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Home My WebLink AboutPC SITE & BLDG 5710 XERXES AVEI I e 0 IL_LANDSCAPE SHEET INDEX SURVEY 5PI SITE PLAN (LAYOUT) 5PI.1 SITE PLAN (KEYNOTE) 5P2 GRADE PLAN 5P5 STORM SEWER PLAN 5P4 UTILITY PLAN SP5 FRO51ON CONTROL PLAN SP& F-RO51ON CONTROL PLAN DETAILS 5P7 SITE PLAN DETAILS LI LANDSCAPE PLAN ARCHITECTURAL SHEET INDEX TI TITLE SHEET Al FLOOR PLAN A2 EXTERIOR ELEVATIONS A5 BUILDING SECTION AND DETAILS MECHANICAL 4 ELECTRICAL SHEET INDEX 5EI SITE ELECTRICAL PLAN n A55REV I A71 ON5 ABV ABOVE AFF ABOVE FINISHED FLOOR ANOD ANODIZED BCS BABY CHANGING STATION BTWN BETWEEN BIT BITUMINOUS BLKG BLOCKING BD BOARD BOT BOTTOM BLDG BUILDING CJ CONTROL JOINT CMU CONCRETE MASONRY UNIT CO CLEANOUT GONG CONCRETE CONTR CONTRACTOR DIA DIAMETER DWG DRAWING EA EACH ELEC ELECTRICAL EL ELEVATION Ea EQUAL EXIST EXISTING EXP EXPANSION EXT EXTERIOR FD FLOOR DRAIN FE FIRE EXTINGUISHER FLSHG FLA5HIN6 FLR FLOOR FTG FOOTING FDN FOUNDATION FRMG FRAMING FRP FIBERGLASS REINFORCED PANEL HDOP HANDICAP IBC INSTALLED BY CONTRACTOR ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANIES PROJECT MANAGER JOEL OE I L 4567 AMERICAN BOULEVARD WEST MINNEAPOLIS MN 55437 PHONE: (152� 550-8584 FAX: (a52) 830-1678 4567 AMERICAN BLVD WEST MINNEAPOLIS, MINNESOTA 55437-1123 INSUL INSULATION JT JOINT LLV LONG LEG VERTICAL MFR MANUFACTURER MO MASONRY OPENING MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MET METAL MIN MINIMUM NT5 NOT TO SCALE OC ON CENTER OH OVERHEAD PT PAINT PTD PAPER TOWEL DISPENSER PVMNT PAVEMENT REINF REINFORCED REQ'D REQUIRED IRS ROUGH SAWN SCHED SCHEDULE 5HTHG SHEATHING SIM SIMILAR 5ND SANITARY NAPKIN DISPOSAL SPECS SPECIFICATIONS SST STAINLESS STEEL 5TL STEEL STRUC STRUCTURAL TPH TOILET PAPER HOLDER TRTD TREATED TYP TYPICAL VFY VERIFY VB VAPOR BARRIER & WITH WWF WELDED WIRE FABRIC R ALL OUESTION5 RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANIES PROJECT MANAGER 4567 AMERICAN BOULEVARD WE5T MINNEAPOLIS MN 55437 PHONE: (q52} 550-85XX FAX: (952) 550-1615 W 1.4 W z 0 z w a L) U) NO. DATE REVISION DESCRIPTION + e DATE 01JUNE011 DRAWN BY CB STORE #XXXX V// T� �l A3 1W a G'ACAO\STATION\NONUMBER\Agbrooklyn center exes aye &CRID\City Submittal\BlooklyaCenter TlAwgrase, LEGEND Q r Dili C 013 1 nct,if, ^S ,XC Ks,,; i E f�ItFi�I°k� ?t sf ( ( I`2 __ '�ii✓-,6 `I ItBf iitI j4�l , UN if llfln ! mix 2 1, P j4 t 1E5P-_ tt� � �Yf ` E nt�i E h y° tt MRKMLI �)tI e'�<SI;g� T�cQ J ff e tv 'rs tr. ': 0 4ti) 1 )r .._. ... ... .... .... 'Ei .l cwls j1,1:" (f , .. '11 t� t J! V it t 1 a ES :D1,F ! SSy 1 L J 5 L,I `)L / 1 fr __ ._.,. , - ------- r ONo f if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lly 1131 5710 XERXES AVENUE, CITY OF BROOKLYN CENTER, HENNEPIN COUNTY, MINNESOTA, SITE NO. XXX es >t \ \ l S ?. I \\♦-ter/ 1 I ! j IEI�(EI=ktllk g� � *� t t t � �>3� EF (" `t' I°!' � � ° �'� �; fir, ♦` I z f E.y 1 E.. E{ if i t t = k 9! 16 EEEk.(tr a. Ts � ii t6lEx(Itl�.iE(� k s4 a a x II y(,l y :i ......�4 si`/ yhy fr ✓ �gs15Z, Ilrgy:: ff,:E r `�'u .f, 4 . ...... U N f Y ' < ,.., ay -� "^� .'":�-.. O /� "� �99 y 'may ...-- -_...� �s /- N .-i, 0 Ky ++:,..... � -x �4 �°y � u 1742 -t: 20i rt r- t f X y � '^.'2 20 y0 /._._.... p 4 O.Q� qP `1 ' : .€�L II {I� Ett€Eit�L�t .4. fay4r..,.,�y*x ,�ay,rs > r "` ♦4 / �......`-=�,� ;:. ry 4rss �� f k ,. �t .t av66 tktl �`( Et I �jJ, i`k°,t Itl t k'i'lII: IEw�E Ott ✓y y$$gg�,T. d.�'l� tf ..� »e"' g`4'I''�irss ,y.-�{ ``"rtr?t:):J: .I' ay ... „_��`�._.'........'. x �� EEI E tr } kC�iIE �I ytr (`fin { . ey J v II Ilst it tt tEIiE RIM! ,tt 1 at1ti �11�ECEE��i ill i1t E t I'' i / vim\ a ayy `r;ayt i =- _.., ♦v....,.ayµ n... .ts ,ttnT :. !I t t >J t x.°?' �I � ..,::' %, ,. ry / a Ci„ ya� q"�-_ �-...._... � :._; ,'9e`•' � C;E� �1r ( O ,r., �' Y... r'' y 4a i ,:! .d t v / :,v f:. gx *.,,'o C0 a tE t EE �tE! ii Yt tj t 4 "; � a i EEfII t1i E €IE jEtIk II � t'T 1 N i9 f c ! / ♦ ey 4 ! h k I1{" +? ., v h0 °ss �� sss�e •' i i !? i i*n�,{"i" tEt ' i'�t ! .'�,�.�. a/lay YS' 0 Y 'J ' t tt t t! tit ti t` i i { i" B a i �7: / `S. ay vit;� C CiIE;EE �riI It€ '.tlli III I {I �tE''EI . � 4a in. ss SI a t 't it to II . Jti t III It t ttI t F" e ^ry ^,. �\ W REM {�€ Iiity err, 1 ss iIf El�i`IE� ya 4 \ rl ro461 a� i� fiery \\\\\4 # 41 ry ry fr � ss yaN QY � 44 ry ,fr O ea ay / / / aye\ F �:-,. / / �y' / ff e .� ey" d y E, / !`r 445 ay;6 /f/f r �� A\ e° v i • Op e4 r eyt. e, aye^ / // ,`r SZI RFZ.MRS NO, Y'S. 1. SUBJECT TO: EASEMENT FOR POWER LINE PURPOSES IN FAVOR OF NORTHERN STATES POWER COMPANY AS SET FORTH IN INSTRUMENT FILED IN BOOK 2466 OF DEEDS, PAGE 263 AS DOCUMENT NO. 3509551, MAPPED 2. SUBJECT TO BUILDING AND USE RESTRICTIONS AS SHOWN IN DEED DOCUMENT NO. 876139. 3. SUBJECT TO: LIMITATION OF RIGHT OF ACCESS TO COUNTY STATE AID HIGHWAY NO. 10 AS CONTAINED IN QUIT CLAIM DEED DATED APRIL 21, 1967, RECORDED JUNE 6, 1967, AS DOCUMENT NO. 876138. MAPPED 4. SUBJECT TO: TANK AFFIDAVIT FILED JUNE 11, 1997 AS DOCUMENT NO. 2817434. es ss �l \J � 444ry 444ry _ fiery 4y t qv it ppa Muum a.+.Dili{fill it !t!u n lli'.l t Na SCALE N E J:7Uht[Y ila( ' W Flit : rvh't ', i(. SITE s 7h r Jr f t � 4C / VICINITY fl?,4P LEGAL DESCRIPTION: TRACT A, REGISTERED LAND SURVEY NO. 1151 ACCORDING TO THE PLAT ON FILE AND OF RECORD IN THE OFFICE OF THE COUNTY REGISTER OF TITLES, HENNEPIN rya COUNTY, MINNESOTA. TORRENS CERTIFICATE NO. 862806 AREA: THE GROSS PROPERTY CONTAINS 46407 SQUARE FEET OR 1.06 ACRES THE NET PROPERTY CONTAINS 37474 SQUARE FEET OR 0.86 ACRES Pi'%�/ RD&M,2 NYAM By graphic interpretation only, this property lies in Zone X ( area of 500 year flood; areas of 100 year flood with average depths of less than 1 foot and areas protected by levees from 100 year flood per National Flood Insurance Rate Map, Community Panel No. 27053C 0212 E. Said Rate Map has an effective date of September 2, 2004. No field surveying was performed to determine this zone. CERTIFICATION: THE UNDERSIGNED HEREBY CERTIFIES TO HOLIDAY STATIONSTORES THAT THIS IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY OF THE ABOVE REAL PROPERTY SHOWING: (A) THE LOCATION OF ALL BUILDINGS OR STRUCTURES THEREON; (8) THE LOCATION OF ALL EASEMENTS AND ENCROACHMENTS ONTO OR FROM SUCH REAL PROPERTY THAT ARE VISIBLE ON THE REAL PROPERTY, KNOWN TO THE UNDERSIGNED OR OF RECORD; (C) THE DIMENSION OF ALL SET —BACK LINES AFFECTING THE PROJECT; (D) THE VISIBLE LOCATION OF ALL UTILITIES SERVING SUCH REAL PROPERTY; (E) AND FLOOD HAZARD AREAS; AND (F) ALL SERVICE ROADS, HIGHWAYS, BICYCLE PATHS, WALKWAYS, AND PARKING AREAS ON OR SERVING THE PROJECT. THE UNDERSIGNED HEREBY FURTHER CERTIFIES TO THE LENDER, THE BORROWER AND THE TITLE COMPANY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE (1) IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 2005, AND INCLUDES ITEMS 1; 2, 3, 4, 6, 7, 8, 9, 10 AND 11 OF TABLE A THEREOF, AND (II) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALTA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION) OF AN URBAN SURVEY. SIGNED THE 30TH DAY OF APRIL, 2009. DENNIS M. HONSA MINNESOTA LICENSE NO. 22440 FOR BDM CONSULTING ENGINEERS & SURVEYORS, PLC a�a a4� i My, .llr.BENCHMARKt. "I�f� � g1k.1E ! TOP NUT HYDRANT NORTHWAY DRIVE AND XERXES AVENUE Lv �S) ��' ELEVATION = 855.65 FEET r 1 t t i rr it i \\ i i!ns 9 a" ZONING: ZONED COMMERCIAL DISTRICT ( C2 ) 5. SUBJECT TO: MORTGAGE EXECUTED BY UNO—VEN COMAPNY, AN ILLINOIS GENERAL PARTNERSHIP, DATED DECEMBER 1, 1989, RECORDED DECEMBER 12, 1989, AS DOCUMENT NO. 209912, IN THE ORIGINAL PRINCIPAL AMOUNT OF $275,000,000.00, IN FAVOR OF THE CONNECTICUT BANK AND SETBACKS: TRUST COMPANY, NATIONAL ASSOCIATION, AND LESE AMATO, AS TRUSTEES. 6. SUBJECT TO: XERXES AVENUE NORTH: 50.0 AAFFDDAVIT PERTAINING TO UNDERGROUND STORAGE TANKS RECORDED JUNE 11, 1997, AS COUNTY ROAD 10: 50.0 DOCUMENT NO. 2817434, SIDE: 10.0 7. RAODWAY EASEMENT AS SHOWN IN DOCUMENT NOS. 720390, 720391, AND 720373, AS SHOWN ON REGISTERED LAND SURVEY NO, 1151. 