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LEGEND <br />PROPERTY LINE <br />EX. INTERNED/ATE CONTOUR. <br />EX INDEX CONTOUR-----5900----- <br />PROPOSED INTERMEDIATE CONTOUR . --5899 <br />PROPOSED INDEX CONTOUR. . _-5900 <br />EX STORM LINE <br />EX CONCRETE <br />FLOWLINE OR DRAINAGE SWALE <br />PROPOSED CONCRETE <br />PROPOSED ASPHALT <br />EX. SPOT ELEVA TIONS <br />PROPOSED SPOT ELEVATION. <br />TOP BACK OF CURB <br />FLOWLINE <br />BASE OF STEP <br />TC <br />FL <br />BUS <br />5395.23E <br />X MA TCH EX <br />X 5398.23 <br />I <br />I <br />I <br />EX 10' I <br />--{ UTILITY <br />EASEMENT <br />COAL CREEK STATION, <br />FILING NO. 3 <br />LOT 2 <br />Know what's below. <br />Call before you dig. <br />BENCHMARK & HORIZONTAL CONTROL <br />BENCHMARKS: <br />A #5 REBAR WITH ALUMINUM CAP SET BY DREXEL, BARRELL & CO., LS 17664 <br />AT THE SOUTHEAST CORNER OF LOT 2, CRYSTAL ESTATES REPLAT "A", <br />HAVING AN ELEVATION OF 5341.9 AND THE E 1/4 CORNER OF SEC. 8, T1S, <br />R69W OF THE 6TH P.M., CITY OF LOUISVILLE DESIGNATION "LP4" HAVING AN <br />ELEVATION OF 5320.64. <br />BASIS OF BEARING: <br />BEARINGS ARE REFERRED TO THE SOUTH LOT LINE BEARING N89'58'20"W. <br />— <br />EX DRI VEWA Y <br />I <br />I <br />EX RETAINING WALL <br />HEADER CURB <br />AT PLANTER <br />5343.29 FL <br />5343.44 FL <br />MEND OMIE. <br />EX 6" AREA DRAIN THROUGH WALL <br />ABOVE FINISHED GRADE <br />6" WALK STEP <br />UNIT 400 <br />5343.47f_ <br />MA TCH EX. <br />5343.48_t <br />MA TCH EX. <br />7'± SIDEWALK <br />WITH INTEGRAL CURB <br />EX ROOF DRAIN <br />PROPOSED <br />12" WIDE SIDEWALK CHASE <br />EX BUILDING <br />(5,690 SF) <br />UNIT 300 <br />UNIT 200 <br />t9 <br />5343 ,,4 <br />� a . <br />4 <br />J <br />1160 E. SOUTH BOULDER RD. <br />SWALE FOR WALL DRAIN <br />TO CURB CUT <br />5343.03 FL <br />CURB CUT <br />4:1 V <br />4 <br />5343.47�_�x <br />MA TCH EX. <br />EX ROOF DRAIN <br />PROPOSED <br />'WOE— SIDEWALK CHASE •• <br />7:3'f <br />PROPOSED <br />6" WALK STEP <br />PROPOSED ADA RAMP <br />5343.47E <br />MA TCH EX. <br />EX. ROOF DRAIN <br />SURFACE TO DRIVE <br />5342.94E <br />-- —,MATCH ,EX --- <br />• <br />• Qa <br />UNIT 100 <br />EX ROOF DRAIN <br />SURFACE TO DRIVE L _ <br />5342 911- <br />MA TCH <br />EX CONCRETE LAND/NG <br />TO REMAIN — - <br />5342.46f�� <br />MA TCH EX. FL , <br />REMOVE EX. ADA RAMP •� <br />PROPOSED ADA RAMP <br />EX. <br />/I <br />TRANSFORMER <br />15' <br />EX DETENTION & WATER QUALITY <br />POND OUTLET STRUCTURE <br />39.63 <br />5.542..5,5 <br />5342.22 <br />REM 017E Ems: -007i'8" <br />IN,�TAL-L FLiJSH CURB / <br />53 5342.07 <br />r <br />EX. S-TORMWAIEl� <br />5340 =f3ETENT/ON POND <br />EX SIDEWALK <br />--5341- <br />4 <br />REMOVE EX/ST/NG <br />CONCRETE FOUNDATION <br />(TYPICAL) <br />5343.85E <br />r MA TCH EX. <br />END HEADER CURB <br />INTO WALL COLUMN <br />S89'58'20"E 175.00' <br />—5341 <br />s34z9 -- <br />-G/A7vh c.r. <br />LIMITS OF DISTURBANCE <br />---5342----� �, <br />\ <br />-4'CURBCUT ' <br />_ _r / <br />REMOVE &-REPLACE" <br />£ttR8 $C ftJ-T-TER--/ <br />f \� <br />HANDICAP PARKING SIGN <br />n or/, <br />REPLACE EX. SIDEWALK WHERE TREESO <br />HAS CAUSED SIDEWALK TO HEAVE. <br />CONTRACTOR SHALL SCHEDULE THIS WORK <br />& THE EXACT LOCATIONS WITH PUBLIC WORKS. <br />EX RAMP <br />EX SIDEWALK <br />LaEig iilliuiliiid iiAtiailikanikiiiiiiiiiiiii' <br />11 <br />EX TRASH ENCLOSURE <br />5343.69E <br />MA TCH EX. <br />5343.82E <br />MA TCH EX. <br />5343.82E <br />MA TCH EX. <br />EX BUILDING <br />(2,496 SF) <br />6" HEADER CURB <br />AT PLANTER <br />- 6' LANDSCAPE <br />PROPOSED <br />CONCRETE <br />5343.36E <br />-MA TCH EX <br />r <br />PROPOSED <br />BICYCLE RACK <br />PROPOSED <br />12" WIDE <br />CONCRETE CHANNEL <br />PROPOSED 12" WIDE <br />SIDEWALK CHASE <br />REMOVE EX. SIDEWALK <br />TO NEAREST <br />JOINT TO INSTALL <br />EX. SIDED/J K J <br />i <br />i 1H- <br />/ , o <br />5342 <br />95th <br />MA TCH EX. <br />SAWCUT & REMOVE <br />EX ASPHALT <br />EX MUTUAL <br />ACCESS <br />EASEMENT <br />5342.42E <br />MA TCH EX. <br />,O 12.33' <br />5341.91E <br />MA TCH EX. <br />-5347. <br />MA TCH EX. <br />O <br />O <br />O <br />to <br />1\ <br />r <br />0 <br />IIZ <br />SAWCUT & REMOVE <br />EX CURB & GUTTER <br />24'f <br />CANNON CIRCLE <br />MIND 11/1=1. MIM OEM <br />LOT-2 <br />5 <br />EX SIDEWALK <br />(ENDS) y2/ <br />/ r <br />r it <br />rr rr <br />r r <br />rr' <br />rrr <br />• <br />5346 <br />5345 <br />5344 -�• - <br />5342.38E EA: <br />/ <br />EX ASPHALT / <br />TO REMAIN <br />/ <br />EX CUL VERT <br />.5341------------ <br />N898'20"W 175.00' <br />------------- <br />EX. SITE ENTRANCE <br />i <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />___5350- <br />I�- <br />5343.43 O <br />MA TCH EX. <br />—Sj.9% , w a <br />-r <br />4 <br />5343 <br />5344.48 <br />it <br />EX SIGN <br />EX. 15' UTILITY & <br />DRAINAGE EASEMENT <br />EX RETAINING WALL <br />EX CURB, <br />GUTTER, & <br />A TTACHED <br />SIDWALK <br />EAST LINE <br />I <br />I <br />NE 1/4 <br />SEC. 8 <br />EX RETAINING WALL' <br />EX SIDEWALK <br />5345IV) <br />- PROPOSED HANDRAIL <br />PROPOSED 5' SIDEWALK <br />5344.69E <br />MA TCH EX. <br />53.50.E <br />�MA44TCH EX. <br />�pa <br />I <br />I <br />- - _ <br />rr <br />r'` r <br />rr <br />-rr <br />EX. 30' <br />1/2 ROW <br />5344. <br />0.3% <br />EX ADA RAMP <br />- EX TELEPHONE PED <br />EX SIDEWALK <br />EX 30' <br />1/2 ROW <br />EX STORM <br />INLET <br />I <br />I <br />I <br />DPI <br />architecture <br />5825 E. Maplewood Avenue <br />Centennial, Colorado 80111 <br />PH: (303) 615-9123 <br />web: dulaneyarchitecture.com <br />NOTE TO CONTRACTORS: <br />No work shall be performed <br />until all plans are approved <br />by the local jurisdiction. <br />The architect & engineers <br />shall not be responsible <br />for any work performed <br />prior to the issuance of <br />permits. <br />SEAL <br />8/2/2022 <br />REVISION DATE: <br />MARK i DATE DESCRIPTION <br />5/20/22 RE -SUBMITTAL <br />6/29/22 RE -SUBMITTAL <br />7/29/22 RE -SUBMITTAL <br />8/02/22 RE -SUBMITTAL <br />PROJECT TITLE <br />JOB NO.: 202186 <br />DRAWN BY: MAR <br />CHECKED BY: CWK <br />ISSUED DATE: 08.02.2022 <br />SHEET TITLE <br />GRADING <br />PLAN <br />SHEET NUMBER <br />I GRADING PLAN <br />r=i0" <br />3 <br />