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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />4 <br />0 <br />w <br />z <br />z�, <br />a <br />O Luca <br />Wz <br />z <br />.' <br />m <br />UW <br />O <br />¢¢ <br />a <br />0 <br />0 <br />O <br />z � <br />zc,, <br />• <br />aW <br />O? <br />z, <br />z� <br />.a <br />m' <br />UWi <br />00 <br />cc <br />0. <br />0 <br />LL <br />can <br />1 <br />cL <br />66 <br />in <br />U) <br />0 <br />03/30/2000 <br />Folders\99-061.05\Planning\PUD-2a.dwg <br />-F-' <br />u <br />0 <br />0 <br />LOT 13, BLOCK 8 <br />COLORADO TECHNOLOGICAL CENTER, FIRST FILING <br />PLANNED UNIT DEVELOPMENT <br />LOCATED IN SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST, OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />EXISTING <br />BUILDING <br />EXISTTNG <br />42" RCP <br />STORM SEER <br />lin I <br />45.0' DRAINAGE <br />EASEMENT <br />RADIUS = 470.00' <br />LENGHTH = 50.96' <br />DELTA = 06°12'44" <br />TAN = 25.50' <br />wv <br />s <br />W <br />RIM = 5334.49 <br />INV IN E = 5321.89 <br />INV OUT W = 5321.79 <br />S <br />N.T.S. <br />- 11.4' TO TBC <br />ISLAND CHASE <br />PROPOSED TRASH <br />ENCLOSURE <br />LI - W <br />003 <br />co o <br />rn <br />W <br />S <br />ozH <br />333' <br />o O <br />LU <br />LANDSCAPE <br />LOT 12, BLOCK 8 <br />DEVELOPED SITE <br />4 -FT CONCRETE PAN <br />sr� <br />1;. SPAC EES <br />(9'X19' <br />8 DEFERRED <br />SPACES <br />(9'X18') <br />S89°18'19"E <br />370.00' <br />30 <br />PACES <br />9'X17.:'') <br />BICYCLE <br />PARKING -N•,, <br />PUBLIC <br />ZONE <br />BOUNDARY <br />1 <br />SIDEWALK <br />CHASE <br />0 SPAES <br />- 9.3' TO TBC <br />ELECTRICAL <br />TRANSFORMER <br />PAD <br />LANDSCAPE <br />4 <br />to <br />2 -FT MEANDERING <br />CON RETE <br />PAN / COBBLES <br />8W (/ i$ <br />L�? <br />2" DOMESTIC <br />WATER SERVICE <br />EXISTING SANITARY MH <br />IM = 5327.78 <br />I V IN N = 5317.58 <br />i OUT S = 5317.38 <br />4 "SANITARY SERVIE <br />50 L.F. 'VC @ 2.0%3 <br />REMOVE <br />EXISTING <br />FENCE <br />EMPLOYEE <br />BREAK AREA <br />/4/7/1277' /7„/".7/07/7 <br />33.0' <br />29" x 45" RCP SIDE DRAIN <br />WITH CONCRETE FLARED <br />END SECTIONS AND RE- <br />MOVABLETTRASFf RAGKO. <br />S <br />LOT 12, BLOCK 3 <br />VACANT <br />-W <br />20.0' DITCH <br />- <br />EASEMENT <br />S <br />LANDSCAPE <br />N89°45'20"W <br />349.95' <br />W <br />30.0' <br />DETENTION <br />POND <br />MODIFIED <br />36"PIPE <br />OUTLET I <br />STRUCTUr <br />EXISTING <br />SANITARY <br />STUB OUT <br />14.0' UTILITY <br />EASEINT <br />EXISTING <br />Il18" RCP <br />r- STORM <br />SE\ VER <br />III <br />EXISTING <br />TYPIE R <br />INLET <br />PROPOSED <br />RETAINING WALL <br />(SEE DETAIL PUD -5) <br />MONUMENT <br />SIGN <br />W <br />CHERRY STREET <br />5 <br />S <br />EXISTING <br />8" PVC <br />SANITARY LINE <br />EXISTING <br />12" D.I.P. <br />WATER LINE <br />S <br />W <br />s <br />EXISTING <br />IRRIGATION STORM <br />SEPARATOR BOX <br />W <br />s <br />EXISTING <br />NG <br />8" PVC <br />SANITARY <br />SEVVER <br />46 L.F. 18" R <br />STORM SEW : R <br />EXISTING <br />DOMESTIC <br />STUB OUT <br />EXISTING <br />12" D.I.P. <br />WATER LINE <br />5' MEANCIr RING <br />SIDEWALK <br />ALONG T YLOR <br />AVE ONLl <br />141111618810411 <br />EXISTING <br />TYPE R <br />INLET <br />1 " C <br />W <br />LOT 9, BLOCK 3 <br />VACANT <br />EXISTING-SANh1LOfR -MI <br />RIM = 5324.24 <br />INVINN=5314.04 <br />INVINE=5314.94 <br />INV OUT W = 5314.84 <br />s <br />RADIUS = 23.0' <br />LENGTH = 35.95' <br />uEL i h kW -de -9 - <br />TAN = 22.82' <br />sem_ <br />406 01.1..M.61111.1.0 <br />LEGEND <br />AS APPLICABLE <br />PROPERTY LINE <br />EXISTING IMPROVEMENTS <br />EXISTING ASPHALT <br />PROPOSED IMPROVEMENTS <br />EXISTING CONTOURS <br />.00-6300�.. PROPOSED CONTOURS <br />S EXISTING SANITARY SEWER <br />EXISTING WATER LINE <br />EXISTING STORM SEWER <br />S PROPOSED SANITARY LINE <br />PROPOSED WATER LINE <br />EXISTING WATER VALVE <br />EXISTING FIRE HYDRANT <br />EXISTING STREET/PARKING LIGHT <br />EXISTING SANITARY MANHOLE <br />® EXISTING STORM MANHOLE <br />0 FOUND IRON PIN <br />PROPOSED DOOR <br />PROPOSED MONUMENT SIGN <br />PROPOSED TRANSFORMER PAD <br />CONCRETE <br />--`5300 <br />//7 <br />41412114544111 <br />LANDSCAPE COVERAGE <br />BUILDING COVERAGE <br />PAVEMENT COVERAGE <br />LANDSCAPE COVERAGE <br />PARKING <br />OVERALL BUILDING = 31,430 S.F. <br />23.8% <br />45.1 % <br />31.1 % <br />59.0% OFFICE = 18544 S.F. @ 4/1000 = 74.2 SPACES <br />49.0% WAREHOUSE = 12886 S.F. @ 1/1000 = 12.8 SPACES <br />TOTAL PROVIDED PARKING INCLUDING 5 HANDICAP = 87 SPACES <br />AVERAGE PARKING RATIO = 87/ 31,430 = 2.77 SPACES/ 1000 S.F. <br />11 <br />GRAPHIC SCALE <br />20 0 10 20 40 00 <br />(INS) <br />1 inch - 20 ft. <br />Future Engineering Inc. <br />Engineering Consultants and Surveyors <br />12741 E. Casey Ave., Suite 126 <br />Englewood, Colorado 80111 - (303) 649-9292 <br />FAX (303) 649-9499 <br />FINAL MYLAR SUBMITTAL <br />CITY COUNCIL SUBMITTAL <br />PLANNING COMMISSION SUBMITTAL <br />INITIAL PUD SUBMITTAL <br />0 0 0 0 <br />0) N .- c' <br />�[ tA * N <br />0 0 0 0 <br />0 <br />CO <br />0 <br />-I) <br />00 0) <br />58 <br />C) <br />M Q <br />W V- <br />1- <br />an <br />(0to <br />li <br />E • <br />W_ <br />CC <br />gi° ,44 <br />Um145 <br />0- <br />T <br />kw- O J <br />U <br />Designed <br />Drown <br />Checked <br />Reviewed <br />Dote <br />Project No. <br />JPC <br />JPC <br />LED <br />DMP <br />12/01/99 <br />99-061.05 <br />Drawing No. <br />PUD -2a <br />_ofA0 <br />0 <br />