8. CHICAGO TITLE INSURNCE COMMITMENT LIST TWO DIFFERENT TORRENS CERTIFICATE NUMBER IN THE TITLE WORKS. THE TORRENS CERTIFICATE NUMBERS ARE LISTED AS 862806 AND 740974. JOB NO: 127 054 S Al1_.VLI V 1— JUNI 02 901101 P1^v n[ nrInrW1 VNI nCAITC❑ G \CADISTATION\NONUMBERUClb=klyn centehXerxes ave 8 CR10Wta Survey✓12]0545.dw ,Casey SITE DATA: \ ZONING DISTRICT; C 2\ TOTAL SITE AREA: 37,474 SF \ EX. HARDCOVER: 30,527 SF 81% \ PROPOSED GREEN AREA: 8282 SF 7 78 PROPOSED HARD COVER: 29,192 SF 78% PAVED AREA: 24,842 SF 66% BUILDING AREA: 4350 SF 12% C-STORE = 4350 SF / CAR WASH NA BUILDING SETBACKS FRONT YARD CORNER =25' / REAR YARD 40' SIDE YARD 10' (3' EXCEPTION) PARKING REQUIREMENTS PARKING REQUIRED 11/2000+5,5/+1000 =19 STALLS PARKING PROVIDED 16 +5 S RV.PNTS (ALLOWED) / Jw N� �� r 2� NQ N Q / Z to � N Op ®rp BLDG YOUT ORIGIN L� 1*1 F� SrEll FHI ST ST ISLAND COMPLEX �sr LAYOUT ORIGIN _sr 2S1-pn a\ VISION ANGLE G,y BCf/ 2¢Q� sr Coos 08 o s EX.C8 INV=842 ' � a@p_ COUNTY .82 ROAD APT Tfs 36' 011 ApPRpgCH N0.1 0 R32 4,11.4220ry R10' s-" -- R w SET@AC R15' � K 281,0n `5, CORN _ E 2 ? ,/ 281 O � L�T =G SET R 5 BACK N 1 1s11611 i U Cl) ' I— h = Vw 241'07 p \0 11 TYP _ �� 0) a �i o P77 o R31-611 1361^Go CgNw (0 00� ^`b 91.pq O PY � � � � 6` 1 (0) �� . � vl J CIA' lN rYp 91 `prr I ` J I o °° o ,O / 0 9,pn _RS_ - I R10' Q R100' 20'� Know what's below. Call before you dig. N O R T H SCALE: 111 = 20' 20 15 10 5 0 20 40 SITE PLAN LAYOUT NOTES SITE PLAN PREPARED FROM ALTA/ACSM LAND TITLE SURVEY BY BDM CONSULTING ENGINEERS AND SURVEYORS 612-548-3140 REFER TO SURVEY FOR ADDITIONAL SITE INFORMATION CURBS ARE DIMENSIONED TO FACE OF CURB PUMP ISLAND COMPLEX AND CANOPY ARE LOCATED FROM THE NORTHWESTERN MOST PROPERTY CORNER. AND ALIGNED PARALLEL AND PERPENDICULAR TO THE CHORD OF THE LOT LINE BORDERING COUNTY RD 10 (BASS LAKE ROAD) AS SHOWN ON THIS PLAN. THE BUILDING IS LOCATED FROM THE SOUTHWEST MOST PROPERTY CORNER. AND ALIGNED PARALLELL AND PERPENDICULAR TO THE WEST LOT LINE (BORDERING XERXES AVE,) UNLESS SHOWN OTHERWISE ON THIS DRAWING, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS, AND DRIVES CONTROL JOINT MAXIMUM DISTANCE: WALKS- 5' O.C., ALL OTHERS- 101 O.C. SAW CUT CONTROL JOINTS MIN. ONE -QUARTER CONCRETE THICKNESS, EXPANSION JOINT MAXIMUM DISTANCE: WALKS- 20' O,C., ALL OTHER- 40' O,C, DOWEL ALL EXPANSION JOINTS MAXIMUM 2411 O.C. CONCRETE IN ALL DRIVE AREAS SHALL BE A MINIMUM OF 611 DEPTH WITH COMPACTED CRUSHED ROCK BASE BELOW, REINFORCE AS NEEDED WITH 611x61' WELDED WIRE MESH AND/ OR #3 REINFORCING BARS A MINIMUM OF 1811 O.C. IVERIFY W/ SOILS REPORT) CAULK ALL CONTROL, CONSTRUCTION AND EXPANSION JOINTS IN CONCRETE AT DRIVE AREAS, TANK AREA, DISPENSER ISLAND COMPLEX AND CAR WASH SLAB, CAULK AROUND ISLAND FORMS AND CANOPY COLUMNS, ALL APPROACHES AND REPLACEMENT CONCRETE CURB AND GUTTER IN CITY R,O.W. TO BE INSTALLED PER CITY STANDARD DETAILS AND SPECIFICATIONS, CONTACT THE CITY PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL UTILITY WORK RECEIVED JUNI 02 G0€i" CITY OF BROOKLYN CENTER T � T V C o =. v� o a O a o0 0 0 0_6 00 SITE PLANNING LANDSCAPE ARCHITECTURE 8 3025 Harbor Lane North , Suite 318 Plymouth, Minnesota 55447 763.383. 8400 fax 763. 383,8440 lm� nnA01 Av%k tuvi Lj w v ® LU M C) U LU coo cc ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD. MINNEAPOLIS, MN 55437 PHONE: )952) 830----- ` FAX: (952) 830-1678 V V V V Co 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, Date 04/27/09 Reg, No. 19306 Signed Robert J. Mueller NO. DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROD. NO. 2009 11 SITE DATA: \ ZONING DISTRICT: C-2 \ TOTAL SITE AREA; 37,474 SF \ EX. HARDCOVER; 30,527 SF 81% \ PROPOSED GREEN AREA; 8282 SF % 78 PROPOSED HARD COVER; 291192 SF 78% PAVED AREA: 24,842 SF 66% BUILDING AREA: 4350 SF 12% C-STORE = 4350 SF / CAR WASH = NA BUILDING SETBACKS FRONT YARD CORNER =25' REAR YARD 40, / SIDE YARD 10' IV EXCEPTION) PARKING REQUIREMENTS PARKING REQUIRED 11/2000+5.5/+1000 =19 STALLS PARKING PROVIDED 16 +5 SE/W(/ PNTS (ALLOWED) I / 4 00 / 4 l . 3SOF / F / ®rp ST- 0 CONCRETE CURB REPAIR _sr AT EX. APPROACH TO BE REMOVED Cy, 2 Cy �¢? �� a Os3819ry 4 R 9jB 963'9l1/ �ry0 6 f,2¢508 ti EX. CB �73 COUNTY _84 27 i 10 12 Be cH ITS 14 D 19 A 20 14 i 4�11• it / 5 . 2 2 /lb / w SETBgC E6 m h 14 K �J� / 5 1 =5 CORNS t / 14 5 C)7 SOT 14 Ck 195 1 A 19 1 d J 14/ I 0 5 7 10 Q 7 0 �� 5 10 16 TYP h ® O TRANSI 2 TYP FROM BG-12 T 3 CURB AND w cp o/ 5 GUTTER C, O � 0 4 3 4 Know what's below. Call before you dig. N O R T H SCALE: 1" = 20' 20 15 10 s 0 20 40 SITE PLAN KEYNOTES 1, LANDSCAPE / GREEN AREA. REFER TO SHEET L1 FOR MORE INFORMATION. 2. PARKING SPACES. PAINT STALL LINES- 411 WIDE, HIGH VISIBILITY, WHITE SPACES PROVIDED: 110) SERVICE POINTS (15) 91-011X 181-011 GENERAL SPACES (1) 9'-01'x 181-011 ADA ACCESSIBLE SPACE (1) 9'-011x 181-011 LOADING SPACE 3. ADA ACCESSIBLE SPACE WITH LOADING ZONE. PROVIDE APPROPRIATE SIGNAGE AND PAVEMENT MARKINGS. 4. PAVEMENT MARKINGS, STRIPING AND/ OR TEXT. PAINT WITH 411 WIDE, HIGH VISIBILITY, WHITE, PAINT, 5, BITUMINOUS PAVING. SEE DETAIL 9/SP7. STANDARD PAVEMENT SECTION (VERIFY W/ GEO TECH RECOMMENDATIONS.) 211 WEAR COURSE 2" BASE COURSE (MIN.) 8" CLASS 5 AGGREGATE BASE 6. 10' WIDE, 611 DEPTH COLORED CONCRETE APRON WITH 611x61', 10 GAUGE WELDED WIRE MESH. PIGMENT TO BE INTEGRATED INTO CONCRETE MIX PRIOR TO BEING PLACED. COLOR: BLACK TO MATCH ASPHALT 7. 6" DEPTH CONCRETE SLAB ON GRADE WITH 611x611, 10 GAUGE WELDED WIRE MESH 8, 6" INTEGRAL CONCRETE CURB/ WALK, SEE DETAIL 10/SP7, PROVIDE HANDICAP ACCESS RAMP. 9. EXTERNAL TRASH ENCLOSURE PER ARCHITECTURAL PLANS. 10. (6) 16' HT. SITE AREA LIGHT PROVIDED BY CONTRACTOR (TYP). CONCRETE FOOTING PER DETAIL 8/SP7. SEE SITE ELECTRICAL PLANS FOR LOCATIONS AND FIXTURE SPECIFICATIONS. 11. CONCRETE FILLED PIPE BOLLARD. PER ARCHITECTURAL DETAILS. A. POST/ BOLLARD MOUNTED ADA 'DISABILITY PARKING ONLY' SIGN B. POST/ BOLLARD MOUNTED 'NO PARKING' SIGN C. 'THANK YOU' SIGN 12. HOLIDAY TRADEMARK SIGN PER SIGN PACKAGE. SIGN BY HOLIDAY COMPANIES. FOUNDATION AND BASE BY G.C. SEE ARCH DETAILS. 13. FLAG POLE W/ 4" THICK CONC. SLAB. CONC. FTG. PER DTL 12/SP7. PROVIDE SPOT LIGHT FROM TRADEMARK SIGN. 14. B6-12 CONCRETE CURB AND GUTTER SEE DETAIL 11/SPT 15, 301-01'x 136'-011 ISLAND COMPLEX CANOPY (4080 SQ. FT,) VERIFY COLUMN AND FOOTING SIZE WITH CANOPY PLANS, CANOPY GRAPHICS PER OWNER. 16. A. (5) 41-011x 10'-011 SS ISLAND FORMS (PROVIDED BY PETROLEUM CONTRACTOR). CONCRETE FILL BY G.C. B. E85 FUEL DISPENSER PER OWNER C. FUEL DISPENSER PER OWNER D. DIESEL DISPENSER PER OWNER E. SERVICE CENTER PER OWNER, INSTALLED BY G.C. 17. 'FREE AIR' HOSE BIB WITH SIGNAGE PER OWNER 18. (3) UNDERGROUND FUEL STORAGE TANKS PER OWNER, PROVIDE VENT STAND WITH CONCRETE SLAB, INSTALL 611 CONCRETE FILLED PIPE BOLLARDS, IPAINT P#9 - DARK BRONZE) 19, STORM SEWER STRUCTURE A. CURB INLET CATCH BASIN, FRAME AND GRATE PER DETAIL 4/SP7. B. OIL SKIMMER CB SEE DETAIL SHEET SP3 20. BIKE RACK 21. 4"-6" PVC SLEEVE UNDER PAVEMENT AREAS FOR IRRIGATION LINES. VERIFY SIZE AND LOCATIONS WITH IRRIGATION CONTRACTOR PRIOR TO INSTALLATION, 22.U-PIPE BOLLARD PER DETAIL 6/SP7. 23, 4" DEPTH CONCRETE STOOP/ WALK 24. EXISTING CITY WALK 25. EXISTING CONCRETE APPROACH. REPAIR/ REPLACE CURB, GUTTER AND CONCRETE SURFACE AS NEEDED. 26. NEW 10' WIDE CITY PATH 27. COLORED CONCRETE PER CITY SPECIFICATIONS. 28, D4-12 MOUNTABLE CONCRETE CURB AND GUTTER PER DETAIL 11/SP7 29. 811 DEPTH CONCRETE CURB AND GUTTER SIMILAR TO DETAIL 7/SP7. VERIFY CONSTRUCTION WITH HENNEPIN COUNTY SPECIFICATIONS. - --- --- - -- ._._..----won r--_ __.__-- - _ — _. __..� 1 �� i i -I T� REMEWED JUN 02 2(109 CITY OF BRONLYN CENTER INT�_�� _ �__ o ❑ Q.p ❑o o ❑ D o O❑ a 0 0 a D_d O SITE PLANNING LANDSCAPE ARCHITECTURE~; 3025 Harbor Lane North , Suite 318 Plymouth, Minnesota 55447 763.383.8400 fax 763. 