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Boulder County, CO <br />03919483 <br />3 of 12 <br />50.0' DRAINAGE <br />EASEMENT�~-- <br />EXISTING <br />DRAINAGE <br />CHANNEL <br />p <br />0.0:U11L1TY <br />'EASEMENT <br />I <br />41 <br />1 <br />I <br />rn <br />cn <br />:50.07:DRAINAGE j <br />EASEMENT r <br />N <br />4 <br />y <br />1' V EXISTING STORM INLET <br />EXISTING DUAL 48" RCP STORM <br />LOT 1, COLORADO TECHNOLOGICAL CENTER FILING NO. 2 REPEAT D LEGENo <br />PLANNED UNII DEVELOPMENT <br />THE COMBINATION OF LOT 1 AND LOT 2, COLORADO TECHNOLOGICAL CENTER FILING NO. 2, <br />LOCATED IN THE SOUTHEAST ONE -QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />UNINCORPORATED <br />BOULDER COUNTY <br />PARCEL <br />r� <br />/GRADE BUILDING <br />CORNER .. <br />5309A0: <br />rr� <br />- 1ETAINING WALL <br />• <br />s• <br />1a.4':U.TII.ITY <br />EASEMENT <br />674.89' <br />NO° 40r 00"E <br />f PROPOSED BUILDING <br />(FF = 5309A(Y) <br />-z� <br />[pad <br />NO°03'27'W <br />-t 1 490.01'1 <br />•�.5 �5 t., <br />EXISTING STORM MH <br />CTC BOULEVARD <br />60' R.O.W. <br />IM <br />U <br />—4C— —�—/- <br />RETAINING WALLS <br />WITH GUARD RAILS <br />TIIS77NLi"18" RCP STORM <br />r <br />II <br />AtakiAlit&Allai <br />GRADE.-@! :BUILDING <br />CORNER- <br />5.309,40 <br />GRADE 9 BUILDING <br />CORNER <br />5309.40 <br />.V• LliMtiVMuct:ulIL!7.rt <br />& LiANDSCAPEEASEMENT <br />EXISTING 18" RCP STORM <br />XSD>--XSD> x5D>--- - XSD>-� XSD>- / XSD)- XSD>-- XSD>— <br />REMOVE AND REPLACE EXISTING <br />SIDEWALK TO NEXT NEAREST <br />JOINT AT CURB CUT (TYP) <br />XSV» — XSD> xsrsy ---- XSD> <br />r <br />5307- <br />5308 , f <br />l <br />EXISTING STORM MH <br />XSD>— XSD)— XSD>-- XSD <br />FILING 2 <br />LOT 3 <br />EXISTING STORM SEWER <br />ErT> <br />410.0' DRAINAGE UTILITYEiASEMENT <br />EXISTING STORM INLET <br />EXISTING STORM INLET <br />EXISTING 18" RCP STORM <br />STUB TO BE ABANDONED <br />EX►STING 2d" Rra crlRM <br />EXISTING 30" RCP STORM <br />5400 <br />5401 <br />-"` 5400 — <br />SD> <br />XSD> <br />NI <br />22_ <br />4525.25 <br />2.0096 <br />HP <br />LP <br />GB <br />PROPERTY UNE <br />PROPOSED BUILDING <br />EXISTING BUILDING <br />PROPOSED EASEMENT <br />EXISTING EASEMENT <br />PROPERTY SETBACK <br />PROPOSED ASPHALT <br />PROPOSED CONCRETE <br />PROPOSED SIDEWALK <br />PROPOSED 5' CONTOUR <br />PROPOSED 1' CONTOUR <br />EXISTING 5' CONTOUR <br />EXISTING 1' CONTOUR <br />PROPOSED STORM LINE <br />EXISTING STORM LINE <br />PROPOSED STORM INLET <br />EXISTING STORM INLET <br />FLOW DIRECTION <br />PROPOSED SPOT GRADE <br />EXISTING SPOT GRADE <br />SLOPE AND DIRECTION <br />HIGH POINT <br />LOW POINT <br />GRADE BREAK <br />NOTES: <br />1. ALL ELEVATION SPOTS ALONG CURB INDICATE <br />FLOWUNE ELEVATION UNLESS OTHERWISE <br />INDICATED. <br />2. PROPOSED ACCESSIBLE PARKING SPOTS SHALL <br />HAVE 2.0% MAX SLOPE IN ANY DIRECTION. <br />3. ON -SITE STORM FACILITIES SHALL BE <br />MAINTAINED BY THE PROPERTY OWNER. <br />4. DAMAGES TO THE STREET LIGHT ON THE <br />NORTHWEST SIDE OF THE SITE, CAUSED BY USE OF <br />EASEMENT FOR DRAINAGE OR UTILITY PURPOSES, <br />SHALL BE REPAIRED BY PROPERTY OWNER. <br />5310 5310 <br />GUARD <br />RAILING <br />GTW, PER — <br />PLAN <br />5305 <br />FINISHED <br />I GRADE <br />5305 <br />EXISTING <br />GRADE <br />RETAINING <br />WALL RE: <br />SHEET 12 <br />FOR DETAIL <br />5300 5300 <br />V� <br />j <br />GBW, PER <br />PLAN <br />5295 5295 <br />1+00 1+47 <br />RETAINING WALL SECTION A -A <br />H.1 "= 30' <br />V:1"=3' <br />600 Grant Street I Suite 210 I Denver, CO <br />SEAL: <br />FOR AND ON BEHALF OF PROOF CIVIL CO. <br />z <br />0 <br />U7 a <br />z <br />O <br />Lin <br />z z z <br />I -1 LLI W W <br />w O O O <br />U V U <br />U U U <br />0 <br />Z <br />0 <br />a <br />O 0 <br />z <br />Q <br />J <br />r0 <br />V <br />z <br />ICI <br />0 <br />c <br />m <br />laa <br />w <br />LU s u <br />a <br />O 0 Li <br />DRAWING NO. <br />3 <br />3 OF 12 <br />0 <br />0 <br />0 <br />0 <br />SCALE: 1" = 30' <br />