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• <br />grads Notts <br />Refer to all other prolecl piano and information <br />related lo this work <br />GRADE PLAN PREPARED FROM ALTA SURVEY BY <br />8014 Con•uInng engineers and Surveyor* <br />763- 786 -4570 <br />Doted 2/20/06 Revised 3/2/06 <br />Contractor shall verify 011 .6.bng and proposed <br />•levat.na prior to ,tart of construction and notify <br />owner of any conflicts. <br />Contractor shall locale and verify all utilities which <br />may affect' I0,. work and notify owner of <br />changes. Contact local utility companies for exact <br />locations prior to commencing work. <br />Contractor *hall tak. necessary precautions to <br />prevent adt and debris run -off during grading <br />operations. lie•. silt fence, straw bales, etc.) <br />Refer to Holiday's specifications/ Geotech report <br />for curb, approach, bituminous, and concrete <br />profiles, as well as, addNlonol sHo standards <br />related to this prot.cl. <br />Contractor shall verify critical elevations to s ur • <br />onformanc• with grading plan, particularly with <br />walk and/ or pavements to remain. M.•, •".ling <br />grades at approach, along property lines and <br />construction Ilma lines. Restore all pavements shot <br />• to remain to their original, if not better <br />condition. Notify owner of ony conflicts. <br />If r.qu•sl•d by owner, Contractor shall install PVC <br />al•eves under drive areas. Coordinate six. and <br />location of sleeves with owner. <br />Areas not to be paved and to be landscaped <br />shall receive minimum of 4" depth of compacted <br />topsoil. <br />All elevations shown within the drive areas will be <br />lop of pavement. Top of curbs shall be 4" <br />104.12 curb and gutter) or 6" 166-12 curb and <br />gutter) above drove grades. Refer to pion for <br />location. <br />All street restoration shall be don* in compliant• <br />with city str.et improvement policy, <br />Finished Station Store Floor Elevation • 912.6 feel <br />Finished Car Wash Floor Elevation • 912.1 feel <br />MEN <br />MIAMI. Amos <br />1 <br />�-r-� <br />TYPICAL SECTION INFILTRATION BASIN <br />Pals mom <br />CAA* *NIA Cr INC <br />woo' AIN INC AMC MO <br />MGM DA ARM InaCit <br />3331.311rt anew 3 FCC <br />Eamikaua• WO! <br />=ARM( ...,c 1•3333 Pv1 <br />EXISTING SITE CONDITIONS <br />ZONING DISTRICT: <br />TOTAL sire AREA <br />EX. HARDCOVER: <br />PROPOSED SITE CONDITIONS <br />GB GENERAL 6051NE55 <br />165,271 51. <br />R/W TAKING: 13.915 SF 80 <br />HOLIDAY STATIONSTORE: 92,679 51. 565 <br />PROPOSED RETAIL: 59,587 SP 365 <br />BUILDING SETBACKS PARKING SETBACKS <br />PROM STREET 30' FROM STREET 15' <br />REAR YARD 30' REAR YARD 10' <br />SIDE YARD 10' SIDe YARD 10' <br />HOLIDAY LOT PROPOSED CONDITIONS <br />PROPOSED GREEN AREA: <br />PROPOSED HARD COVER. <br />PAVED AREA: <br />BUILDING AREA <br />C-STORE • <br />CAR WASH • <br />PARKING REQUIREMENTS <br />PARKING REOUIRED <br />PARKING PROVIDED <br />40,700 5P <br />51,979 SP <br />46,436 5P <br />5543 SF <br />44% <br />56% <br />509 <br />6% <br />1/200 5F FA. 25 STALLS <br />26 STALLS, 12 SRVPNTS <br />RETAIL LOT PROPOSED CONDITIONS <br />PROPOSED GREEN AREA: 30639 SP <br />PROPOSED HARD COVER: 26,948 51. <br />PAVED AREA: 22,448 SF <br />BUILDING AREA: 6500 5P <br />51% <br />495 <br />385 <br />11% <br />PARKING REQUIREMENTS <br />PARKING REQUIRED 1 /200 5P PA. 29 STALLS <br />PARKING PROVIDED 52 STALLS <br />BENCI f4fARK <br />TOP SANITARY MANHOLE <br />36' SOUTHEAST OF