383.844 ■ n ncc u L w ® uI co 0 AMMON L1.lSr ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD, MINNEAPOLIS, MN 55437 PHONE: (952) 830----- FAX: (952) 830-1678 ■ 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. Date 04/27/09 Req. No. 19306 Signed Robert J. Mueller NO. DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROJ. NO. 2009 11 I Grade Notes Refer to all other project plans and information related to this work GRADE PLAN PREPARED FROM ALTA/AGSM LAND TITLE SURVEY BY BDM CONSULTING ENGINEERS AND SURVEYORS 612-548-3140 Contractor shall verify all existing and proposed elevations prior to start of construction and notify owner of any conflicts. Contractor shall locate and verify all utilities which may affect this work and notify owner of changes. Contact local utility companies for exact locations prior to commencing work. Contractor shall take necessary precautions to prevent silt and debris run-off during grading operations. (i.e. silt fence, straw bales, etc J Refer to Holiday's specifications/ Geotech report for curb, approach, bituminous, and concrete profiles, as well as, additional site standards related to this project. Contractor shall verify critical elevations to ensure conformance with grading plan, particularly with walk and/ or pavements to remain. Meet existing grades at approach, along property lines and construction limit lines. Restore all pavements that are to remain to their original, if not better condition. Notify owner of any conflicts. If requested by owner, Contractor shall install PVC sleeves under drive areas. Coordinate size and location of sleeves with owner. Areas not to be paved and to be landscaped shall receive minimum of 411 depth of compacted topsoil, All elevations shown within the drive areas will be top of pavement. Top of curbs shall be 4" (D4-12 curb and gutter) or 611 (136-12 curb and gutter) above drive grades. Refer to plan for location. All street restoration shall be done in compliance with city street improvement policy Finished Station Store Floor Elevation = 856.90 feet FRFCFIVEn JUN 02 fljli:, CITY OF BROOKLYN CENTER 0 o a oo� vo SITE PLANNING LANDSCAPE ARCHITECTUREk 3025 Harbor Lane North , Suite 318 Plymouth, Minnesota 55447 763.383. 8400 fax 763. 3 8 3 . 8440 ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD. MINNEAPOLIS, MN 55437 PHONE: (952) 830----- FAX: (952) 830-1678 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. Date 04/27/09 Reg, No 19306 Signed Robert J. Mueller NO. DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROD. NO. 2009 11 L S T 0 R M D R Al N A G E: 1. Unless otherwise indicated, use reinforced, precast, concrete maintenance holes and catchbasins conforming to ASTM C478, furnished with water stop rubber gaskets and precast bases. Joints for all precast maintenance hole sections shall have confined, rubber "O"—ring gaskets in accordance with ASTM C923. The inside barrel diameter shall not be less than 48 inches. 2. All joints to catchbasins or MH's shall be watertight. Use resilient rubber seals, waterstop gaskets, or approved equal. Cement mortar joints are not allowed. 3. Install catchbosin castings TOP with specified top elevation at the front rim. 4. PVC Pipe: Use solid —core, SDR-35, ASTM D3034 Polyvinyl Chloride (PVC) Pipe for designated PVC storm sewer services 4 to 15—inches in diameter. Use solid —core, SDR-35, ASTM F679 Polyvinyl Chloride (PVC) pipe for designated PVC storm sewer services 18 to 27—inches in diameter. Joints for all storm sewer shall have push —on joints with elostomeric gaskets. Use of solvent cement joints is allowed for building services. Solvent cement joints in PVC pipe must include use of a primer which is of contrasting color to the pipe and cement in accordance with Minnesota Rules, part 4715.0810, subpart 2. Pipe with solvent cement joints shall be joined with PVC cement conforming to ASTM D2564. Lay all PVC pipe on a continuous granular bed. Installation must comply with ASTM D2321. 5. RCP: Reinforced concrete pipe (RCP) and fittings shall conform to ASTM C76, Design C, with circular reinforcing for the class of pipe specified. Use Class IV RCP for pipes 21" and larger. Use Class V RCP for pipes 18" and smaller. Joints shall be Bureau of Reclamation type R-4, with confined rubber "O"—ring gaskets in accordance with ASTM C361. 6. Testina: Test all portions of storm sewer that are within 10 feet of buildings, within 10 feet of buried water, lines, within 50 feet of water wells, or that pass through soil or water identified as being contaminated in accordance with the Minnesota Rules part 4715.2820. Test all flexible storm sewer lines for deflection after the sewer line has been installed and backfill has been in place for at least 30 days. No pipe shall exceed a deflection of 5%. If the test fails, make necessary repairs and retest. 7. Use Neenah R-3067—DR/DL casting with curb box, or approved equal, on CB #1, CB #2, CB #3, CB #4 and CB #5. 8. Install detectable underground marking tape directly above all pvc, polyethylene, and other nonconductive underground utilities at a depth of 457 mm (18 inches) below finished grade, unless otherwise indicated. Bring the tape to the surface at various locations in order to provide connection points for locating underground utilities. Install blue Rhino TriView Flex Test Stations, or approved equal, with black caps at each surface location. 9. The minimum depth of cover for roof drain leaders without insulation is 5 feet. Insulate roof drain leaders at locations where the depth of cover is less than 5 feet. Provide a minimum insulation thickness of 2 inches. The insulation must be at least 4 feet wide and centered on the pipe. Install the insulation boards 6 inches above the tops of the pipes on mechanically compacted and leveled pipe bedding material. Use high density, closed cell, rigid board material equivalent to DOW Styrofoam HI-40 Plastic foam insulation. H D P E R E Q U I R E M E N T S: 1. Install dual —wall, smooth interior, corrugated high —density polyethylene (HDPE) pipe at locations indicated on the plan. 2. Dual —wall, smooth interior, corrugated high —density polyethylene (HDPE) pipe shall conform to the requirements of AASHTO M294 or AASHTO MP7 with ASTM D3212 fittings. Watertight joints are required. 3. Lay all HDPE pipe on a continuous granular bed. Installation must comply with ASTM D2321. All sections of the corrugated HDPE pipe shall be coupled in order to provide water tight joints. 4. Perform deflection tests on all HDPE pipe after the sewer lines have been installed and backfill has been in place for at least 30 days. No pipe shall exceed a deflection of 5%. If the test fails, make necessary repairs and perform the test again until acceptable. Supply the mandrel for deflection testing. If the deflection test is to be run using a rigid ball or mandrel, it shall have a diameter equal to 95% of the inside diameter of the pipe. The ball or mandrel shall be clearly stamped with the diameter. Perform the tests without mechanical pulling devices. NEENAH R-3067—DR/DL CASTING MINIMUM OF 2- REINFORCED CONCRETE ADJUSTING RINGS PLACE FULL MORTAR BED BETWEEN RINGS, AND MORTAR INTERIOR AND EXTERIOR OF RINGS. MAXIMUM 12 INCHES OF \ RINGS INCLUDING MORTAR Ia F-- NEENAH R-1981 MANHOLE STEPS OR APPROVED EQUAL AS REQUIRED 0 12" HDPE INLET \ JINVERT = 849 INVERT = 846.54 REMOVABLE MAINTENANCE CAP 8" REINFORCED CONCRETE — BASE SLAB CONFORMING TO ASTM C478 AND MNDOT STD. PLATE 4011 24" x 36" TOP = 851.00 ;WPIPE REINFORCED CON- CRETE COVER CONFORMING TO ASTM C478 MORTAR JOINT OR USE PRE -FORMED JOINT FILLER 5" SUPPORT OIL SKIMMER CB #1 REINFORCED CON- CRETE SECTIONS CONFORMING TO ASTM C478 �15" RCP OUTLET —y 846.54 `BOTTOM OF PIPE = 844.54I INV = 842.54 RECEIVED CITY OF 8110OXIAN Ch..NTEI? SONDE ENGINEERING, PLLC. 10830NE56RTINNES SOUTH 9LWMINGTON. TEN EOTP11,111 IE (853D.)II8dd 13 FIVIONE (9�Wff 0BL1913 FP% CCNSIILVNG CIVIL ENGINEERS ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4667 WEST AMERICAN BLVD, MINNEAPOLIS, MN 55437 PHONE: 19521 830----- FAX: 1952I 830-1678 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 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Brian H. Mundstock DATE:6/1/09 REG. NO.: 23468 NO, DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING a DATE 04/27/09 PROD, NO. 2009 11 ' r _7� 3P3 _._ f- _.. I G E N E R A L: 1. Comply with the work safety practices specified by the Occupational Safety and Health Administration (OSHA). Comply with all applicable local, state, and federal safety regulations. OSHA prohibits entry into "confined spaces," such as manholes and inlets (see 29 CFR Section 1910.146), without undertaking certain specific practices and procedures. Construction safety is solely the responsibility of the Contractor, who is also solely responsible for the means, methods, and sequencing of the construction operations. 