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WING NUMBER <br />WING NUMBER <br />HOPE, MINNESOTA <br />SAFCO PRODUCTS <br />CO PRODUCTS <br />UMBER 6552 <br />REORDER BY PA <br />REORDER BY PART NUMBER 6552 <br />REORDER BY <br />REORDER BY PART NUMBE <br />POSITION UNE OP MONT ON TINS <br />ON EliSt OP P <br />20 10 <br />20 <br />SCALE: 1"=20' <br />40 <br />Cey <br />PROPOSED SIGN. <br />SEE ARCH PLANS <br />(.) <br />- 5466 <br />EXIST. DAMAGED PORTION OF <br />WALL. TO BE REMOVED. SEE <br />LANDSCAPE PLANS. <br />STORM SEWER Mil <br />RIM ELEV =5489.18' <br />INV IN=545906r0 <br />STORM SEWER INLET/MR <br />EZEV=5467.03' <br />80T OF BOX=5463.13' <br />= <br />o <br />5467 <br />/ •4 <br />., ...A75 <br />--..;••••"" ' ' $7----...: - <br />....,-,-- -.,.. <br />30' Va. ESMT <br />REG NO. 1549439 <br />l<49",pi, <br />04/ •*:-.2 <br />4'0 <br />-149 <br />R55.0' <br />\ EXIST. ACCESS TO BE <br />I RECONSTRUCTED. CONSTRUCT <br />3 -RISERS & EXTEND <br />HANDRAIL AS NECESSARY. <br />I SEE ARCH PLANS. <br />ONS/T4 BENCHUARK=5468. 72' <br />FOUND 1° BRASS TAG <br />1 <br />w/saisg KLH ENG <br />PLS 25379 <br />/ <br />EX. C&G 70 <br />BE REMOVED <br />• .74.0-1$-'4" <br />• <br />. <br />• <br />'re)* <br />547/ <br />„ • <br />PRIVATE8. RCP STORM <br />ES WtR- * 0.75% <br />be. 'Apr' <br />XIST. CURB <br />AND GUTTER TO <br />BE REPLACED <br />PRIVATE 16" <br />RCP STORM <br />SEWER LOX <br />24.0' <br />17; <br />PROPOSED DBL <br />TYPE 16. COMBO <br />INLET <br />INV ) Ts, <br />INV OUT=64.90' <br />1 <br />60' <br />St <br />itCbto <br />-4" <br />PRIVATE 10" PVC <br />STORM AT 2.0% <br />1 <br />I <br />f/.7•41-- <br />v <br />A <br />5471 <br />12" CHASE TYPE R INLET <br />DRAIN FL=70.80' <br />NEW INV 0117=67.00' <br />ISLAND 111114 <br />LP.= <br />70.80 <br />FF=71.9' <br />P3=71.8' <br />RD <br />r ROOFDRAIN <br />(TYP.) <br />EXIST. CURB <br />AND GUTTER TO <br />BE REPLACED <br />TIE INTO EXIST. <br />CURB & GUTTER <br />LOT /A <br />CENTENNIAL VALLEY <br />PARCEL H, 771IRD FILING <br />/-` <br />/ 4474> <br />/ <br />4744:%zs, <br />1 <br />1 <br />• C&G <br />TO REMAIN <br />1 <br />CITY OF LOUISVILLE SIN TO BE <br />REMOVED & AREA TO BE <br />RE -GRADED AS SH0W SEE <br />LANDSCAPE PLANS FOR <br />ADDITIONAL DETAILS. <br />O'=71 9' <br />IrirPRIVATE 10" PVC <br />STORM AT <br />PROPOSED CURB 2.0% <br />& GUTTER <br />=72.10* " <br />G.41.50' <br />EXIST. 6" PVC ROOFDRAIN <br />TO BE REMOVED <br />NEW TRASH ENCLOSURE otI) 0.75% <br />SEE ARCH PLANS <br />.12" CURB CUT/ <br />CONCRETE PAN <br />/AREA DRAIN <br />TOP OF GRA TE -545Z 42' <br />BOT OF BOX=5464. 72' <br />(PIPE TO THE EAST IS <br />FLUSH WITH 807: OF 80X) <br />EXIST AREA INLET TO <br />BE REMOVED AND NEW <br />STORMCEPTOR STC900 <br />WATER QUALITY <br />TREATMENT UNIT TO BE <br />INSTALLED. TIE INTO <br />EXIST. 18" RCP <br />OUTALL. <br />INV I 18")=64.82' <br />INV IN (1 -65.50' <br />INV OUT=64.721 <br />STORM SEWER Mil <br />RIM (LIV=546726' <br />'S't BOT OF BOX=5447.28" <br />FES <br />INV OU T=5463. 