WESTERLY PROPERTY CORNER <br />ELEV. - 905.84 <br />ROTE' <br />1 INFILTRATION BASIN AREA TO BE STAKED <br />OFF PRIOR TO CONSTRUCTION. LIMIT <br />COMPATION AND PROHIBIT HEAVY CONSTRUCTION <br />EQUIPMENT WITH IN BASIN AREA. <br />2. INFILTRATION AREA SHOULD NOT BE <br />EXCAVATED TO FINAL GRADE UNTIL THE SITE <br />SOILS HAVE BEEN STABILIZED AND OUTFALLS <br />HAVE BEEN STABILIZED. <br />3 FINAL EXCAVATION OP BASIN SHALL BE <br />COMPLETED USING LIGHT TRACKED EQUIPMENT <br />AN SOIL COMPACTION MINIMIZED. <br />• Fi <br />wwrr`} <br />.0r O• <br />mama <br />umaxl <br />mut <br />.Ova. <br />•.0 l <br />OUTLET CONTROL/SKIMMER STRUCTURE <br />43. <br />sZ <br />N W CD 09 <br />PV <br />4" PV •RA <br />M <br />'46 <br />c.° 49537- <br />s c6- <br />16 <br />1V4 <br />Ng5 '° 5,51' <br />0 <br />F 15" HOP <br />ST. M.H. 912 <br />TOP 906.2 <br />INV. 902.91 <br />OUTLET <br />TOP See 0eT41L <br />INV See O2TAIL <br />16" APRON <br />(NV- 9030 <br />N Y OV RP 0 <br />INV.- 908.1.0 <br />NOW CD 66 <br />OP 8107 <br />INV. 903.16 <br />17 1 " H.D.P.e. • 0.595 <br />ST H. <br />TOP 809.2 <br />INV. 902.16 <br />M R NCY OV RP OW <br />INV.- 906.2.0 <br />INV <br />51 <br />N INV. • 8 <br />APRON <br />INV.- 902.0 <br />49 PVC DRAIN TIL <br />ST. M 0 . 14 <br />TOP 906.0 <br />'X. ,•, X66.94 <br />INV'• 901.61 <br />■179!'8 l S'f sna 9TORE•c <br />I _ <br />n. <br />l I lIUIuUiUi �U!IIUIIUa'i ®I1IIIIIIi1i=i•►! <br />NOIM1111•u1111 1•• ®!U!U®•II1 1 <br />911.5 y. - - = -- -o <br />�Lt. 11 H.D.PA. <br />IS' 0 LP 15" HID.P.E. • 0. <br />Off• •7 w.797/1 1 1 / <br />9Y� 6 / <br />TOP 909.7 / • 7 \TOP 909.6 <br />INV. 903.84 _ • �\ INV. 903.66 - -- 911.5 __./ <br />- 911,5 <br />NEW MH 67 <br />TOP 911.9 <br />INV. 903.46 <br />a <br />ST, M.H. 115 <br />TOP 908.0 <br />INV. 89595' <br />N W CD 6 <br />TOP 909.7 <br />INV. 904.28 <br />o-0 C•43. nww <br />OINA-1171. Off <br />Lea ANN NI- <br />01421.1 1103. <br />".•c3 (w41 <br />TOP 906.6 <br />INV. 90446 <br />NEW CD 4 -s s NEW CB <br />TOP 908.6 TOP 908.85 <br />INV. 904.38 INV. 903.90 <br />NEW CR 92 <br />TOP 908.95 <br />INV <br />1 -" AP ON <br />INV.- 903.0 <br />,NEW CB 1 <br />TOP 910.25 <br />'.. INV. 90339 <br />' L sm. (woo Mot ••o •tom a.n <br />a7um w <br />PAC <br />(M <br />OAS <br />Its too <br />• <br />KY 147 <br />7mH[vat N <br />fat y 0111 <br />LP 18" <br />/ <br />/ <br />0000.0 sett INSm lNo <br />RIPRAP AT STORM <br />SEWER OUTLETS <br />G <br />N O R <br />SCALC: 1" <br />NEW CB 611 <br />TOP 909.1 <br />INV. 904.74 <br />FEB 2 2007 <br />/II 578"E <br />SnE P1ANNmc UNOSCAPE ARCMTESTl%%. <br />102 Hari." L•ne N.rtH.S"He 11• <br />yin •lit. ta 35443 <br />Ts x,�9i s�oo <br />U-I m H <br />0 <br />w <br />Z <br />Z <br />w <br />Q <br />• <br />Q J <br />7 0 <br />c /) JL_ <br />ALL QUESTIONS RELATED TO <br />BIDDING AND CONSTRUCTION OF <br />THIS PROJECT SHALL Be <br />DIRECTED TO 005(04T <br />COMPANY'S PROJECT MANAGER <br />4597 Mesr toll s7ReeT <br />011890 (56 MN --- <br />PN0HG I.59 PAY, 05111190 -11178 <br />c <br />al as <br />V <br />I hereby certify that this plan, <br />specification, or report was <br />p pared by me or under my <br />direct supervision, and that 1 a <br />a duly licensed Landscape <br />Architect under the laws of the <br />State of Minnesota. <br />Date Rea. No. 19506 <br />Signed <br />Robert J. Mueller <br />NO. DATE REVISION DESCRIPTION <br />1 2 /6 /2007CITT Review COMMENTS <br />2 2/28/07 Comment. <br />COPYRIGHT 2008 - DIMES SUP PLANNING <br />DATE 01/12/07 P60J. N0. 2007 01 <br />