2. Existing boundary, location, topographic, and utility information shown on this plan is from a field survey by BDM. 3. Perform all utility work in accordance with State and City requirements. 4. Connect to existing sanitary sewer MH's by coredrilling. Connect to existing storm sewer MH's by either sawcutting or coredrilling. Use saws or drills that provide water to the blade. Meet all City standards and specifications for the the connection. Reconstruct inverts after installation. Use water stop gaskets in order to provide watertight seals when penetrating a structure wall with a pipe. Take measurements before beginning construction to ensure that service connections do not cut into maintenance access structure joints or pipe barrel joints. 5. Testing and Inspections: All plumbing installations, Including water and sewer services, must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code (Minnesota Rules Chapter 4715). Coordinate testing and inspection with the State Health Department and the City Public Works Department. No drainage or plumbing work may be covered prior to completing the required tests and inspections. 6. Perform trench excavations for all utilities in accordance with the requirements of O.S.H.A. 29 CFR, Part 1926, Subpart P, "Excavations and Trenches." (www.osha.gov) 7. Coordinate building utility connection locations at 5 ft. out from the proposed building with the with the interior plumbing contractor prior to construction. Verify water and sewer service locations and elevations with the Mechanical Engineer prior to construction. 8. The subsurface utility information shown on this plan is utility Quality Level D. This quality level was determined according to the guidelines of Cl/ASCE 38-02, entitled "Standard Guidelines for the Collection and Depiction of Existing Subsurface Utility Data." 9. The locations of existing utilities shown on this plan are from record information. The Engineer does not guarantee that all existing utilities are shown or, if shown, exist in the locations indicated on the plan. It is the Contractor's responsibility to ascertain the final vertical and horizontal location of all existing utilities (including water and sewer lines and appurtenances). Notify the Engineer of any discrepancies. 10. Contact utility companies for locations of all public and private utilities within the work area prior to beginning construction. Contact GOPHER STATE ONE CALL at (651) 454-0002 in the Minneapolis/St. Paul metro area, or 1-800-252-1166 elsewhere in Minnesota for exact locations of existing utilities at least 48 working hours (not including weekends and holidays) before beginning any construction in accordance with Minnesota Statute 216D. Obtain ticket number and meet with representatives of the various utilities at the site. Provide the Owner with the ticket number information. Gopher State One Call is a free service that locates municipal and utility company fines, but does not locate private utility lines. Use an independent locator service or other means in order to obtain locations of private utility lines including, but not limited to, underground electric cables, telephone, TV, and lawn sprinkler lines. 11. Pothole to verify the positions of existing underground facilities at a sufficient number of locations in order to assure that no conflict with the proposed work exists and that sufficient clearance is available. 12. Where existing gas, electric, cable, or telephone utilities conflict with the Work, coordinate the abandonment, relocation, offset, or support of the existing utilities with the appropriate local utility companies. Coordinate new gas meter and gas line installation, electric meter and electric service installation, cable service, and telephone service installation with the local utility companies. 13. Arrange for and secure suitable disposal areas off -site. Dispose of all excess soil, waste material, debris, and all materials not designated for salvage. Waste material and debris includes trees, stumps, pipe, concrete, asphaltic concrete, cans, or other waste material from the construction operations. Obtain the rights to any waste area for disposal of unsuitable or surplus material either shown or not shown on the plans. All work in disposing of such material shall be considered incidental to the work. All disposal must conform to applicable solid waste disposal permit regulations. Obtain all necessary permits at no cost to the OWNER. 14. Straight line saw -cut existing bituminous or concrete surfacing at the perimeter of pavement removal areas. Use saws that provide water to the blade. Tack, and match all connections to existing bituminous pavement. 15. Relocate overhead power, telephone, and cable lines as required. Abandon and report existing on -site wells and septic systems in accordance with Minnesota Department of Health (MDH) requirements. 16. All materials required for this work shall be new material conforming to the requirements for class, kind, grade, size, quality, and other details specified herein or as shown on the Plans. Do not use recycled or salvaged aggregate, asphaltic pavement, crushed concrete, or scrap shingles. Unless otherwise indicated, the Contractor shall furnish all required materials. 17. Restore the public right-of-way. Replace any concrete curb and gutter, bituminous pavement, sidewalk, or vegetative cover damaged by the construction activity. Restore damaged turf with sod within the public right-of-way. The work area shown is general. and may need to be adjusted in the field. 18. When sawing or drilling concrete or masonry, use saws that provide water to the blade. Do not allow the slurry produced by this process to be tracked outside of the immediate work area or discharged into the sewer system. 19. Adjust all curb stops, valve boxes, maintenance hole castings, catchbasin castings, cleanout covers, and similar items to finished grade. 20. Install all pipe with the ASTM identification numbers on the top for inspection. Commence pipe laying at the lowest point in the proposed sewer line. Lay the pipe with the bell end or receiving groove end of the pipe pointing upgrade. When connecting to an existing pipe, uncover the existing pipe in order to allow any adjustments in the proposed line and grade before laying any pipe. 21. Obtain and pay for all permits, tests, inspections, etc. required by agencies that have jurisdiction over the project. The Contractor is responsible for all bonds, letters of credit, or cash sureties related to the work. Execute and inspect work in accordance with all local and state codes, rules, ordinances, or regulations pertaining to the particular type of work involved. 22. Obtain permits from the City for work in the public right-of-way. 23. Construct sanitary sewer, watermain, and storm sewer utilities in accordance with the City Engineer's Association of Minnesota Standard Specifications sections 2600, 2611, and 2621 dated 1999, or the latest revised edition. 