY. AT 69TH AVE. NO. LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE PRELIMINARY PLAT REVISIONS i I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. REGISTRATION NO. DATE © 2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 902-038 SHEET NUMBER - ECEIVE 4 llJ L 12005 - DRAWN BY CHECKED BY CITY OF BROOKI.YN CENTER JO JOB NUMBER DATE 1340-000 7-21-03 R25' R25' HOLIDAY SITE NOTES \ • CONTRACTOR MUST FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULD INCLUDE ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. • ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. • ALL CURB RADII WILL BE 5.0' UNLESS NOTED OTHERWISE. • ALL CURB TO BE CONCRETE B612 UNLESS OTHERWISE NOTED. • FULL SIZE 90' PARKING STALL IS 9'X19.5' UNLESS NOTED OTHERWISE. • BUILDING DIMENSIONS REFER TO OUTSIDE OF BUILDING FACE (TYP.) UNLESS OTHERWISE NOTED. VERIFY WITH BUILDING PLANS • EXISTING AND PROPOSED ZONING "I-1" GENERAL BUSINESS DISTRICT. • HOLIDAY SITE AREA = 4.19 ACRES • EXISTING CONDITIONS TAKEN FROM RLK—KUUSISTO LTD. PRELIMINARY PLAT (6-17-03) SETBACKS - BOTH SITES BUILDING PARKING 69th Ave. No. 50' 20'-30' Shingle Creek Pkwy. 50' 50' Rear 10' 5' PARKING - HOLIDAY 54 CAR PARKING STALLS 8 TRUCK STALLS 62 TOTAL STALLS BUILT 14 PROOF OF CAR STALLS 14 PROOF OF PARKING STALLS 76 TOTAL STALLS C BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000te1 612-492-3000 fax W W W.RYANCOMPANIES.COM PROJECT NAME PALMER LAKE 20, \ PLAZA RETAI WALL SHINGLE CREEK PKWY. AT 69TH AVE. NO. 67 2 STALLS 18, LOCATION BROOKLYN CENTER, 31 ' MINNESOTA 6 - SHEET TITLE 24, \ PRELIMINARY OVERAL SITE PLAN \ we �\ \ REVISIONS MEN PALMER LAKE PLAZA SITE NOTES PARKING - PALMER LAKE PLAZA • ALL DIMENSIONS SHOWN ARE TO FACE OF CURB UNLESS NOTED 320 EXISTING PARKING STALLS • ALL CURB TO BE CONCRETE B612 UNLESS OTHERWISE NOTED 315 STALLS AFTER HOLIDAY CONSTRUCTION • PALMER LAKE PLAZA SITE AREA = 10.48 ACRES • EXISTING CONDITIONS TAKEN FROM RLK—KUUSISTO LTD. PRELIMINARY PLAT (6-17-03) 62 PROPOSED STALLS • 5 PARKING STALLS REMOVED AT ENTRY TO HOLIDAY SITE 377 TOTAL STALLS I © 2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 902.038 SHEET NUMBER 0 40 80 SCALE IN FEET SiIrGEWED (a DRAWN BY CHECKED BY JUL 2 12003 CP JO CITY OF BROOKLYN CENTER JOB NUMBER DATE 1340-000 7.21.03 R.E.=850.87 I.E.=847.57 Inc curb \85, O L R.E.=850.98 \\ I.E.=847.63 i Corn, c \ curb \ \ Q \ S� \ t cv --851—, p LEGEND PROPOSED EXISTING WATERMAIN SANITARY SEWER > > STORM SEWER >> >>— GAS MAIN UG uG UNDERGROUND ELECTRIC UE — UE UNDERGROUND TELEPHONE UT UT — CONTOUR - MINOR CONTOUR - MAJOR — RIGHT OF WAY --- ""- SECTION LINE - — FIRE HYDRANT W/ VALVE 1 SANITARY MANHOLE O STORM MANHOLE 0 STORM CATCH BASIN ❑ STORM CATCH BASIN SPOT ELEVATION X 964.00 SILT FENCE GRADING & EROSION CONTROL NOTES CONTRACTOR MUST FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULD CONTRACTOR SHALL STRIP, STOCKPILE AND RE —SPREAD INCLUDE ALL EXISTING UTILITIES AND TOPOGRAPHIC SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM 4 INCH DEPTH FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY (COMPACTED) TO ALL AREAS DISTURBED, TO BE SODDED OR THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS SEEDED. FROM THE PLANS. EXISTING CONDITIONS TAKEN FROM RLK—KUUSISTO LTD. PRELIMINARY PLAT (6-17-03) • CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS (651-454-0002) 48 HOURS PRIOR ALL RCP PIPE 18" OR SMALLER SHALL BE CL 5. ALL OTHER RCP TO EXCAVATION/CONSTRUCTION. SHALL BE CL. 3 UNLESS OTHERWISE NOTED. • REFER TO SITE PLAN FOR MOST CURRENT HORIZONTAL SITE ALL SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION DIMENSIONS AND LAYOUT. CONTROL FABRIC INSTALLED ON SLOPE. • THE SITE GRADING OPERATIONS, WHEN COMPLETED, SHALL "PLAN SUBGRADE ALL FLARED END SECTIONS SHALL HAVE TRASHGUARDS. RESULT IN ALL AREAS BEING GRADED TO ELEVATION . THIS PLAN SUBGRADE ELEVATION SHALL BE