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Boulder County, CO 03982605 <br />3of8 <br />LEGEND <br />PROPERTY LINE ..... -... <br />EX INTERMEDIATE CONTOUR <br />EX INDEX CONTOUR <br />PROPOSED INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR <br />EX STORM LINE <br />EX CONCRETE- <br />FLOWUNE OR DRAINAGE SWALE <br />PROPOSED CONCRETE <br />PROPOSED ASPHALT <br />EX SPOT ELEVATIONS.. <br />PROPOSED SPOT ELEVATION <br />TOP BACK OF CURB........... <br />FLOWLINE <br />BASE OF STEP <br />- ---.6.90G----- <br />—5899=— <br />- �900 <br />TC <br />FL <br />Gas <br />539.5. 23th <br />X MA rcH EX <br />5398.23 <br />I <br />I <br />I <br />I <br />I <br />I <br />01 <br />0I <br />I <br />I <br />EX 10' I <br />--1 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 CON4OL <br />BENCH M ARKS: <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 N69'58'20"W. <br />1 <br />I <br />1 <br />I <br />I <br />I <br />EX. DRI VEWA Y <br />WITH INTEGRAL CURB <br />EX ROOF DRAIN <br />EX RETAINING WALL <br />HEADER CURB <br />AT PLANTER <br />5343.29 FL <br />5343.44 FL <br />MEM <br />EX 6" AREA DRAIN THROUGH WALL <br />ABOVE FINISHED GRADE <br />5343.47� �C <br />MA TCH EX. <br />5343 24-1 <br />6" WALK STEP -� <br />UNIT 400 <br />4 <br />5343. 4Bf_{ <br />MA TCH EX. <br />4 <br />4 <br />/ y <br />4 <br />7'± SIDEWALK -2•D%- <br />_ d <br />} <br />a <br />a <br />PROPOSED <br />12" WIDE SIDEWALK CHASE <br />EX BUILDING <br />(5,690 SF) <br />UNIT 300 <br />UNIT 200 <br />EX DETENTION & WATER QUALITY <br />POND OUTLET STRUCTURE <br />.Mr • <br />a <br />534.3:47t • <br />MA TCH EX. <br />EX. ROOF DRAIN <br />PROPOSED <br />1211WIDE SIDEWALK CHASE <br />PROPOSED <br />6 WALK STEP <br />PROPOSED ADA RAMP <br />a <br />a <br />• <br />Y <br />a <br />a <br />°— 2:07aa <br />A V <br />5343. 47 d <br />MA TCH EX_ ' <br />EX. ROOF DRAIN <br />SURFACE TO DRIVE <br />5342 94± <br />..AI. 7014 <br />UNIT 100 <br />EX ROOF DRAIN <br />SURFACE TO DRIVE <br />5342.91t <br />MA TCH EX. <br />EX. CONCRETE LANDING <br />TO REMAIN - <br />5342.46± <br />REMOVE EX. ADA RAMP TCH EX FL <br />PROPOSED ADA RAMP <br />l EX TRANSFORMER <br />5J fhL. JJ <br />5342.22 <br />-- 1017F-rX—CdR6--- <br />IN,srALC 11SHCURB <br />7,. 31± <br />4 <br />a <br />INV. 39 63 <br />Ohl 5342▪ .07 <br />it EX~ S O WAIch <br />s. a - TEN?70N POND -5343 <br />CO <br />T <br />L/r--5341- <br />,47Ch t A. <br />~ 11 `Aro. <br />--------------------------- <br />LIMITS OF DISTURBANCE <br />f/ <br />J <br />EX SIDEWALK <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 />4' CURB CUT <br />_ _// <br />REMOVE & REPLACV <br />- t1-R)k&-ftJ-1 <br />_// _____ <br />HANDICAP PARKING SIGN <br />,////r/////7 <br />REPLACE EX. SIDEWALK WHERE TREES <br />HAS CAUSED SIDEWALK TO HEAVE. <br />CONTRACTOR SHALL SCHEDULE THIS WORK <br />& THE EXACT LOCATIONS WITH PUBLIC WORKS. <br />i i r <br />REMOVE EXISTING <br />CONCRETE FOUNDA 710N <br />(TYPICAL) <br />534.3.851- <br />MATCH EX <br />END HEADER CURB <br />INTO WALL COLUMN <br />S89'58'20"E 175.00' <br />EX. TRASH ENCLOSURE <br />5343.69t <br />MA TCH EX. <br />534182# <br />MA TOM EX. <br />5343..82f <br />MA TCH EX <br />r <br />r) <br />EX. BUILDING <br />(2,496 SF) <br />6" HEADER CURB <br />AT PLANTER <br />6' LANDSCAPE <br />N <br />PROPOSED <br />CONCRETE <br />aim .5343.361- <br />MA TCH EX. <br />EX. RAMP <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 />it l 1-11 <br />I1� <br />1 <br />EX. SIDEIY/ LK - <br />r <br />/ <br />i <br />5342 95 - <br />MA TCH EX. <br />SAWCUT & REMOVE <br />EX. ASPHALT <br />EX. MUTUAL <br />ACCESS <br />EASEMENT <br />542t <br />MATC342H9'58'20„W <br />12.33' <br />O <br />0 <br />Ici <br />I <br />I <br />5347.91 * <br />MA TCH EX 0 <br />-532n- — <br />MATCH EX. % <br />0 <br />I0 <br />Z <br />SA WCUT & AEMO f E <br />EX CURB & GUTTER <br />CANNON CIRCLE <br />24'1 <br />LOT_2 <br />EX SIDEWALK <br />EX. S/DtWAL/C <br />,,? (ENDS) <br />/ <br />Jrr <br />r <br />—r <br />/r <br />-- 5346 --�--� <br />5345 <br />5344 <br />5342 381- <br />/ <br />/ <br />EX. ASPHALT <br />TO REMAIN <br />l�r <br />EX. CULVERT <br />r___fir-__ -__ <br />N89`58'20"W 1751107 <br />EX SITE ENTRANCE <br />EXi <br />/ <br />5343,43 <br />- 3.34.3.1O± <br />MA7G'I 4-2,5 <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />J <br />.00 <br />i <br />In `' <br />i <br />ANS <br />J F <br />EX RETAINING WALL <br />EX. CURB, <br />GUTTER, & I <br />ATTACHED <br />S/DWALK <br />EAST LINE <br />SEC. 8 <br />EX RETAIN/NC WALL' <br />EX SIDEWALK <br />-PROPOSED HANDRAIL <br />PROPOSED 5' SIDEWALK <br />ii-- --,----- I 5344. 50- <br />J I <br />EX .SIGN <br />EX 15' UTILITY & <br />DRAINAGE EASEMENT <br />EX. 301 <br />1/2 ROW <br />Zt <br />NC <br />EX. TELEPHONE FED <br />EX SIDEWALK I <br />1/2 ROW <br />INLET <br />/ I <br />EX. ADA RAMP <br />DULANEY <br />archilecture <br />fDB").12, F_ Maplewood Avenue <br />\OTE TO CONTRACTORS. <br />by locca' <br />erg reers <br />'or any wsr-r‹. ,porlorrred <br />ourrrIts <br />LLJ <br />Lil <br />cD <br />00 <br />0 <br />DRAWN BY: <br />OWK <br />GRADING <br />PLAN <br />I GRADING PLAN O <br />1"=10" • <br />3 <br />