24. Install detectable underground marking tape directly above all pvc, polyethylene, and other nonconductive underground utilities at a depth of 457 ram (18 inches) below finished grade, unless otherwise indicated. Bring the tape to the surface at various locations in order to provide connection points for locating underground utilities. Install blue Rhino TriView Flex Test Stations, or approved equal, with black caps at each surface location. W A T E R D I S T R I B U T 1 0 N S Y S T E M :- 1. Separation of Water and Sewer Construct sewer and water services in accordance with Minnesota Rules, part 4715.1710, subpart 2. Provide a minimum horizontal separation of 10 feet between all water and sewer lines. At water and sewer crossings, the bottom of the water pipe located within ten feet of the point of crossing must be at least 12-inches above the top of the sewer. When this is not feasible, the sewer pipe material must conform to the requirements of Minnesota Rules, part 4715.170, subpart 2E. No joints or connections are allowed on the water line within 10-feet of the crossing. 2. Watermain Depth: Maintain 8-feet of cover over the top of the water lines to the finished grade. Verify elevation of proposed and existing water lines at all utility crossings. Install the water lines at greater depths in order to clear storm sewers, sanitary sewers, or other utilities as required. Include costs to lower water lines in the base bid. 3. Disinfection: Disinfect all completed watermains in accordance with AWWA Standard C651. If the tablet or continuous feed methods are used, disinfect using with water that contains at least 50 ppm of available chlorine in accordance with Minnesota Rules, part 4715.2250. Retain the treated water in the pipeline for at least 24 hours. Measure the chlorine residual at the end of the 24 hour period. The free chlorine residual smust be at least 10 mg/I measured at any point in the line. Measurement of the chlorine concentration at regular intervals shall be in accordance with Standard Methods, AWWA M-12, or using appropriate chlorine test kits. 4. Testina: Pressure test and perform bacteriological tests on all water lines under the supervision of the City Public Works Department. Notify the City at least 24 working hours prior to any testing. Pressurize the waterline to 1034-kPa (150-psi) gauge pressure (measured at the point of lowest elevation) by means of a pump connected to the pipe in a satisfactory manner. Maintain the test pressure for a minimum of 2 hours. Do not add water to the watermain in order to maintain the required pressure during the water main pressure testing. The test section of pipe is acceptable with a pressure drop of 14 kPa (2 psi) or less. 5. Use Mueller H 10300 or Ford EM 2 7057, or approved equal, at all curb stop locations. Stationary rod is required on all curb stops. 6. Install detectable underground marking tape directly above all pvc, polyethylene, and other nonconductive underground utilities at a depth of 457 man (18 inches) below finished grade, unless otherwise indicated. Bring the tape to the surface at various locations in order to provide connection points for locating underground utilities. Install blue Rhino TriView Flex Test Stations, or approved equal, with black caps at each surface location. RECEIVED JUN U 2Cli? CITY OF BRONLYN CENTER SUNDE ENGINEERING, PLLC. foea 1NEsertr INNE.TN IE BLOGUI881ON,MINELEPHO SSd]] (BSIf 8B1d]dd TELEPHONE e"nmm"m CONSULTING CIVIL ENGINEERS ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD. MINNEAPOLIS, MN 55437 PHONE: (952) 830----- FAX: (952) 830-1678 1L 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 ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Brian H. Mundstock DATE:6/1/09 REG. NO.: 23468 NO, DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING ' DATE 04/27/09 PROJ. NO, 2009 11 / /3 / 3 / / 3 / 3 / / 3 w 3 J / 3 �Av) / 3 / / 3 l ' S' 4s 00 66-3 OF / ROCK CONSTRUC ION / ENTRANCE TO B INSTALLED UPON REMOVAL, OF EXISTING PAVEMENTS IM UN -PAVED AREAS ONLY./ / 3 / / ! 3 ! 1 f / / 9 J<v Is 41102 3\ Ca4s 087g" w ROSION CONTR( T STORM INLET ROSi011- V ONTROL AT TORM J � � ®rp Sr< T I r ST ST� Cy SRO-* ¢ y)8 ¢NHS. , '7St2p396,3,gGY �,2�so8 LIMITED CONSTR aiUCTION r`=,.. Up C UNTY 5 ROq r ROSION 4--11.42 20. d 0NTROL AT TORM INLET OSION CONTROL AT %V. STORM INLET m — SQ 5 — —_ o 5 � (0) v O 0 (f 56 IA'l \ / NO. 1,�o OL AT INLET Sr EX.ca INV>842.82 ALL SILT FENCE MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE CITY PRIOR TO ANY SITE WORK. CONTACT PROJECT MANAGER HOLIDAY STATIONSTORES 4567 AMERICAN BLVD. BLOOMINGTON, MN 952-830-8886 Know what's below. Call before you dig. N O R T H SCALE: W' = 20' 20 15 10 6 O 20 40 S T O R M W A T E R P O L L U T I O N P R E V E N T I O N; _ Apply for and obtain the General Storm Water Permit for Construction Activity from governing State authority. og ovoo o =vo Stormwater Pollution Prevention Plan (SWPPP): The SWPPP includes this narrative the Grading,Utility,SITEPLANNINGLane NorthAPE , Suite i 3025 Harbor Lane North ,Suite 318 and Erosion Control Plans, and the Detail sheets. Keep a copy of the SWPPP, all changes to Plymouth, Minnesota 55447 it, and inspections and maintenance records at the site during the construction.. 763.383.8400 fax 763. 383,8440 Erosion Control Notes Contractor shall take necessary precautions to prevent silt and debris run-off during grading operations, (i.e. silt fence, rock dikes, etal, Contractor shall install all erosion control measures prior to commencement of any site grading. On a daily basis, Contractor shall inspect and maintain erosion control devices through out the entire construction period until all pavements have been installed and landscape areas have been sodded and stabilized. All contractors shall remove excess soil from tires on all construction vehicles prior to leaving the construction site, All sediment on streets must be removed by the responsible contractors each day, Site shall be re -vegetated within 48 hours of rough and final grading- see Landscape Plan, Sheet 1-1, when provided as part of construction document set. During extended grading operations exposed soils shall be mulched with clean straw mulch to prevent extensive soil loss and "rill" erosion. On site temporary soil stockpiling, if shown on this Plan Sheet, are suggested areas. Any excess soil shall be trucked off site as soon as construction allows. All soils removed from site shall be the responsibility of the contractor and are subject to erosion control standards and management practices. Stock piles shall be protected against erosion from wind and water. When at all possible, Contractor shall construct storm retention/ erosion control basin(s) prior to initiating site work. All site water flows shall be directed into temporary basins to eliminate suspended solids (silt, etc,1 from leaving the construction site. All lawn areas that are to be sodded shall be staked on slopes greater than 3:1, as well as in drainage swales. Areas to be seeded shall be mulched immediately upon seed application. Hydromulching with seed is acceptable provided the mulch and seed material is reapplied in P� disturbed areas in a timely manner. Should hydro mulching not retain soils in complex drainage �fJ areas and swales, contractor shall install fibrous mats or sod to ensure acceptable vegetative �' n covers are in place. Note that silt fences and rocked areas may remain in place in problematic areas. Contractor shall maintain seeded and sodded areas until lawn areas are fully established and monitor site for deficiencies after each storm event, Contractor is responsible for flushing and removing silt deposits from all site storm systems when LU e requested by owner or other municipalities and at time of project completion. Disturbed areas not being re -disturbed for 21 days must be stabilized with temporary measures For within 14 days. Proper disposal of construction site waste is required, w Dispose of all