ALL TOPSOIL/VEGETATION TO BE STOCKPILED AND USED FOR CONSISTENT WITH THE GEOTECHNICAL REPORT FOR BUILDING TOPSOIL IN PLANTING AREAS AND NON—STRUCTURAL FILL AND PAVEMENT AREAS. THE "PLAN SUBGRADE ELEVATION" IN AREAS. THE PARKING LOT AND DRIVEWAY AREAS SHALL BE DETERMINED BY CHECKING THE PAVEMENT SECTION DETAILS AND REFERRING TO PAVING PLAN FOR LOCATIONS AND LIMITS OF VARIOUS PAVEMENT SECTIONS. • ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE THE START OF GRADING. conc curb - BENCHMARKS TNH (Top Nut of Hydrant) —the top nut of the fire hydrant located at the corner of Shingle Creek Parkway and Xerxes Avenue North. Elev.= 848.68 feet (NGVD 29). col c SAN MH R.E.=848.88 I.E.=840.08 � C BUILDING LASTING RELATIONSHIPS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 \ \ Minneapolis, MN 55403-2012 _ I _ 612-492-4000 tel 612-492-3000fax —\✓�850—\�� W W W.RYANCOMPANIES.COM B49— 48 PROJECT NAME PALMER LAKE PLAZA \ ) LI ON D M-840 SS \\ \\ HINGLE CREEK PKWY. B -� 3, \ �`� N =84 g \ 8 \ AT 69TH AVE. NO. =86.3 \ \ / II LOCATION 843\ \ BROOKLYN CENTER, MINNESOTA R, \ SHEETTITLE / \ I Preliminary Holiday Grading \ 44 / \ � & Erosion Control Plan • 6 \ \ REVISIONS SILT FENCE \ —846— \ OWL ROCK CONSTRUCTION ENTRANCE — — —847— oof rain i //i, I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. REGISTRATION NO. DATE © 2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 902.038 R CElVL _ — SHEET NUMBER JUL 21 20113 CITY OF BROOKLYNI CQIT DRAWN BY CHECKED BY 0 30 60 CP JO SCALE IN FEET JOB NUMBER DATE 7340.000 7.21.03 R.E.=850.87 I.E.=847.57 Conc Curb UTILITY NOTES CONTRACTOR MUST FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING CONDITIONS. THIS WOULD INCLUDE ALL EXISTING UTILITIES AND TOPOGRAPHIC FEATURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. CONTRACTOR IS TO CONTACT "GOPHER STATE ONE CALL" FOR UTILITY LOCATIONS (612-454-0002) 48 HOURS PRIOR TO EXCAVATION/CONSTRUCTION. ALL WATER MAIN, SANITARY SEWER AND STORM SEWER CONSTRUCTION SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" 1998 EDITION, AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. REFER TO SITE PLAN FOR MOST CURRENT LAYOUT DIMENSIONS. ALL WATER SERVICE PIPE SHALL BE (D.I.P.) DUCTILE IRON PIPE CLASS 52 UNLESS OTHERWISE NOTED. SANITARY SEWER SERVICE PIPE SHALL BE SDR 35 UNLESS OTHERWISE NOTED. R.E.=850.98 I.E.=847.63 LEGEND PROPOSED EXISTING WATERMAIN I I SANITARY SEWER.; > > STORM SEWER >> >> GAS MAIN UG UG UNDERGROUND ELECTRIC UE UE UNDERGROUND TELEPHONE UT. UT CONTOUR - MINOR CONTOUR - MAJOR — RIGHT OF WAY •^ --- SECTION LINE - - FIRE HYDRANT W/ VALVE SANITARY MANHOLE O O STORM MANHOLE O O STORM CATCH BASIN ❑ ❑ STORM CATCH BASIN I \ \ A-I CONNECT EX. 6" [ / / R.E.=851 I.E.=841 G\ V-j Ll c GT FES - 4 INV = 844.0 373 S �D� Q. FT T/ON oco VALVE CONNECT TO EX. STUB CLEANOUT RIM = 851.5 INV = 842.8 ROOF DRAIN FIELD VERIFY INV=845.9 r 1 •? L Li P\ INV =843.6 I s 853 6" DIP WATER LINE VV oX, h o• ^�V S7 #1 RIM = 848.1 TRANSFORMER PAD 1NV 843.1 V LO / O � 00 n- N / \ CIO °�C \�C c CQ"6 4�6 c4r �T \ OT \ \ f CO / c cvr b SAN MH R.E.=848.62 I.E.=839.89 SAN MH R.E.=848.88 I.E.=840.08 V CONNECT TO EX. MH. FES - 3 INV = 844.0 R.E.=84 \ LE.=841.91 .91 RI M � RIM = 847T INV -- 841.91 R.E.=848.09 1F�(91 STMH \� o 83(9 R.E.=847.93 VV C E14 BUILDING LASTING RELATIONSHIPS I I RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 I 612-492-4000tel 612-492-3000 fax W W W.RYANCOMPANIES.COM I- PROJECT NAME PALMER LADE PLC SHINGLE CREED PKWY. AT 69TH AVE. NO. LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE PRELIMINARY HOLIDN UTILITY PLAN REVISIONS U� O o� o _ - / I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. oT REGISTRATION NO. DATE © 2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 902-038 SHEET NUMBER 0 30 60 SCALE IN FEET F ECEIVED ire JUL 2,1 2003 DRA NBY CHECKED BY CITY OF BROOKWI 01TERCBP JO JOB NUMBER DATE 1340-000 7-21-03 a' rr j' s r F e� rz } a '{3,6 '0 ... 