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DILLON ROAD <br />• <br />N <br />FILING 2 <br />LOT6 <br />COLORADO TECHNOLOGY CENTER <br />739 SOUTH 104TH STREET <br />PLANNED UNIT DEVELOPMENT <br />REPEAT OF FILING 2, LOT 12 <br />LOUISVILLE, COLORADO <br />r <br />8 <br />EX. CURB & GUTTER <br />1 <br />P <br />L <br />EX. F.H. <br />1-90' 8" BEND <br />1-THRUST BLOCK <br />PRIVATE <br />S89 57'00 "W <br />15.50 L.F. 8" W/L <br />1-8"X6" TEE - <br />1-6" W.V. <br />1-8" W.V. <br />1-F.H. <br />2-THRUST BLOCK <br />PRIVATE <br />N00'03'00"W <br />10.80 L.F. 6" W/L <br />EX. 50' <br />CONSERVATION— <br />EASEMENT <br />10' UTILITY <br />EASEMENT <br />1-8"X6" TEE <br />1-6" W.V. <br />1-8" W.V. <br />1-F.H. <br />2-THRUST BLOCK <br />PRIVATE <br />N00'03'00"W <br />10.80 L.F. 6" W/L <br />1-45' 8" BEND \ <br />1-THRUST BLOCK \ <br />3 3 <br />R <br />1-45' 8" BEND \ <br />1-THRUST BLOCK <br />3 3 0 3 3 0 3 30 3 0 <br />3 <br />S89 57'00 "W <br />"23.00 L.F. 6" W/L <br />PRIVATE <br />7S 9 5 "00"W <br />23.00 L.F. 6" W/L <br />FILING 2 <br />LOT7 <br />v <br />30' DRAINAGE <br />FL & UTILITY <br />EASEMENT <br />1 <br />L <br />• <br />• <br />FILING 2 <br />LOT 8 <br />I -I <br />N00 03'00 "W <br />186.01 L.F. 8" W/L <br />PRIVATE <br />G <br />z <br />0 <br />1-8"X6" TEE <br />1-6" W.V. <br />1-8" W.V. <br />1-FH. <br />2-THRUST BLOCK <br />N00 03'00 "W <br />198 30 L.F. 8" W/L fir <br />PRIVATE <br />a <br />0 <br />—T--I—T—I— T--I—T—I— —T--1- <br />1 1 1 1 1 1 1 1 1 1 <br />1 1 1 I I 1 1 1 1 1 1 <br />0 <br />N00'03'00"W <br />1-8"X6" TEE-7 <br />1-6" W.V. <br />1-8" W.V. <br />1-FH. <br />2-THRUST BLOCK <br />H • <br />209.65 L.F. 8" W/L <br />PRIVATE <br />0 <br />—I— — T——I —T—I—--I 1--I—T—I—---I—T—I— <br />I I I I I I I I I I I I I I I <br />I I I I I I I I I I I I I I I I <br />BLDG. 2 <br />FF=5i 96.0 <br />0 <br />IJ J J L I J J L IJ J <br />I I I I I I I I I I I I <br />1 1 1 1 1 1 1 1 1 1 1 1 <br />1 1 1 1 I I I I I I 1 <br />L___ L—I—_L_-1—L-1-1-1-1—L— <br />a <br />PRIVATE <br />S00 03'00'E <br />127.87 L.F. 8" W/L <br />L I <br />1-8'X6" TEE <br />1- 6 " W, V <br />1-8" W.V. <br />1-F.H. <br />2-THRUST BLOCK <br />10' UTILITY <br />EASEMENT <br />A. EX. F.H. <br />EX. 12" W/L <br />0 <br />T--I—T—I——T--I- <br />1 1 1 1 1 1 1 <br />1 1 1 1 1 1 1 <br />J J J L J J J L IJ J <br />PHASE LINE <br />.............................................................. <br />1 1 1 1 1 <br />1 1 1 1 1 1 <br />1 1 1 1 1 <br />—I—_—L—IOl_L <br />—I— <br />0 <br />—l-1— <br />FILING 2 <br />LOT 12 <br />BLDG. 1 <br />FF=5295.40 <br />I I I I I <br />I I I I I I <br />I I I I I I <br />0 <br />PRIVATE <br />S89 57'00"W <br />21.57 L.F. 6'' W/L <br />PRIVATE <br />SOO 03'00 E <br />145.87 L.F. 8" W/L <br />tit' 0+`I� ;0 <br />+:tir:4:•iamb <br />3 <br />0 <br />RETAINING WALL <br />DRAINAGEWAY G <br />3 0 3 0 3 <br />0 <br />3 <br />SOUTHERN <br />DETENTION POND <br />0 <br />3 3 3 <br />0 <br />CONNECT TO EXISTING W/L <br />1-45' 8" BEND <br />1-THRUST BLOCK <br />1-8" W.V. <br />0 A X <br />EX. F. H.I <br />0 <br />7 <br />0 <br />—I——T--1—T—I--1— <br />I I I I I I <br />I I I I I I <br />L 1J J J L <br />L�—L—I—J—L�___ <br />1-8"x8TEE <br />1-8"x6 ' REDUCER <br />vr- <br />1-THRUST BLOCK <br />7/M „9 f7 fT 96 <br />co <br />co <br />N-6- <br />M <br />0 <br />—T—I--1—�-- <br />I I I I <br />I I I I <br />J J L <br />1I-- <br />I I I I <br />I I I I <br />——L__I—L- <br />0 <br />PRIVATE <br />NOO 03'00"W <br />fi PRIVATE <br />� S89 57'00"W <br />21.55 L.F. 6" W/L <br />132.12 L.F. 6" W/L <br />� <br />1 <br />1-90' 6" BEND <br />1- THRUST BLOCK <br />i-s";W.V� <br />0 0 <br />3-7 <br />RETAINING WALL <br />EX. 54' LANDSCAPE <br />& PUBLIC USE <br />EASEMENT <br />\-EX. 8" W/L <br />• <br />1-45' 8" BEND <br />1-THRUST BLOCK <br />PRIVATE <br />S45'00'38"E <br />47.55 L.F. 8" W/L <br />1 \ <br />3 <br />104TH STREET <br />NORTHERN <br />DETENTION POND <br />0 0 <br />3 <br />0 <br />- <br />mco <br />oo <br />UTILITY & <br />ACCESS <br />EASEMENT <br />1-11 1/4' 8" BEND <br />1-22 1/2' 8" BEND <br />1-THRUST BLOCK <br />PUBLICLY OWNED / PRIVATELY MAINTAINED <br />S89'13'52"E <br />49.09 L.F. 8" W/L <br />0 <br />0 <br />0 0 <br />_1 3 3 3 3 <br />3 <br />1-90' 8" BEND <br />1-THRUST BLOCK <br />PUBLICLY OWNED / PRIVATELY MAINTAINED <br />N00 46'08' E <br />EX. 12" W/L 43.15 L.F. 8" W/L <br />W <br />H <br />0i <br />PUBLICLY OWNED / PRIVATELY MAINTAINED <br />FS(0 <br />00 <br />0 <br />0 <br />0) <br />2 <br />"N-1-90' 8" BEND <br />1-THRUST BLOCK <br />P <br />EX. F. H.' <br />UTILITY & <br />ACCESS <br />EASEMENT <br />PRIVATE <br />SOO 03'00' E <br />20.26 L.F. 6" W/L <br />1-8'X6" TEE <br />1-6" W.V. <br />1-8" W.V. <br />1-F.H. <br />2-THRUST BLOCK <br />FILING 2 <br />LOT 13 <br />UTILITY & <br />ACCESS <br />EASEMENT <br />1-11 1/4' 8" BEND <br />1-22 1/2' 8" BEND <br />1-THRUST BLOCK <br />LEGEND <br />• <br />A <br />N <br />AL <br />w <br />S <br />El <br />Manhole <br />Thrust Block <br />Water Valve <br />Fire Hydrant <br />Plug <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Water Service <br />Sewer Service <br />Storm Sewer Manhole <br />5' Type 'R' Inlet <br />Type 13 Inlet <br />Type 13 Combination <br />Curb Inlet <br />Stormline <br />(width varies) <br />NOTE: THE PROPOSED 8" WATERLINE BETWEEN THE EXISTING 12 <br />INCH MAIN IN 104TH STREET AND THE PROPOSED WATER SERVICE <br />OF BUILDING 2 WILL BE PUBLICLY OWNED AND PR/VA TEL Y <br />MAINTAINED. ALL OTHER 8" LINES WILL BE PRI VA TEL Y OWNED <br />AND MAINTAINED. <br />PUBLICLY OWNED / PRIVATELY MAINTAINED <br />S60 08'10'E <br />45.60 L.F. 8" W/L <br />x <br />z <br />• <br />EX. 8" S/L <br />EX. UTILITY BOX <br />CONNECT TO EXISTING W/L <br />1-12"x8" REDUCER <br />1-GATE VALVE <br />1-THRUST BLOCK <br />SCALE: 1" = 30' <br />30 0 15 30 <br />60 <br />/<\ 72 HOURS BEFORE YOU DIG <br />CALL THE UTILITY NOTIFICATION <br />CENTER OF COLORADO (U.N.C.C.) <br />1-800-922-1987 <br />GAS, ELECTRIC, TELEPHONE, CATV AND <br />PANHANDLE EASTERN PIPELINE LOCATIONS <br />739 SOUTH 104TH STREET <br />REPLA T OF CTC FILING 2, <br />LOT 12 <br />UTILITY PLAN <br />SCALE HOR. 1 "=30' <br />VERT. N/A <br />DESIGN/APPR. JJ <br />DRAWN BY HK <br />DATE 08/31/09 <br />HURST & ASSOCIATES, INC. <br />FILE G: \24262\PUD\262-PUD-MU <br />CONSULTING ENGINEERS <br />4999 Pearl East Circle, Suite 106 <br />Boulder, Colorado 60301 (303) 449-9105 <br />SHEET C2 <br />