sanitary wastes in accordance with State and Local requirements, from If concrete washouts occur on the site, prevent concrete washout water entering storm drains and receiving waters. Dispose of concrete wash water in an approved manner. IIJJ On sites where Concrete Washout areas are not feasible as shown on the Detail Sheet, above ground methods and/or off -site methods can be utilized as approved by Owner. Concrete washout may be provided off -site by Concrete Contractor or Concrete Supplier, at an approved washout disposal area. Concrete Supplier may provide Concrete Washout Areas on -board their transports for disposal off -site, Concrete Contractor shall verify with Supplier in fl �j regards to provided Concrete Washout areas on and off -site, as necessary. LU Refer to all other project plans and information related to this work, 0 CONSTRUCTION SEQUENCE *INSTALL EROSION CONTROL MEASURES *INSTALL STORM SEWER *INSTALL STRUCTURES *INSTALL PAVEMENTS *INSTALL LAWN/ LANDSCAPE *FLUSH STORM SEWER *REMOVE EROSION CONTROL MEASURES ONLY AFTER ALL PAVEMENTS HAVE BEEN INSTALLED AND ALL SOILS HAVE BEEN STABILIZED PROJECT DATA PROJECT START DATE SUMMER 2009 PROJECT COMPLETION DATE FALL 2009 SITE AREA DATA AREA 37,474 SF PRE -CONSTRUCTION IMPERVIOUS AREA 301527 SF POST -CONSTRUCTION IMPERVIOUS AREA 29,192 SF APPROX. AREA OF LAND DISTURBANCE 100Y SITE RUNOFF COEFFICIENT PRE -CONSTRUCTION POST -CONSTRUCTION SOIL DATA SURFACE SOIL - SUB -SURFACE SOIL - DEPTH OF GROUND WATER -- DOWNSTREAM TRIBUTARY SHINGLE CREEK d v IVED juN 02,14;If pp OF QR001(LYN CENTER 'j Q co® rr ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD. MINNEAPOLIS, MN 55437 PHONE: (952) 830----- FAX: (952( 830-1678 r I hereby certify that this plan, Specification, or report was arepared by me or under my direct supervision, and that I am o duly licensed Landscape Architect under the laws of the State of Minnesota. Date 04/27/09 Reg. No. 19306 Signed Robert J. Mueller NO. DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROD. NO. 2009 11 6" MINIMUM DEP 3" — 6" WASHED ROC 18" MINIMUM CUT OFF BERM 20 TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. 1 ROCK CONSTRUCTION ENTRANCE SP6 2X2X30' WOOD STAKES 24' OC. — 12' BID BALES, BURY INTO GRADE role] SECTION MAXIMUM BALE SPACING— 20' UP TO 2% SLOPE, REDUCE SPACING BY 1' FOR EVERY 17 SWALE GRADE INCREASE UP TO 10% GRADIENT. (107. GRADE— BALE SPACING 10' O.C,) / , VARIES BURY BASE OF BALEr 2X2X30' WOOD STAKES DRIMEN AT ANGLES TO SECURE BALES TO SURFACE. 2 DITCH CHECKS FOR DRAINAGE SWALES SP6 3 SP6 WOODEN LATHE SHALL BE NAILED SECURELY 2" X 4" HORIZONTAL MEMBERS CONTINUOUS TO THE POST MEMBER TO SECURE FILTER FABRIC. AROUND TOP, FASTENED TO EACH POST USING 2-20D COMMON NAILS 2" X 4" X 5' LONG WO SILT (GEOTEXTILE) FENCE, POSTS, 8 REQ'D. AS SPECIFIED. BOTTOM 6" OF FABRIC TO BE BURIED TO PREVENT UNDERWASHING. 0 I cV 0 "OD J 6" MIN. BURY J FOR SILT FENCE o ` O 0 00 —)� (, 0 00 0000� r)0 O O 0 r' N NOTES 3/4" CLEAR ROCK CONTRACTOR TO SET POSTS AND FABRIC AROUND 1' DEEP X 1' WIDE THE BASIN DURING THE BACKFILLING OPERATION. SIZE AND SHAPE OF THE BARRIER SHALL BE MODIFIED TO FIT STRUCTURE. SILT FENCE TO BE PLACED AROUND ENTIRE PERIMETER. TOP OF SILT FENCE TO HAVE 12" MIN. CLEARENCE TO EXISTING GRADE. 4 EROSION CONTROL AROUND CATCH BASIN SP6 EXISTING CB AND GRATE FILTER ASSEMBLY PERFORATED 8" PVC WITH GEOTEXTILE SOCK EXISTING CURB METAL BASKET INSERT INLET PROTECTION, METAL BASKET TYPE 2 EACH DUMP STRAPS DUMP STRAP 1" (25 mm) RE FOR BAG REMO� FROM INLET SILT EXPANSION RESTRAINT [1/4" (6 mm) NYLON ROPE, 2" (51 mm) FLAT WASHERS] INLET PROTECTION, SEDIMENT FILTER SACK 5 INLET PROTECTION AT CATCH BASIN SP6 7 Overlap geotextile fabric 6" and fasten at 2' intervals L L E 0 r0 Direction off 2" x 2" wood or steel fence post, 8' max. spacing Wire mesh reinforcement, Std. field fence, min. 30" high, max. mesh spacing 6" and min. 14 1/2 gauge wire. Geotextile fabric — overlap fabric 6" and fasten at 2' intervals Lay fabric in the trench Fabric anchorage trench Backfill trench with tamped natural soil 1— z w �w N � DO .. z w � F to 0 Extend wire mesh into trench 6,. Note: Attach fabric to MIN. wire mesh and support posts Support post anchorage with rings or wire ties in —situ soil or cement mortar as specified 6 1 HEAVY DUTY SILT FENCE SP6 A. EROSION CONTROL AROUND BEEHIVE BASINS \�10' WIDE SEDIMENT TROUGH 3/4" CLEAR ROCK CHECK DIKE @iTSTORM SEWER CATCHBASIN MINIMUM SILT FENCE INSTALLED W/STEEL STAKES ADD WIRE FENCE BACKING OF 8 2" X 2" WOOD POSTS SEDIMENT POOL / OR STEEL POSTS ARE REQUIRED PLAN B. EROSION CONTROL AT FLARED END SECTION TOP OF SILT, FENCE TO BE LOWER THAN LOWEST ADJACENT OVERFLOW ROCK FILTRATION DIKE AT AREA OF CONCENTRATED FLOWS REINFORCED ER❑ 2 DO NOT PLACE FENCE ACROSS AREAS OF CONCENTRATED FLOW 1 O O O',f( —►FLOW FLARED END SECTION PROFILE 7 EROSION CONTROL FOR GREEN SPACE CATCH ISP61 BASINS AND FLARED —END SECTIONS FLOW l PLAN C CD w x z Direction off Support post anchorage in —situ soil 8 SILT FENCE SP6 ANCHOR TRENCH (SEE DETAIL AND NOTES BELOW) STAPLE DENSITY SHALL BE A MINIMUM OF 3 U—SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD (THIS MAY VARY AS DIRECTED BY THE CITY). ANCHOR TRENCH 1. DIG 6" X 6" TRENCH 2. LAY BLANKET IN TRENCH 3. STAPLE AT 1.5' INTERVALS 4. BACKFILL WITH NATURAL SOIL AND COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH 2" x 2" wood or steel fence post 5' minimum length at 4' maximum spacing Geotextile fabric — overlap fabric 6" and fasten at 2' intervals Lay fabric in the trench Fabric anchorage trench Backfill trench with tamped natural soil Note: Attach fabric to support posts with lath and staples OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. OVERLAP LONGITUDINAL JOINTS MINIMUM OF 6" 1' 6 UUM 012 %clap CITY OF 3R0(XYN CRhdTC[ 9 EROSION CONTROL BLANKET INSTALLATION SP6 MaLOU0C3 .a� Q v� 0 m � v0 SITE PLANNING LANDSCAPE ARCHITECTURE Y 3025 Harbor Lane North Suite 318 Plymouth, Minnesota 5 544 7 763.383.8400 fax 763. 383. 8440 i nCIO Iu � co IIw v W 0 Im ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD. MINNEAPOLIS, MN 55437 PHONE: 19521 830----- FAX: (952) 830-1678 NO, DATE REVISION DESCRIPTION 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROJ. NO. 2009 11 e J 1 9 1 SP7 2 SP7 3 SP7 NEENAH R-3067L (RIGHT OR LEFT) CURB INLET FRAME & GRATE TOP CASTING- SEE PLAN MIN. 2 CONC. ADJUSTING RINGS MANHOLE COVER TO BE 48" DIA. CRETEX TYPE 2 (Oft APPROVED EQUAL) W/ 2411 RECTANGULAR OPENING CONCRETE CATCH BASIN MANHOLE & BASE TO BE CRETEX TYPE 433-8 (OR APPROVED EQUAL) gyp, NOTE: PIPE CUT OUT LOCATION WHERE REQUIRED 3/4" MINUS CRUSHED ROCK BASE MATERIAL UNDISTURBED SUB-GRADE- 4 1 CATCH BASIN DETAIL SP71 NOT TO SCALE INV.- SEE PLAN.L — ROUT FLOW LINIEE 1.7 4 TRAFFIC SIGN VARIES SEE SITE PLAN FOR MESSAGE INSTALL CENTER OF SIGN 48" ABOVE SURFACE 2" SQUARE BREAKAWAY SIGNAGE STANDARD (1) BREAK -AWAY BOLT FINISHED GRADE BOTTOM OF 2" SIGN POST 2 1/2"x18" STIFFENER SLEEVE SET 2" ABOVE GRADE TO 16" BELOW GRADE BOLT STIFFENER SLEEVE TO 2 1/41IX24" ANCHOR EXTENSION 5 TRAFFIC SIGN AND SLEEVE DETAIL SP7 NOT TO SCALE PLAN KEYNOTES 4' O" 2 1 6" DIA. U-FLEX PIPE GUARD W/ \ 3 CONCRETE FOOTING e 2 CONCRETE ISLAND r----------------- 3 STEEL CURB FORM 4 EXPANSION JOINT N i i 6 5 CONCRETE DRIVE 0 6 CANOPY COLUMN W/ BRICK ENCLOSURE PER ARCH DTL 14/A13 A 7 CANOPY FOOTING NOTE: SEE STRUCTURAL DRWAWING FOR B 4 TYP FOOTING PLACEMENT IN POOR SUB SOILS a 3'-0" 21-011 T SECTION A -A SECTION B-B 6 PIPE GUARD AT ISLAND SP7 SCALE - 1/4"=1'-0° DEPRESS CURB FOR PEDESTRIAN ACCESS/W 6" DEPTH CONCRETE APPROACH WITH 61"X6" 10 GAUGE WIRE MESH SAW -CUT 1" MIN. DEPTH CONTROL JOINTS SEE PLAN FOR SPECIFIC RADIUS DIMENSION AND LAYOUT FORM FRONT EDGE OF CURB AND GUTTER/ VALLEY NOTE: CONSTRUCTION OF ACCESSES TO PUBLIC STREETS IS TO BE COORIDINATED WITH THE CITY/ COUNTY 7 CONCRETE APPROACH DETAIL SP7 NOT TO SCALE z_ 0 I 2'-0" SECTION 13'-0" LIGHT POLE CHAMFER EDGE (TYP) SONOTUBE