2.5 2 8-::`,1.6 -1.0 0.9 "1.1 '14 '1.2 1.0 '1.1 '13 1,9 2.5 �2 0-- 5,`.. f "'1.7 '1.1 '0.9 1.2 '1.3 '2.8 '2A '2.0 '2.0 '1.2 'to '1.2 '1.5 '1,4 .', 2'8 1 <- 1.8 ....,. '1.2 '1A '1.4 '1.4 '1.2 '1.1 '1.2 '1.2 1.2 '0.9 -1.1 '1.4 '2.6 < 3,4 � z8 " 0A '1.0 11.2 111 'L2 '1.4 '1.2 '1.2 '1,1 '1.0 '0.9 '1.2 '1.8 , 3.3' 1.2 '1.3 '1.0 '0.7 '0,9 '1A '1.0 '1.0 '12 '1.1 '1.5 '1.9 '2.3 ='33 '3.2 F 2.0 '2.7 '1.5 '11 '0.9 0.9 't.t '1.1 7.1 '1.4 ' A '1.6 '1 .9 '2.8 .-"25 fl`0" w A.2.8 '2.5 2.0 1,2 1,2 '1.2 '1A '1.1 '1.1 -1.1 '1,1 '1.2 24, 0,0 ' BB- 3.3 3.3 3.1 '2.1 1.4 '1.4 '1,2 '1.1 -1,2 '1.0 '0.8 '0.8 �1.1 ',,.4< 1 1,4: „ a 0 �3.6 '2.6 '1.6 '1.1 '1.2 '1.3 '1.2 '1.1 '1.1 "1.2 '1.1 1 1 1.0 1.4 , 11 .9 , ,. 3.6�'*3.2 '2.0 '1.3 '1.0 '1.2 '1.2 '1.3 '1.2 '1,3 '1.4 '1.5 1.5 t 2 'A_ _ -2.0 '23 to h t 3.0 '3.2 '1.9 '1.2 -1.1 '1.3 '1.6 '1.4 '1.1 '1.1 '1,9 2.0 - ,Do,- 2,5 "12 '2.5 '2.5 'i.8 '1A '1.5 '1.7 '1,4 '1A '1.0 '1.4 2 8 2.7 1.7 w" 0 b.4 '0A '0.6 '1.8 '2.4 -2.0 '1.9 '1,8 '1.7 '1.6 '1.4 '1.3 '1.0 -1.1 -1.6 24 34 AA 1 +a.0 " ` 04 0.8' 'i.i 1= "t.8 1.9`<"f 5' '1,7 2.0 1.8 'i.7 '1.5 1.2 '1.0 1 4 '2.3 - 3t1 IIA fl 0 0 6 `<1.3 2A '1.2 '1.4 1.7 '1.6 '1.7 '1.8 '1.5 '20 , 0 " 2.8, 3 3 3,fi '�i.2 -1 Q 0 `t�3 2'5 '2,7/ 13 '1.6 '1.4 '1A '7.8 '1.9 '1.9 1 5 2 i.- 2 6 3 8' 3.2 -'2 4 .'1.8 '1.8 '2.0 '1.6 1.5 1.3 '1.4 ' f fl Jt '1.2 1 2� 2,5 '2 8 2 1 AA '0.9 0.9 as AA1'-� �32 24 1.3 0.8 07 0,8;` 1,0 0.7 0,6 0,5 STATISTICS DESCRIPTION AVG MAX MIN MAX MIN AVG MIN WEST PARKING 1.6 4.7 0.4 11.8:1 4.0:1 EAST PARKING 1.6 3.6 0.3 12.0:1 5.2:1 PROPERTY LINE 0.3 3.3 0 N A N LA LIGHT FIXTURE SCHEDULE LETTER FIXTURE MOUNTING LAMP LENS/ MANUFACTURER & REMARKS TYPE TYPE DIFFUSER CATALOG NUMBER AA1 POLE LIGHT 9" ARM (1) 40OW CLEAR TEMPERED LITHONIA # KSF2 400M R4W 30 FOOT OVERALL MOUNTING HEIGHT SINGLE HEAD METAL HALIDE GLASS PROVIDE 2'-6" CONCRETE BASE ABOVE HORIZONTAL GROUND AA2 POLE LIGHT 9" ARM (1) 40OW CLEAR TEMPERED LITHONIA # KSF2 400M R4W 30 FOOT OVERALL MOUNTING HEIGHT DOUBLE HEAD METAL HALIDE GLASS PROVIDE 2'-6" CONCRETE BASE ABOVE HORIZONTAL GROUND QB WALL LIGHT 9" WALL BRACKET (1) 40OW CLEAR TEMPERED LITHONIA # KSF2 400M R4W 25 FOOT MOUNTING HEIGHT METAL HALIDE GLASS '' ..... HORIZONTAL 0.2 \ Al 3 r 0.4 04, 03 t32 i a i w..,.. b 3 -,..0 2 0_2 .. � x i A �3 g y to < < � Z R..'' I(-'A t N", �ml (°� - �Qb R Ee 84 6 }' i< i F 120 mm < a DjOppH m m n W40W � � o a z m T � c 'II s to C m 11 Lj Fmm z 3 Z Iiu 3 m tin � iwl m s N RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000tel 612-492-3000fax W W W.RYANCOMPANIES.COM PROJECT NAME PALMER LAKE PLAZA SHINGLE CREEK PKWY. AT 69TH AVE. NO. LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE PRELIMINARY LIGHTING PLAN REVISIONS I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. REGISTRATION NO. DATE © 2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 902.038 SHEET NUMBER EC'EIVEDC irt Vh DRAWN BY CHECKED BY JI)I. 2 i 2903 Jo �I OF BROOKLYN CENTER JOB NUMBER DATE 1340.000 7-21.03 4 R.E.=850.87 I.E.=847.57 R.E.=850.98 I.E.=847.63 AR VA PALMIER LAKE PARK TMH TMOK AA v T T 6 SOD) "cr"nimn BEDLINE (TYP) 3 (SOD) u F7 �SOD) 13 �SOD) S W A L E T 12 U �SOD) 3 (,• ~ (SOD) 5 \ \ / FUTURE EXPANSION / POND / / \ (SOD) / ��•. A \ J l \ SHADE I CONIFER ORNAMENTAL SHRUBI Coll 43 Hours before digging GOPHER STATE ONE CALL 10 Il Twin Cltiez Area 651-454-0002 MN. Toll Free 1-600-252-1166 VLLANT SUh=iJULC: CODE QTY COMMON -NAME LATIN NAME SIZE ROOT - REMARKS A 1 AUTUMN BLAZE MAPLE 2.5" B&B STRAIGHT LEADER Acer freemanii 'Autumn Blaze' CAL. AND FULL CROWN B 4 SUGAR MAPLE 2.5" B&B STRAIGHT LEADER Acer saccharum CAL. AND FULL CROWN C 4 AUTUMN PURPLE ASH 2.5" B&B STRAIGHT LEADER Fraxinus americans Autumn Purple' CAL. AND FULL CROWN D 2 GREEN ASH 2.5" B&B STRAIGHT LEADER Fraxinus pennsylvanica CAL. AND FULL CROWN E 4 SHADEMASTER HONEYLOCUST 