70' <br />EXIST: <br />DETEN170N <br />POND <br />/zo <br />.4c -o7 <br />LOT 1B <br />CENTENN/AL VALLEY <br />PARCEL H, TH/RD FILING <br />OWNER: 120TH, LLC. <br />PROPOSED STD 6" <br />CURB & GUTTER <br />PROPOSED CONCRETE ALLEY. <br />SEE SECTION THIS SHEET. <br />24' PERMANENT ACCESS <br />& W7L. ESMT (PLAT) <br />5473 <br />PROPOSED CURB <br />& GUTTER <br />PRIVATE 8" PVC <br />STORM AT 2.0% <br />9.0' <br />24.0' <br />7: <br />C&G <br />PROVIDE 6" CLEANOU <br />W/ PEDESTRIAN RATE <br />COVER .FLUSH IN <br />CONCRETE <br />6'X6' CONCRETE LANDING <br />8" PVC STORM <br />2.0% <br />10X12" AREA INLET <br />GRATE=71.65' <br />INV OUT=70.15' <br />PROPOSED CURB."...' <br />& GUTTER <br />4„.4434. <br />30' INGRESS/EGRESS <br />& 1/77L. ES417: REC. <br />NO. 1549439 <br />C&C <br />AIN <br />PARCEL H ACCESS <br />IMPROVEMENTS PER PARCEL H <br />PUD AMENDMENT DOCUMENTS <br />(NOT PART OF THIS PUD). <br />LOT 6B <br />CENTENN/AL VALLEY OF <br />PARCEL H, SECOND FILING <br />OWNER: F/RST/ER BANK <br />RECONSTRWTED ACCESS <br />TO BE C0NS1RUCTED AS <br />PART OF ACCESS PUD <br />AMENDMENT <br />MASTER GRADING PLAN <br />1" = 20-0' 0 10 20 <br />RAMP DETAIL <br />SCALE: 1"=5' <br />•ftt <br />GRADING LEGEND <br />PROPERTY UNE <br />EASEMENT <br />RIGHT-OF-WAY. <br />EX FENCES <br />PROPOSED SWALE. <br />EX INTERMEDIAX CONTOUR <br />- - 5364 - <br />EX INDEX CONTOUR -- 5265 - -- <br />PROPOSED INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR <br />EX/S77NG SPOT ELEVATION EX=5269.56 <br />PROPOSED SPOT ELEVATION. -4)-5278.41 <br />PROPOSED GRADE -4.45% <br />PROPOSED SLOPE -3:1 <br />+a - <br />DIRECTION OF FLOW. am+ <br />4=10 IMMO <br />X <br />PROPOSED STORM SEWER <br />PROPOSED CATCH CURB <br />HIGH POINT. <br />GRADE BREAK <br />LOW POINT <br />HP <br />GB <br />LP <br />FLOWLINE. <br />EDGE OF ASPHALT <br />FL <br />EA <br />FINISHED FLOOR ELEVATION FF ELEV <br />PROPOSED ROOF DRAIN LOCATION RD <br />PROPOSED NEW FULL DEPTH ASPHALT SECTION <br />PROPOSED CONCRETE AREAS • <br />PROPOSED TREES <br />24' EXIST. EASEMENT <br />12' <br />UNE <br />11.5'-12' <br />2.0% _ 2.0% <br />DRIVE SECTION <br />TYPICAL ALLEY SECTION <br />N.T.S. <br />The • <br />Sanrtas <br />Group <br />801 MAIN STREET <br />LOUISVILLE, CO 80027 <br />303.981.9238 <br />PROJECT CONTACT: <br />CURTIS STEVENS, P.E. <br />NOTES: <br />EXIST. CURB & <br />GUTIER Tr) REMAIN <br />1. THIS PLAN IS INTENDED FOR FINAL PUD AND IS NOT A <br />CONSTRUCTION/BUILDING PERMIT DOCUMENT. <br />2. PARCEL H ACCESS IMPROVEMENTS ARE NOT PART OF THIS <br />PLAN AND AREA IS SHOWN FOR REFERENCE ONLY. <br />IIALPLTh <br />NOT FOR OCT© <br />DATE <br />2. 05/15/15 CITY COMMENTS <br />1. 03/05/15 PUD SUBMITTAL <br />NO. DATE REVISION <br />INNIR691901Mand101111099 <br />PEH ARCHITECTS <br />1319 Spruce Street Suite 207 <br />Boulder, CO 80302 <br />303-442-0408, fax: 303-447-1905 <br />e-mail: peheinz@peharchitects.com <br />440.911.0011 <br />McCaslin Marketplace <br />PUD <br />994 West Dillon Road <br />Louisville, Colorado 80027 <br />SHEET TME <br />MASTER <br />GRADING PLAN <br />PROJECT: 2015.06 <br />DATE: 02/09/15 <br />DRAWN BY: CCS <br />449010.100 <br />SHEET NUMBER <br />C200 <br />CHECKED BY: CCS OF <br />