FORM ABOVE GRADE (REMOVE AFTER CONCRETE HAS CURED) i//% 61 #5 R EBAR W/ #4 TIER GRADE LEVEL AT 12" C/C/C 0 0 0 DRILLED PIER FOUNDATION PLAN NOTES: BASE PLATE ILLUSTRATION MAY CHANGE WITHOUT NOTICE. DO NOT USE FOR SETTING ANCHOR BOLTS. CONSULT AREA LIGHT MANUFACTURER FOR BASE PLATE TEMPLATE, ANCHOR BOLT SIZE AND EMBEDMENT DEPTH 8 1 ROUND AREALIGHT FOUNDATION SP7 SCALE - 1/2"=1'-0" 4" MIN. CURB AND GUTTER (TYP.) TOPSOIL GEO TECH FABRIC 2" #2350/2360 MVWE#4 PG 64-22 WEARING COURSE #2357 TACK COAT ECT GRANULAR 2" #2350/2360 MVNW#2 PG 64-22 BITUMINOUS BASE 8" CLASS 5 AGGREGATE BASE MIN. 3" AGG. (100% CRUSHED LIMESTONE) BASE BELOW APPROVED SUBGRADE (INCLUDES TEST ROLLING CURB & GUTTER AND SUBGRADE PREPARATION) SECTION ABOVE IS THE MINIMUM THICKNESS REQUIRED FOR PAVING. ALL PAVING SHALL HAVE A MINIMUM 4" BITUMINOUS PAVEMENT SECTION AND 10" CLASS 5 AGGREGATE BASE, DESIGN SHALL BE BASED ON SOIL BORINGS R-VALUE DETERMINED BY AN INDEPENDENT TESTING COMPANY. TACK COAT SHALL BE PLACED BETWEEN BITUMINOUS LIFTS. THE FACE OF THE CONCRETE GUTTER SHALL BE TACKED PRIOR TO EACH BITUMINOUS LIFT. THE PAVING SHALL BE CLEANED PRIOR TO PLACING THE TACK COAT. 9 1 PAVING SECTION SP71 NOT TO SCALE LIGHT BROOM FIN FACE OF CURB CONTROL JOINTS SEE PLAN FOR LOCATIONS 4" PLAN VIEW pw 111 PAVING: (SEE KEYNOTES AND/OR SPECS FOR REQUIREMENTS) INTEGRAL CURB/WALK 46" 3/4" DEEP CONTROL JOINTS SEE PLAN FOR LOCATION l0 co r COMPACTED CRUSHED ROCK BASE COMPACTED SUB -GRADE 10 1 INTEGRAL CURB/WALK SP71 SCALE - 1/2"=1'-0" 1 /1" Anil INISH GRADE BACK OF CURB OMPACTED BASE ATERIAL OMPACTED UBGRADE IP GUTTER W/ PAVEMENT GRADE D4-12 CURB DETAIL --BITUMINOUS PAVING FINISH GRADE @ BACK OF CURB 111' I'ULTIP GUTTER W/ PAVEMENT GRADE 5-- COMPACTED BASE MATERIAL —COMPACTED SUBGRADE B6-12 CURB DETAIL 11 CONCRETE CURB DETAILS SP7 SCALE - 3/4" = 1'-0" FLAGPOLE ALUM. FLASH COLLAR — CONCRETE SLAB HARDWOOD WEDGES — FOUNDATION SLEEVE — DRY SAND'TIGHTLY — TAMPED AFTER ALIGNING POLE STEEL BASE PLATE — STEEL SUPPORT PLATE AND GROUND SPIKE 12 1 FLAGPOLE FOUNDATION SP71 SCALE - 1/2"=1'-0" MY OF BR0NKLYN CEi'fft-k �NICTQ 0i 0 0 0 0i a 0'id o SITE PLANNING LANDSCAPE ARCHITECTURES 3025 Harbor Lane North , Suite 3I8 Plymouth, Minnesota 55447 763.383. 8400 fax 763.383.8440 rim Hc�lia My � tn� u n� "A CC ®LU LAM >= M ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD, MINNEAPOLIS, MN 55437 PHONE: 19521 830----- 1� FAX: 19521 830-7678 W ® a o �0{ NO. DATE REVISION DESCRIPTION 11 - 06/01/09 FOR CITY SUBMITTAL COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROJ. NO, 2009 11 SP7 11 Cy B Cy 25r TS � � __4__1 �42 20. / O O A\ a4 ,238'19 l �� 3.08 ry0 MARIE BUGNET SHRUB ROSE ° 7 GREY OWL JUNIPER LITTLE BLUE STEM L� /41/ / ( NOTES; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SODDING ALL AREAS WHICH ARE DISTURBED BY CONSTRUCTION INCLUDING ALL R.O.W. AND ADJACENT PROPERTIES. -CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR PLANTING WORK - LANDSCAPE CONTRACTOR TO INSTALL 'VALLEY VIEW', "BLACK DIAMOND" EDGING - LANDSCAPE CONTRACTOR SHALL VERIFY ALL UTILITIES WHICH MAY EFFECT HIS WORK, AROUND ALL PLANTING BEDS AS NOTED ON THIS PLAN, CONTACT GOPHER STATE ONE CALL @ 454-0002 FOR EXACT LOCATIONS. - USE SHREDDED HARDWOOD BARK MULCH. INSTALL 4" DEPTH. NO FILTER FABRIC OR -LANDSCAPE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS AT SITE AND EDGING AROUND ALL TREES LOCATED OUTSIDE SHRUB BEDS. COMPLETE HIS WORK PER OWNERS CONSTRUCTION SCHEDULE. - GRAVEL MULCH SHALL BE 1-1/211+ DIA. "RYAN RED ROCK", INSTALL 4" DEPTH WITH -ALL PLANT MATERIALS SHALL BE GUARANTEED ONE (1) FULL YEAR UPON TOTAL APPROVED WEED FABRIC BARRIER AS INDICATED ON THIS PLAN. COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT AT - LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR IRRIGATION SYSTEM DESIGN AND APPROPRIATE TIME OR UPON REQUEST OF OWNER, INSTALLATION PER CITY LANDSCAPE SPECIFICATIONS. DESIGN SHALL BE APPROVED BY -REPLACEMENT TOPSOIL SHALL BE CLEAN, FREE OF STONES, WEEDS, AND OTHER OWNER PRIOR TO INSTALLATION. IRRIGATION DESIGN SHOULD ENCOMPASS ALL UNDESIRABLE DEBRIS. LANDSCAPE AREAS WITH SOD AND/ OR PLANTINGS, FROM CURB TO CURB. R.O.W, SHOULD -PLANTING SOIL MIX (INCIDENTAL COST ITEM) BE IRRIGATED FROM SPRINKLER HEADS LOCATED WITHIN PROPERTY BOUNDARY. CARE 1. MIX 1 LB. 5-20-20 COMMERCIAL FERTILIZER PER CU. YD. TOPSOIL SHOULD BE TAKEN IN VICINITY OF ALL WALKS AND DRIVES TO MINIMIZE OVER SPRAY. 2. THOROUGHLY MIX 1-PART SAND AND 1-PART PEAT MOSS WITH 5-PARTS FERTILIZER IRRIGATION INSTALLATION SHALL NOT INTERFERE WITH CITY WALKS AND TRAILS. AND TOPSOIL, COORDINATE INSTALLATION OF ALL PVC SLEEVE UNDER DRIVE AREAS WITH GENERAL -USE PLANTING SOIL AT ALL LOCATIONS PER DETAILS THIS SHEET. CONTRACTOR. IRRIGATION CONTRACTOR SHALL MEET WITH PUBLIC WORKS PRIOR TO -TOP SOIL SHALL BE A MINIMUM OF 4" DEPTH. LANDSCAPE CONTRACTOR SHALL VERIFY INSTALLATION, TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. - IRRIGATION SHALL BE INSTALLED PER CITY'S IRRIGATION POLICY. -SOD SHALL BE CULTURED WITH PREDOMINATELY KENTUCKY BLUEGRASS SEED OF - IRRIGATION SHALL BE REQUIRED TO HAVE RAIN SENSORS, RECENT DISEASE RESISTANT INTRODUCTIONS. NO GUARANTEE ON SOD EXCEPT ANY SOD - LANDSCAPE CONTRACTOR SHALL CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE NOT SATISFACTORY AT TIME OF COMPLETION INSPECTION SHALL BE PROMPTLY INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, GENERAL CONTRACTOR TO REPLACED PRIOR TO COMPLETION OF JOB, STAKE SOD ON SLOPES 3:1 AND GREATER, SWEEP PAVEMENT AREAS PRIOR TO TURN OVER TO OWNER, - WHERE EXISTING CONCRETE/ ASPHALT AREAS ARE TO BE REPLACED WITH - AREAS TO BE SEEDED SHALL BE PREPPED PER SUPPLIER AND MNDOT 3876 LANDSCAPING, PROVISIONS SHOULD BE TAKEN TO COORDINATE EXCAVATION OF SUBSOIL SPECIFICATIONS. TO A DEPTH OF 2' WITH GRADING CONTRACTOR, REPLACE WITH 4" COMPACTED - ALL SEED SHALL BE FROM PRAIRIE NURSERY'S OR APPROVED EQUAL. TOPSOIL, ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. 6 I LITTLE BLUE STEM 13 1 MARIE BUGNET SHRUB ROSE COUNTY ROAD No. 10 N 0 4- EX.CB INv-842.82 4 SKYLINE HONEYLOC SWISS STONE PINE ST Know what's below. Call before you dig. t N O R T H SCALE: 131 = 20' 20 is 10 s 0 20 40 LANDSCAPE CALCULATIONS PNTS REQUIRED = 80 PNTS PROVIDED = 105 SHADE- 5 @10PNTS =50 (48Y) CONIFEROUSE - 4 @6PNTS =24 (23%) DECORATIVE - 4 @1,5PNTS =6 (6%) SHRUBS - 50 @,5PNTS =25 (24%) DO NOT CUT MAIN LEADER - REMOVE DEAD AND BROKEN BRANCHES '. STAKING & GUYING ASNEEDED TREE WRAP - FALL PLANTING ONLY SET CROWN OF ROOT BALL V ABOVE EXISTING GRADE 4" DEPTH MULCH FINISH GRADE 1 ROLLBACK BURLAP. �'� CUT WIRE BASKET AFTER TREE PLACEMENT COMPACT SOIL UNDER ROOT BALL - COMPACTED SUBGRADE LOOSEN ROOT MASS PLANTING DETAILS NOT TO SCALE PLANT MATERIAL QNTY. SIZE ROOT COMMON NAME TYPE BOTANICAL NAME 2 2.5" CAL, B&B NORTHERN PIN OAK Quercus ellipsoidalis gnu 3 2.5" CAL B&B SKYLINE HONEYLOCUST Gleditsia triocanthos var, 'Skycole' 4 6' HT B&B SWISS STONE PINE Pinus cembra �`"b� ki 4 6' HT CLUMP B&B AUTUMN BRILLIANCE SERVICEBERRY Amelanchier x grandiflora 'Autumn Brilliance' 15 24" HT POT SNOWMOUND SPIREA Spiraea nipponica 'Snowmound' 15 2411 SPR POT GREY OWL JUNIPER Juniperus virginiona 'Grey Owl' 20 18" SPR POT MARIE BUGNET SHRUB ROSE Rose 0 12 #1 POT LITTLE BLUE STEM Schizachyrium 'Carousel' NOTE; PLANT SELECTIONS BASED ON ZONE, ENVIROMENT, AND CON DITIOPEORPDIRIESS. SALT TOLERANCE LEVELS ARE MODERATE TO GOOD BASED ON INFORMATION PROVIDED IN TEXT °DIRR'S HARDY TREES AND SHRUBS" BY MICHAEL A. DIRR AND THR;A;GH�)LOG01=] NURSERY WHOLESALE LISTINGS, CITY OF BRO(KYN CENTER I%TN� It, o0 0 0 , A v0 SITE PLANNING LANDSCAPE ARCHITECTURE 3 02 5 Harbor Lane North , Suite 318 Plymouth, Minnesota 55447 763.383. 8400 fax 763.383. 