2.5" B&B STRAIGHT LEADER Gleditsia triacanthos Shademaster CAL. AND FULL CROWN F 3 NORTHERN RED OAK 2.5" 1 B&B STRAIGHT LEADER Quercus rubra CAL. I AND FULL CROWN G 8 WHITE PINE 5' 1 B&B STRAIGHT LEADER Pinus strobus HT. I FULL FORM TO GRADE H 4 AUSTRIAN PINE 5' 1 B&B STRAIGHT LEADER Pinus ni ra HT. I FULL FORM TO GRADE I 7 COLORADO SPRUCE 5' 1 B&B STRAIGHT LEADER Picea 12ungens HT. I FULL FORM TO GRADE J 4 BLACK HILLS SPRUCE 5' B&B STRAIGHT LEADER Picea lauca denseta HT. FULL FORM TO GRADE K 3 PAGODA DOGWOOD 1.0" B&B TREE FORM Corpus alternifolia CAL. AND FULL CROWN L 5 SPRING SNOW CRABAPPLE 1.0" B&B I TREE FORM Malus species CAL. I AND FULL CROWN M 4 PRAIRIEFIRE CRABAPPLE 1.0" B&B TREE FORM Malus species CAL. AND FULL CROWN N 5 CANADA RED SELECT CHERRY 1.0" B&B TREE FORM Prunus vim iniana 'Shubert Select' CAL. AND FULL CROWN 0 11 GRAY DOGWOOD 5 CONT. PLANT 5'-0" O.C. P 26 Corpus racemosa DWARF KOREAN LILAC GAL. 5 CONT. PLANT Syringa me eri 'Palibin' GAL. Q 13 MOHICAN VIBURNUM 5 CONT. PLANT 5-0" O.C. Viburnum lantana Mohican GAL. R 29 ANTHONY WATERER SPIREA 3 CONT. PLANT 3'-0" O.C. S iraea x bumalda ' A.W.' GAL. S 33 MCKAY S WHITE POTENTILLA 3 CONT. I O.C. Potentilla fruticosa McKa 's White GAL. T 33 SEA GREEN JUNIPER 3 CONT. PLANT 3'-0" O.C. Juni erous chinensis Sea Green' U 13 —GAL. GRIZZLY BEAR JUNIPER 4' B&B PLANT 6'-0" O.C. Juni erous sco ulorum 'Grizzly Bear HT. ._,.. "` SOD`..... :� • REFER TO CIVIL PLANS FOR SITE, GRADING, AND UTILITY INFORMATION. .. •RE FER TO CIVIL PLANS FOR LIMIT OF WORK TO BE DEFINED AS GRADING LIMITS \ ` : OR PROPERTY LINE. WHICHEVER IS GREATEST. y ' q \ \ • REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRIGATION \ NOTES AND PLANTING DETAILS. \ \ •ALL AREAS TO BE SODDED UNLESS OTHERWISE NOTED. • ALL PARKING LOT ISLANDS AND PLANTING BEDS SHALL RECEIVE 4" OF SHREDDED \ \ E \ HARDWOOD MULCH OVER LANDSCAPE FABRIC UNLESS OTHERWISE NOTED. 4 \/ ALL PLANT MATERIAL, INCLUDING SOD AND SEED AREAS, SHALL BE \ \ \� IRRIGATED UNLESS OTHERWISE NOTED. \ \ \ • ALL TREES NOT IN PLANTING BEDS TO RECEIVE MULCH RINGS 3' IN DIA. • REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL • ALL SHRUB BEDS IN OPEN SOD AREAS SHALL BE EDGED WITH 4" PVC \ \ COMMERCIAL GRADE EDGING TO DELINEATE SHRUB MASSINGS FROM SOD AREAS. SOD RRIOATION NOTES \ \ • LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF IRRIGATION PLAN \ TO THE LANDSCAPE ARCHITECT FOR APPROVAL. \ e PROVIDE PVC SLEEVES UNDER DRIVE FOR IRRIGATION AND ELECTRIC POWER . H \ 2 • LIMIT OF IRRIGATION IS LOT LINE AND EDGE OF CURB OR PROPERTY LINE OF EACH 4 \ \ \ / LOT, OR AS DENOTED ON PLAN. VERIFY LIMITS WITH LANDSCAPE ARCHITECT. •IRRIGATION DESIGN AND CONSTRUCTION IS TO BE PROVIDED BY CONTRACTOR FOR TURF AND PLANTING AREAS. \ \ • IRRIGATION SYSTEM IS TO BE DESIGNED AND CONSTRUCTED PER REGIONAL CONDITIONS AND LOCAL REGULATIONS. (SOD) \, or �T \ s GT \ I� • THE CITY REQUIRES LANDSCAPE POINTS BASED UPON THE SIZE OF PARCEL. THE FIRST 2 ACRES REQUIRE 75 LANDSCAPE POINTS PER ACRE, AND THE BALANCE (2.2) REQUIRES 60 POINTS PER ACRE. THIS RESULTS IN 282 LANDSCAPE POINTS REQUIRED. LANDSCAPE POINT CALCULATION (2 ACRES x 75)_+ (2.2 ACRES x 60) = 282 MAX. PROPOSED COVER % POINTS PLANT/ COVER MAXIMUM REQUIRED* TREE # % POINTS SHADE TREES (2.5" CAL. = 10 POINTS) 50% MAX. 141 18 42.5 180 CONIFEROUS TREES (5' HT. = 6 POINTS) 40% MAX. 113 23 32.5 138 ORNAMENTAL TREES (1" CAL. = 1.5 POINTS) 35% MAX. 99 17 6.3 23.5 SHRUBS (12" DIA. = .5 POINTS) 25% MAX. 70.5 158 18.7 79 TOTAL 282* 402 100 402 * MAX POINTS BASED ON CODE REQUIREMENTS OF 282 POINTS. • PERCENTAGE NUMBERS REPRESENT THE MAXIMUM PERCENTAGE OF THE TOTAL LANDSCAPE POINTS ALLOWED FOR THAT PLANT TYPE. POINTS HAVE BEEN DISPERSED AMONG THE VARIOUS PLANT TYPES WITHIN THE PARAMETERS SET FORTH IN THE ORDINANCE. SITE DATA • SIZE OF PARCEL 4.2 AC * PARCEL IS ZONE 11 (INDUSTRIAL PARK) Nox1x fr JLIL 2 t 2003 `10 OF BROOKLYN CENTER 0 30 60 F= i SCALE IN FEET � � I ain x 0 0 g z z H J U vyi z U— z ZLLJ IL �Q U CL (to ILZ O J ♦� ® 09 - 2 d 0 a rd w w� ~ En a00 0 r m 2003 RLK—Kuusisto, LTD. b.tuM/�ous s��fo a REFER TO HOLIDAY PANTRY PLANS FOR IMPROVEMENTS. 