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50.0' DRAINAGE <br />EASEMENT <br />EXISTING <br />DRAINAGE <br />CHANNEL <br />Os <br />CC CS <br />• Cd <br />o LI <br />00 <br />10.0' UTILITY <br />EASEMENT <br />50.:Q'.DRAINAGE <br />EASEMENT <br />ti <br />ti <br />r <br />I <br />r <br />_OT 1, CO _0 DO T -I _OGICA C 1:. \IT \IG \10. 2 E. D <br />3.A \I E U \1IT )EVEOAE\1T <br />GRADE @ BUILDING <br />CORNER <br />5309.39 <br />/GRADE.@: BUILDING <br />CORNER. <br />5309A0 <br />__SO° 054' <br />@n 22"W <br />1�- <br />EXISTING STORM INLET <br />• EXISTING DUAL 48" RCP STORM <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 />ETAINING WALL <br />10.Q'.UTILITY <br />EASEMENT <br />rimimmommimimme -- .674.89' <br />/ \ NO°-40' 00"E: <br />NO° 03' 27"W <br />490.01 <br />5 ;,. <br />EXISTING STORM MH <br />CTC BOULEVARD <br />60' R.D.W. <br />lan <br />— E— <4110-- E— E— - E— - <br />RETAINING WALLS --' <br />WITH GUARD RAILS <br />EXISTING 18" RCP STORM <br />XSD>- XSD> XSD>--- XSD> <br />GRADE @ -BUILDING <br />• CORNER- <br />5309.40 <br />n Ill 11111111E111E1111111 <br />1.574.4 irnrritv,+ivc, w r /Li • y, <br />& LANDSCAPE EASEMENT <br />r :;07 <br />S308 <br />REMOVE AND REPLACE EXISTING -, <br />EXISTING 18" RCP STORM SIDEWALK TO NEXT NEAREST <br />JOINT AT CURB CUT (TYP) <br />XSD>---- XSD> XSD> XSD> XSD- XSD> XSD> XSD> XSD> XSD> <br />tro <br />EXISTING STORM MH <br />XSD>---- XSD> XSD <br />• <br />J <br />CI <br />0 <br />o — <br />FILING 2 <br />LOT3 <br />EXISTING STORM SEWER <br />40.0DRAINAGE <br />& UTILITYEASEMENT <br />EXISTING STORM INLET <br />I! <br />EXISTING STORM INLET <br />EXISTING 18" RCP STORM <br />STUB TO BE ABANDONED <br />STORM <br />EXISTING 30" RCP STORM <br />XSD> <br />LEGEND: <br />PROPERTY LINE <br />'ilii'ziiriiiii.. PROPOSED BUILDING <br />EXISTING BUILDING <br />— PROPOSED EASEMENT <br />- EXISTING EASEMENT <br />PROPERTY SETBACK <br />PROPOSED ASPHALT <br />PROPOSED CONCRETE <br />PROPOSED SIDEWALK <br />5400 PROPOSED 5' CONTOUR <br />7,401 PROPOSED 1' CONTOUR <br />EXISTING 5' CONTOUR <br />EXISTING 1' CONTOUR <br />PROPOSED STORM LINE <br />EXISTING STORM LINE <br />PROPOSED STORM INLET <br />1^L-1 EXISTING STORM INLET <br />FLOW DIRECTION <br />PROPOSED SPOT GRADE <br />Ev25.25 EXISTING SPOT GRADE <br />/a SLOPE AND DIRECTION <br />HP HIGH POINT <br />LP LOW POINT <br />GB GRADE BREAK <br />:5400 <br />401®® <br />. ■ ■ . ■ . . . <br />SD> <br />XSD <br />(025.25 <br />NOTES: <br />1. ALL ELEVATION SPOTS ALONG CURB INDICATE <br />FLOWLINE 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 <br />GUARD <br />RAILING <br />GTW, PER <br />PLAN <br />5305 <br />5310 <br />FINISHED <br />/ GRADE <br />RETAINING <br />WALL RE: <br />SHEET 12 <br />FOR DETAIL <br />5300 5300 <br />Uf <br />GBW, PER -' <br />PLAN <br />5295 <br />1+00 <br />5295 <br />1+47 <br />RETAINING WALL SECTION A —A <br />H:1 "=30' <br />V:1 " = 3' <br />XSD <br />0 15 30 <br />i <br />SCALE: 1" = 30' <br />60 <br />J1 <br />w <br />c <br />U ccn <br />rn <br />0= <br />O 3 <br />N <br />SEAL: <br />600 Grant Street I Suite 210 I Denver, CO <br />FOR AND ON BEHALF OF PROOF CM CO. <br />DESCRIPTION <br />CITY COMMENTS <br />LLI C) CD CD <br />0 N ▪ CO <br />e- N <br />• VI 1.0 <br />zN <br />Lfi <br />N <br />O O <br />c- N <br />NO3 <br />o m 0 <br />z z w <br />Q <br />a▪ . 0 0 L.) <br />z Or <br />fs_I01 <br />^0 <br />z Q <br />(5 =Q <br />1 W 0_ <br />o <br />Q ON <br />O d <br />L.7 Qz <br />DC t� <br />O z <br />O " <br />V <br />LU <br />DRAWING NO. <br />3 <br />- J <br />O <br />-J <br />J <br />3 OF 12 <br />