8444 ul o. nn�nn�� v V ® Y cc W z 0 'V W co L�1 ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANY'S PROJECT MANAGER 4567 WEST AMERICAN BLVD. MINNEAPOLIS, MN 55437 PHONE: 19521 850----- FAX: (952) 830-1678 I hereby certify that this plan, specification, or report we5 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. Date 04/27/09 Rea. No, 19306 Siqned Robert J. Mueller NO. DATE REVISION DESCRIPTION I COPYRIGHT 2009 - INSITES SITE PLANNING DATE 04/27/09 PROJ. NO. 2009 11 Sagat Architects, P.A. 4159 Grand Avenue South Minneapolis, Minnesota 55409 Phone: (612) 822-8200 FAX: (612) 822-0808 E—Mail: info@sagatarchitects.com j�� eJ „ram 5 ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THI5 PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANIES PROJECT MANAGER SGOTT ALPAU61H 4567 AMERICAN BLVD WE5T MINNEAPOLIS MN 5543'7 PHONE: (-152} 550-8855 FAX: (q52) 830-16i8 I HEREBY CERTIFY THAT THI5 PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARGHITEGT UNDER THE LAW5 OF THE STATE OF MINNESOTA. PRINT NAME: JOHN A. SA&AT DATE: LICENSE #: 12565 NO. DATE REV15ION DESCRIPTION I 6/I/OcI 516NA6E, TRASH ENGL GOPYRI&HT 2009 - SA6AT ARCHITECTS, P.A. DATE 4/2i/200ei PROD. NO. Oc100881 F:Al 2 N WINDOW MURAL - FURNISHED BY HOLIDAY 8 INSTALLED BY 60 - 7RONT ELEVATION (NORTH) n TOILET EXHAUST LOUVERS REAR ELEVATION (S SCALE : 115" = 1'-0" HOLIDAY SIGN LOCATED INSIDE OF STORE (BEHIND GLAZING) ROOFTOP MECHANICAL EQUIPMENT 5GREEN:TEXCOTE PANELS TO MATCH COLOR AND TEXTURE OF EIF5 � Re0nr_1rn1= Mr_r.wA 1eI Pnl IIPMPAIT SIDE ELEVATION (E� SCALE : Va" = 1'-0" 171'f/1PT/1C A meAAI V A I =,I ❑b�IGur 4 1 SIDE ELEVATION (WEST) L7GsnLC : 1/GJ = I -CJ SLEEVE FOR AIR HOSE FREE AIR SIGN RECESSED FIRE DEPT LOOK BOX PREFINISHED RED METAL GAP FLASHING TOP OF FRAMING EL 120'-10" TOP OF BRICK EL II6'-8" DECORATIVE L16HT FIXTURE BOT SOLDIER 001 EL 112'-O" BRICK TOP OF SCREEN WALt� 6' EL 10-0" EIF5 PILASTER FINISH FLOOR - STORES ROCKCAST PILASTER BASE TRASH ENCLOSURE WALL BRICK/ROGKFACE GMU TRASH ENCLOSURE PREFINISHED RED METAL GAP FL5HG TOP OF BRICK EL 116'1 TOP OF SOLDIER COURSE_ EL 112-1 DECORATIVE L16HT FIXTURE BRICK ROGKFAGE GMU FINISH FLOOR - STOI" EL 100'-O" BRICK/ROGKFAGE GMU TRASH ENCLOSURE I "x6" D06-EARED CEDAR BOARD GATES TOP OF BRICK EL TOP OF SOLDIER COURSE EL 112'-8" TOP OF WINDOWS_ EL 108'-O" BOTTOM OF WINDOW5� EL T02'-O" FINISH FLOOR - STORE EL IOO'-O" MASONRY BRICK: BELDEN MODULAR TUDOR BLEND A MORTAR COLOR: NATURAL CAST STONE: "ROCKCAST" BUFF5TONE COLOR AS MFR BY READING ROCK ROGKFAGE GMU: #616 VIENNA BROWN MISCELLANEOUS MATERIALS EIFS (EXTERIOR INSULATION FINISH SYSTEM) COLOR: DRYVIT #105 MANOR WHITE; FINISH: 5ANDPEBBLE STOREFRONT: DARK BRONZE ANODIZED WALL GAP FLASHING: UNA-GLAD "REGAL RED" ON WALLS; AT ROOFTOP SCREENS, MATCH EIF5 COLOR tl'uECrL6,tl°29rD JUG° 0.4 ,?[ii9z? CITY OF BROOKLYIN CENTEii Sagat Architects, P.A. 4159 Grand Avenue South Minneapolis, Minnesota 55409 Phone: (612) 822-8200 FAX: (612) 822-0808 E—Mail: infoCsagatarchitects.com i ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANIES PROJECT MANAGER SCOTT ALPAU(5H 4567 AMERICAN BLVD WEST MINNEAPOLIS MN 5545'I PHONE: (952} 550-5555 FAX: (952) aSO-I6i8 �r 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 ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: JOHN A. SA55AT 51GNATURE: DATE: LICENSE #, 12565 NO. DATE REVISION DESCRIPTION I 6/1/09 516NASE, TRASH ENGL COPYRIGHT 2001 - 5ASAT AROHITEOTS, P.A. DATE 4/77/2009 PROD. NO. 09006B I I NORTH ELEVATION INTERCOM SPEAKER WINDSHIELD WASHER BUCKET RECESSED IN COLUMN ENCLOSURE (ONE PER COLUMN ON SIDE OPPOSITE THE PUMP) INTERCOM BUTTON r II II �1 II ,I I II II I I I 1 I 5 \ SOUTH ELEVATION 1) L _ J 30.55 50 FT STORE PANTRY 9I6N (NORTH) 916N LOCATED INSIDE OF STORE (BEHIND GLAZING) m ONO O< �d i E$a"p 6 mEI a�°v�60 ° 5 5I6NA6E Ou' mizz I A3 SCALE : VARIES TOP FIN - RED -� BACKGROUND - WHITE UPPER "H" - RED LOWER "H" - BLUE — BOTTOM FIN - BLUE 516N BORDER: WHITE SIGN FIELD - RED BLACK OUTLINE OF LOGO AND LETTERS — WHITE LETTERS / BLUE BKGRD RED LED PRICE SIGN OPEN SPACE —� PYLON SIGN DOES NOT OCCUR WITHIN 25' SIGHT TRIANGLE AT CORNER OF SITE STORE FLOOR 15 AT ELEVATION 556.4; BASE OF SIGN 15 AT ELEVATION 655.5; TOP OF SIGN IS 22.6 FEET ABOVE FLOOR (ALLOWABLE HEIGHT IS 24 FT) WHITE AGM PANEL RED VINYL STRIPE BLUE VINYL STRIPE BRICK ENCLOSURE STAINLESS STEEL CURB FORMS FULL COLOR ELECTRONIC MESSAGE CENTER 11 '71—/ " I� +I 1 I I I � a I PROPOSED PYLON SIGN 516NA6E AREA 5PZAKDOAN HOLIDAY STATIONSTORE ID: 46.00 50 FT PRICE SIGN 28.00 50 FT MESSAGE CENTER 31.25 50 FT TOTAL (PER SIGN FACE) 107.25 50 FT MONUMENT SIGN SCALE : 114" = P-0" S I GNAISE PLAN SCALE : I" = 40'-0" WHITE AGM PANEL RED VINYL STRIPE BLUE VINYL STRIPE BRICK ENCLOSURE U-SHAPED BOLLARD - FAINT #Pq DARK BRONZE �r---------- ---------- � I , , I I I I I I I I CLEARANCE BETWEEN CANOPY LIGHT FIXTURE AND HIGHEST POINT OF PAVEMENT UNDER CANOPY 2 WEST ELEVATION II I II I I I I 1 I I 1 I I I I I 1 I I / 4 \ EAST ELEVATION SCALE : 1/5" = 1'-0" COUNTY ROAD N0, 10 WHITE AGM PANELS BRICK ENCLOSURE INTERCOM SPEAKER WINDSHIELD WA5HER BUCKET RECESSED IN COLUMN ENCLOSURE INTERCOM BUTTON U-SHAPED BOLLARD - FAINT #Pq DARK BRONZE JUN, 102 fi(ae OTT OF 81100(ayN CEtjLig, .=jA==nnnm Sagat Architects, P.A. 4159 Grand Avenue South Minneapolis, Minnesota 55409 Phone: (612) 822-8200 FAX: (612) 822-0808 E—Mail: info@sagatarchitects.com ALL QUESTIONS RELATED TO BIDDING AND CONSTRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANIES PROJECT MANAGER SCOTT ALPAU6H 4567 AMERICAN BLVD WEST MINNEAPOL15 MN 5545-1 PHONE: (4152) 830-8888 FAX: 0152) 830-1678 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 LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. PRINT NAME: JOHN A. 5AGAT SIGNATURE: DATE: LICENSE #: 12365 NO. DATE REVISION DESCRIPTION 1 6/1/011 SIGNAGE, TRASH ENCL COPYRIGHT 200-1 - SASAT ARCHITE0T5, PA. DATE 4/27/20011 PROJ. NO. 090085 /"A3 LEGEND 1.5 FOOT CANDLES 1.0 FOOT CANDLES 0.5 FOOT CANDLES .ter"-"�.,s;r:'•`""" m w. . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ti ti ti ti, 0 0 0 0 0 0 0 0 0 0 43 O �;:,��"" O O O O 001 O O O O O O O O O O i O O O O O O O O O O ,„;v:'�µ"v O 'ti ti 2 � p; 3 ,l O _,�,..::••' 2 ' ; 0 0 0 0 0 0 0 0 0 0 0 0 o v o' ti ti ti ti ti o o ti 2 3 %� 0 '� • �" 2 0 0 0 0 0 0 0 0 0 S•.w�r � 2 a � 4 + — o - c ti 3 2 ti ti ti o 0 0 0 4� �� :....^'. ,-3"" O 3 n,2-. �'J O_ �b �2 �0 �Gujw^`".•:...«.O M P 4^� 2 1 A� O O O O O O O O O O O O ,�.� O ti , °''• �j 3 b 1 � h h O 3 "� b � �j �, r 0 0 0 0 0 0 0 0 0 l o n �+ 0 3 ti b 2 b 2 .a.• "' 3— 0 ti �� - e �� M �+� p + ,,, 2 ,a D ,-0 R 0t`� �2 n. o� o� p + p 1.� p + q + ;a , 2 �. 'OR ,. m 3 2 3 D o ti G 2 0 0 0 0 0 a �, + O 0 0 0 0 0 0 0 o ti o qL R D h o DD y �ka D 3 � Q�ti �� ,„ ...,� �� ' � 0 2 � M � O � , [ Q ` ° t �m ti o o o 0 0 0 Qlq 4 � q 6D 2 ?, h 2 P o 0 0 0 0 0 M 0 0 0 0 0 0 o ti � 2 �� ti b � 3 g o, 2 4c � ti 2` 0 � •a'r � ti ti o°,� o 0 0 0 0 0 0 0 0 0 0 °0 0 ti y b b 3 _tip ti —, 3 ti o 0 0 0 0 0 0 0 0 4 '� O 1 fo I `° . !� h �3 �2 M 0 0o, � HOLIDAY STATIONSTORE q 4 g`ti N o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N �° qoo N N 3 N ®PROPERTY LINE qL 0 0 0 0 0 0 0 0 0 0 0 0 I 4 0 0 0 0 0 0 0 0 of o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o o o 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 SE1 SITE PHOTOMETRIC PLAN 1 It = 20'-0" u Nelson-Rudie & Associates, Inc. Structural - Mechanical - Electrical Consulting Engineers 9100 49th Ave. North Minneapolis, MN 55428 tel: (763)367-7600 fax:(763)367-7601 ALL QUE5TION5 RELATED TO BIDDING AND CON5TRUCTION OF THIS PROJECT SHALL BE DIRECTED TO HOLIDAY COMPANIES PROJECT MANAGER 4567 AMERICAN BLVD. WEST MINNEAPOL15 MN 55457-1123 PHONE: (0152) 830- FAX: (q52) 830-I6"I5 SITE PHOTOMETRIC PLAN I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATN OR REPORT WAS PREPARED BYIOME OR UNDER MY DIRECT 5UPERVISION AND THAT I AMA DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAW5 OF THE STATE OF MINNESOTA. DATE: / /Ocl RE6. NO.11651 516NED ANDREW N. EROMANN NO. DATE REVISION DESCRIPTION COPYRIGHT 2000 - MI.SON-RWIE d ASSOC, INC. DATE: / /09 PROJ. NO. Og054 VTS2 E 1 dEl;, e'" ®a'c aflool(LYN CENTEn