0) h,7--�co CO TO SAVE TREE. %,2Y2" SHADE PALMER LAKE PARK TO SAVE TREE. W 2Y" SHADE VED. 69 PRO D RETAINING WALL ATTEMP SAVE TREE. PLANT NEW SHADE TREE IF REMOVE . � 1 �ucx "tjir Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 051-454-0002 MN. Toll Free 1-800-252-1166 PLANT SCHEDULE QTY COMMON NAME LATIN NAME SIZE ROOT REMARKS 5 AUTUMN BLAZE MAPLE 2.15 B&B STRAIGHT LEADER t Acer freemanii 'Autumn Blaze' AND FULL CROWN 5 NORTHERN RED OAK B&B STRAIGHT LEADER Quercus rubra AND FULL CROWN C 5 COLORADO SPRUCE B&B STRAIGHT LEADER Picea un ens FULL FORM TO GRADE D 2 CANADA RED SELECT CHERRY B&B TREE FORM Prunus vir iniana 'Shubert Select' AND FULL CROWN • REFER TO CIVIL PLANS FOR SITE, GRADING, AND UTILITY INFORMATION. • REFER TO CIVIL PLANS FOR LIMIT OF WORK TO BE DEFINED AS GRADING LIMITS OR PROPERTY LINE. WHICHEVER IS GREATEST. • REFER TO LANDSCAPE DETAIL SHEET FOR GENERAL PLANTING NOTES, IRRIGATION NOTES AND PLANTING DETAILS. • ALL AREAS TO BE SODDED UNLESS OTHERWISE NOTED. • ALL TREES NOT IN PLANTING BEDS TO RECEIVE MULCH RINGS 3' IN DIA. • REFER TO GRADING PLAN FOR GRADES AND EROSION CONTROL • REFER TO CIVIL PLAN FOR RETAINING WALL DETAILS AND ELEVATIONS. • 4" OF BUFF LIMESTONE (1'-1 1/2" DIA.) ROCK MULCH OVER LANDSCAPE. FABRIC TO BE ADDED BETWEEN CURB AND WALL. BRRIGATION NOTES • IRRIGATION DESIGN AND CONSTRUCTION IS TO BE PROVIDED BY CONTRACTOR FOR NEW PLANTING AREA IF AN IRRIGATION SYSTEM EXISTS. • LANDSCAPE CONTRACTOR SHALL SUBMIT A SHOP DRAWING OF IRRIGATION PLAN TO THE LANDSCAPE ARCHITECT FOR APPROVAL. • PROVIDE PVC SLEEVES UNDER DRIVE FOR IRRIGATION AND ELECTRIC POWER . • LIMIT OF IRRIGATION IS LOT LINE ALONG 69TH AND EDGE OF CURB OR PROPERTY LINE OF EACH LOT, OR AS DENOTED ON PLAN. VERIFY LIMITS WITH LANDSCAPE ARCHITECT. • IRRIGATION SYSTEM IS TO BE DESIGNED AND CONSTRUCTED PER REGIONAL CONDITIONS AND LOCAL REGULATIONS. • THE EXISTING TREES IN THE 69TH AVE BLVD ARE 10"f DIA. CONIFER TREES. THE LA PLAN ANTICIPATES THE TREES TO BE PROTECTED DURING THE RETAINING WALL INSTALLATION. • THE CITY REQUIRES LANDSCAPE POINTS BASED UPON THE SIZE OF PARCEL. THE FIRST 2 ACRES REQUIRE 75 LANDSCAPE POINTS PER ACRE, AND THE BALANCE (7.8) REQUIRES 60 POINTS PER ACRE. THIS RESULTS IN 618 LANDSCAPE POINTS REQUIRED. LANDSCAPE POINT CALCULATION (2 ACRES x 75) + (7.8 ACRES x 60) = 618 • DUE TO THE ONLY IMPROVEMENT ON THE 9.8 ACRE SITE IS THE ADDITION OF PARKING STALLS AND A RETINING WALL ALONG 69TH AVE N. THE LANDSCAPE PLAN IS ONLY FOR THE NEW BLVD ALONG 69TH AVE. THE PLAN SHOWN HAS ADDED: 10 SHADE TREES FOR 100 PTS. 5 CONIFER TREES FOR 30 PTS. 2 ORNAMENTAL TREES FOR 3 PTS. ECEIVED Nor a JUL 21 2003 1TY OF BROOKLYN CE51TER 0 30 60 SCALE IN FEET r U) f z o w Of _ i_ V I L�J � N Q 0� n cr) I LnLLJ � I O z w U Q� 0 on z N Q W in Z (-0 L Q H Q I U- a_ LLE WQ;� Y ce ZD-> ~ w<7: Gi WOO) J 6 d o w w� ~ _ v— o I oN U) aM 0- r © 2003 RLK—Kuusisto, LTD. Call 48 Hours before digging w o m GOPHER STATE ORE CALL Twln Cities Area 651-454-0002 A m hAN. Toll From 1-800-252-1166 aw� 0 0 d h GENERAL DOTES PLANTING SPECIFICATIONS PLANTING NOTES pq a U LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON PROPERTY WITH THE GENERAL CONTRACTOR AND BY CALLING GOPHER STATE ONE CALL (454-0002) PRIOR TO PLANTING BED PREPARATION: ALL MASS PLANTING BEDS SHALL BE TILLED TO A MINIMUM NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN STAKING PLANT LOCATIONS.co DEPTH OF 10". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. THE IMMEDIATE AREA. o COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATIONS WITH OTHER BACKFILL SOIL: USE SOIL EXCAVATED FROM PLANTING HOLES AND PROVIDE AMENDMENTS. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE .. CONTRACTORS WORKING ON SITE. REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER. ARCHITECT PRIOR TO ANY AND ALL DIGGING. E WHERE EXISTING TREES AND/OR SIGNIFICANT SHRUBS MASSINGS ARE FOUND ON SITE, WHETHER FERTILIZATION: ALL PLANT MATERIALS SHALL BE FERTILIZED, UPON INSTALLATION, WITH DRIED BONE IF THE LANDSCAPE CONTRACTOR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL o �t m SHOWN ON THE DRAWING OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO MEAL OR OTHER SPECIFIED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE CONDITIONS, OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ex�� BE REMOVED AND/OR ARE IN AN AREA TO BE GRADED, ANY QUESTION REGARDING WHETHER MANUFACTURER'S INSTRUCTIONS UNLESS NOTED OTHERWISE. ESTABLISHMENT, SURVIVAL, OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ao PLANT MATERIAL SHOULD REMAIN OR NOT SHALL BE BROUGHT TO THE ATTENTION OF THE - MULCH MATERIAL: AS SPECIFIED ON THE LANDSCAPE PLANS. MASS MULCH ALL PLANTING ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3'%r o z LANDSCAPE ARCHITECT PRIOR TO REMOVAL BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL PERENNIAL PLANTING BEDS TO RECEIVE 3" ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD oMm N a; m N ALL EXISTING TREES TO REMAIN TO BE FERTILIZED AND PRUNED TO REMOVE DEAD WOOD AND DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER MAT WEED BARRIER. ALL EVERGREEN AND AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. y o = 0, J DAMAGED OR RUBBING BRANCHES. DECIDUOUS TREES TO RECEIVE 6" DEEP SHREDDED HARDWOOD MULCH WITH NO MULCH IN � `gym DIRECT CONTACT WITH TREE TRUNK. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. a,_ o � 3 0 BB TREES AND SHRUBS ARE BALLED AND BURLAPED. TREE STAKING: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO STAKE AND/OR GUY THE ONE SHRUB PER TYPE AND SIZE IN EACH PLANTING BED AND EVERY TREE SHALL BE CLEARLY w E m 0 _`0 . � w NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL 1S REQUESTED OF TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO TAKE EVERY IDENTIFIED (COMMON OR LATIN NOMENCLATURE) WITH A PLASTIC TAG WHICH SHALL NOT BE T» ° THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS IN AN UPRIGHT AND PLUMB CONDITION REMOVED PRIOR TO OWNER ACCEPTANCE. o ; 0 BID AND/OR QUOTATION. AT ALL TIMES UNTIL THE END OF THE PLANT GUARANTEE PERIOD ESPECIALLY WHERE r E o 0 0 VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEM. WHERE SOD SEED ABUTS PAVED SURFACES FINISHED GRADE OF SOD SEED SHALL BE HELD 1" / ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. a a STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, -HEAVY WATERPROOF CREPE PAPER a a MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON CONTRACTOR IS RESPONSIBLE FOR ON —GOING MAINTENANCE OF ALL NEWLY INSTALLED TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE z MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE GROUND. W rn o 0 c� WHICH MAY OCCUR `PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE EXCEPT RODENT PROTECTION: PROVIDE ON ALL TREES, T SPRUCE UNLESS OTHERWISE SPECIFIED. SEED CONTRACTOR. ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE PLANTING PLAN: ALL PROPOSED PLANTS SHALL BE LOCATED CAREFULLY AS SHOWN ON THE SOD. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. PLANS. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES REPAIR EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. RESPECT STATED DIMENSIONS. DO NOT ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. WARRANTY FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE SCALE DRAWINGS. LANDSCAPE ARCHITECT AFTER .THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. EDGING: EDGING SHALL BE 4" P.V.C. COMMERCIAL GRADE EDGING WITH "THREE (3) METAL IRRIGATION NOTES ANCHOR STAKES PER 20 FOOT SECTION. ALL MASS PLANTING BEDS SHALL HAVE EDGING CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM PLACED BETWEEN MULCH AREA AND ANY ADJACENT TURF AREA. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SHOP DRAWING THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ILLUSTRATING AN IRRIGATION PLAN AND SPECIFICATION AS PART OF THE SCOPE OF WORK ADDITIONAL COST TO THE OWNER. WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO z o ORDER. VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LOCATION. UNLESS OTHERWISE NOTED ALL SOD/SEED AND PLANTING AREAS INDICATED ON PLAN SHALL BE � p ®ECI®t�®�� TREE ,,��++ C 100% IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN PROPERTY LINE AND BACK OF CURB WHERE LANDSCAPE �l ®NIrE1®�� TREE NEW IMPROVEMENTS ARE PROPOSED. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL NOTE: SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS TWO ALTERNATE METHODS OF DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. TREE STAKING ARE ILLUSTRATED NOTES: IT IS THE CONTRACTOR'S CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION OPTION I/ NO MULCH TO BE IN CONTACT WITH TRUNK. SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH TO STAKE TREES; HOWEVER, THE REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING DOUBLE STRAND 14 GA. WIRE — 3' ® 120' INTERVALS (TYP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP.) TREE WRAP TO FIRST BRANCH FLAGGING — ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH - 4" DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) PLANTING SOIL — SEE SPEC. TOPSOIL SUBGRADE 2" X 2" X 24" WOOD STAKE SET AT ANGLE SOD SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. IT IS THE CONTRACTOR'S OPTION TO STAKE TREES; HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. )OUBLE STRAND 14 GA. WIRE, 3' ® 120' INTERVALS (TYP.) 6" POLYPROPYLENE OR 'OLYETHYLENE (40 MIL, —1/2" WIDE STRAP TYP.) 1'-0" STEEL STAKE 'LAGGING — ONE PER WIRE ;OOTBALL TO SIT ON IUBGRADE 1ULCH — 4" DEEP ;HREDDED BARK (UNLESS NOTED OTHERWISE) 'LANTING SOIL — SEE SPEC. 'OPSOIL UBGRADE " X 2" X 24" WOOD STAKE ET AT ANGLE OD NOTE: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYP.) SCARIFY BOTTOM AND SIDES OF „„� HOLE PRIOR TO PLANTING SHRUBS TO SIT ON SUBGRADE MULCH — 4 DEEP SHREDDED BARK (UNLESS NOTED OTHERWISE) LANDSCAPE FABRIC — SEE SPEC. PLANTING SOIL — SEE SPEC 4" P.V.C. EDGING REFER TO PLAN FOR GROUND COVER SUBGRADE CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE. - - -o �O P4 v1 RECEIVED JUL 21 2003 CITY OF BROOKLYN 01TER a a z P c� z 5 _J U 0 < w W Q.J 0 0. ZLLI % _j a O J O � - rILx)j La N U) I �1� SILL BLOCK INTERIOR N Q ® � 1"MNATED ` 1 METAL 510N BOX SUPPORT FACILITY curl oLUMrRiS BACKED BY AGRYUG 5NEET BURN15110 BLOCK INTEGRAL COLOR ROGKPAGE BLOCK BUILDING LASTING RELAT10.N5HIpS RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000 fax W W W.RYANCOMPANIES.COM PROJECT NAME HOLIDAY PANTRY B G D E F 195O" FACILITY 37'-O- 39'-b" 39'-6' 39'-6" 39'-6' SHINGLE CREEK PKWY. AT 69TH AVE. N. r=—=7=7= ------- --------- j— 6 Q ❑EEIFI ❑❑❑W LJ ❑ ❑mm❑m m ❑ LOCATION m ❑m 5s ❑ m ❑ m❑❑ o BROOKLYN CENTER, TRAINING ROOM ffiTIFEL❑ m❑7m❑ ❑❑ ro MINNESOTA BAKERY PRODUCTION ❑ ❑❑ SHEET TITLE m EM❑❑m ❑ �� FLOOR 5 MEN []CART WASH ❑ PLAN ❑ _ �i URAGE 4b 6 � L�LJ❑ REVISIONS 7PWOMEN City Submittal July 3, 2003 OOR PLAN 6 1'-0" N 0 8' 16' 32' SCALE: 1/16" = 1'-0" I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Registered Architect under the laws of the State of Minnesota. REGISTRATION NO, DATE ©2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 900-038 SHEET NUMBER I LI C1 V) - lj' v FpMr=� DRAWN BY CHECKED BY CITY OF BEOQYI.YN CE\UER JOB NUMBER 1340-000 WEST ELEVATION MATERIALS: PRECAST CONCRETE PANELS: 3,067 S.F. 56% ROCKFACE BLOCK: IJ34 S.F. = 20.7% GLASS: 544 S.F. = 9.9% BURNISHED BLOCK: 416 S.F. = 7.7% METAL CANOPY: 260 S.F. = 4.9% FAINTED DOOR: 46 S.F. _ 0% TOTAL SOUARE FOOTAGE = 5A75 S.F. ENTRY ARCH: BURNISHED BLOCK: 726 5F_ = 97.0% ROCKFAGE BLOGK: 16 S.F. = 2.2% TOTAL SOUARE FOOTAGE = 742 5T 516NA6E: WALL 516NA6E A5 SHOWN = 30.5 S.F. OR 7% OF WEST ELEVATION AREA. MAXIMUM ALLOWABLE BY CITY ORDINANCE = 15% NORTH ELEVATION MATERIALS: PRECAST CONCRETE PANELS: 4,114 S.F. = 74.5% ROGKFACE BLOGK: 755 5,F. = 13.7% BURNISHED BLOCK: 454 5F. = (53% &LASS: 194 S.F. = 35% TOTAL SOUARE FOOTA&E = 5,520 S.F. EAST ELEVATION MATERIAL5: PRECAST CONCRETE PANELS: 5,056 S.F. = (555% DOCK DOORS: 560 S.F. = 9.5% BURNISHED BLOGK: 237 S.F. = 4% PAINTED DOOR: 54 S.F. = 1% TOTAL 5OUARE FOOTAGE: 5,907 S.F. SOUTH ELEVATION MATERIAL5: PRECAST GONCRETE PANELS: 4,324 5.F- = 77.2% ROGKFAGE BLOCK; 822 S.F. = 14.7% BURNISHED BLOCK: 454 S.F, = 5A TOTAL SOUARE FOOTAGE = 5,600 5.1', 5T/FRONT ELEVATION - r-o' 'RTH ELEVATION - 0TH AVENUE NORTH - i-o EXPOSED AOORE&ATE PRECAST CONCRETE PANEI_. COLOR 'A' PREFINISHED METAL COPINO, TYPICAL 11, 1v /_ N01/AI RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000tel 612-492-3000fax W W W.RYANCOMPANIES.COM 5LOGK PROJECT NAME HOLIDAY PANTRY FACILITY TO SHINGLE CREEK PKWY. AT 69TH AVE. N. LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE TNT EXTERIOR VISION ELEVATIONS RAME REVISIONS City Submittal July 3, 2003 TOP OF PRECAST ne TOP - r-o* 1UTH ELEVATION - - I'-0` u =o mu�_uon AAPTAI rtlPIKIr, TYPI('.AL I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Minnesota. REGISTRATION NO. DATE ACE BLOCK ©2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 900-038 O N S' 16' SHEET`NNUMBER SCALE: 1/5" = 1'-0' A O RECEIVED DRAWN BY CHECKED BY SMJ BJ JUL 2 i 2003 JOB NUMBER CITY OF BROOKLYN CENTER 1340-000 l ROOF 100'-0" 19, _ 516HT LINE AT, H16HER PARAPET ROOF TOP EQUIPMENT \516HT LINE "E' FLOOR 250'-0' 41' 516HT UNE AT HIGHER PARAPET ___---- ROOFTOP EQUIPMENT 1516HT LINE V FLOOR 85'-0" 14'-6' ' 'ROOF 516HT LINE AT NIGHER PARAPET ROOF TOP EQUIPMENT FLOOR �616HT UNE -G 175'-0* 16, — - - 516HT UNE AT _ — — 35' LOWER PARAPET 516HT UNE AT HIGHER PARAPET Dll/1F T/lD 260'-0' 26' 60' A I L ROOF TOP EQUIPMENT LOCATION PLAN 516HT UNE AT LOWER PARAPET 616HT LINE AT HIGHER PARAPET 'ROOF TOP EQUIPMENT FLOOR RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000fax W W W.RYANCOMPANIES.COM PROJECT NAME HOLIDAY PANTRY FACUTY SHINGLE CREEK PKWY. AT 69TH AVE. N. LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE SITE LINE STUDIES REVISIONS CitySubmittal July 3, 2003 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of A innesota. REGISTRATION NO. DATE ©2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 900-038 SHEET NUMBER RECEIVED A 4 10 1 J 1J L 21 2003 DRAWN BY CHECKED BY BJ JC QTY OF BROOKLYN CENTER JOB NUMBER 1340-000 ROOF 100'-0" 19, _ 516HT LINE AT, H16HER PARAPET ROOF TOP EQUIPMENT \516HT LINE "E' FLOOR 250'-0' 41' 516HT UNE AT HIGHER PARAPET ___---- ROOFTOP EQUIPMENT 1516HT LINE V FLOOR 85'-0" 14'-6' ' 'ROOF 516HT LINE AT NIGHER PARAPET ROOF TOP EQUIPMENT FLOOR �616HT UNE -G 175'-0* 16, — - - 516HT UNE AT _ — — 35' LOWER PARAPET 516HT UNE AT HIGHER PARAPET Dll/1F T/lD 260'-0' 26' 60' A I L ROOF TOP EQUIPMENT LOCATION PLAN 516HT UNE AT LOWER PARAPET 616HT LINE AT HIGHER PARAPET 'ROOF TOP EQUIPMENT FLOOR RYAN COMPANIES US, INC. 50 South Tenth Street, Suite 300 Minneapolis, MN 55403-2012 612-492-4000 tel 612-492-3000fax W W W.RYANCOMPANIES.COM PROJECT NAME HOLIDAY PANTRY FACUTY SHINGLE CREEK PKWY. AT 69TH AVE. N. LOCATION BROOKLYN CENTER, MINNESOTA SHEET TITLE SITE LINE STUDIES REVISIONS CitySubmittal July 3, 2003 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of A innesota. REGISTRATION NO. DATE ©2003 RYAN COMPANIES US, INC. JOB NUMBER HISTORY 900-038 SHEET NUMBER RECEIVED A 4 10 1 J 1J L 21 2003 DRAWN BY CHECKED BY BJ JC QTY OF BROOKLYN CENTER JOB NUMBER 1340-000