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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />{ <br />4 24 60 <br />I I I <br />0 12 40 <br />Scale: 1" = 40' <br />80 <br />L/NEDATA TABLE <br />COURSE BEARING <br />L1 S85°52'23"E <br />L2 S00°45' 13"W <br />L3 S10°45'22"E <br />L4 S79° 14'38"W <br />L5 N79°42'04"W <br />L6 S90°00'00"W <br />L7 N00°00'00"W <br />LENGTH <br />400.00' <br />140.62' <br />88.98' <br />40.50' <br />101.30' <br />81.62' <br />546.32' <br />CURVE DATA TABLE <br />COURSE <br />Cl <br />C2 <br />C3 <br />C4 <br />C5 <br />DELTA <br />86'37'36" <br />11°30'35" <br />90°00'00" <br />21°03'18" <br />10°17'56" <br />RADIUS LENGTH <br />25.00' 37.80' <br />1280.00' 257.13' <br />25.00' 39.27' <br />277.00' 101.79' <br />655.00' 117.74' <br />LEGEND <br />—E— — EXIST. ELECTRICAL LINE <br />—C— — EXIST. GAS LINE <br />—ss— — EXIST. SANITARY SEWER LINE <br />—STS— — EXIST. STORM SEWER LINE <br />—T— — EXIST. TELEPHONE LINE <br />—W— — EXIST. WATER LINE <br />w <br />0 <br />0 <br />Ixi <br />PROP. STORM SEWER LINE <br />(PRIVATE) <br />PROP. <br />PROP. <br />EXIST. <br />EXIST. <br />EXIST. <br />EXIST. <br />PROP. <br />SANITARY SEWER LINE <br />WATER LINE <br />FIRE HYDRANT <br />MANHOLE <br />TELEPHONE PEDESTAL <br />WATER VALVE <br />MANHOLE <br />ENGINEERING SERVICE COMPANY <br />ENGINEERS - SURVEYORS <br />Creative Solutions Since 1954 <br />1300 South Potomac Street, Suite 128, Aurora, Colorado 80012 <br />Office (303) 337-1393 Fax (303) 337-7481 <br />Drawer No.: of Preparation: Date of Last Revision: <br />CP -273 I <br />06/15/2006 10/02/2006 <br />-STS— <br />01 <br />—STS— <br />E4 1 <br />I <br />•11 <br />BEFORE YOU DIG <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />1-800-922-1987 <br />WWW.UNCC.ORG <br />CALL 2 BUSINESS DAYS IN ADVANCE BEFORE <br />YOU DIG, GRADE, OR EXCAVATE FOR THE <br />MARKING OF UNDERGROUND MEMBER UTILITIES <br />&a- <br />------------ <br />—SS --- <br />-S TS— <br />____.SS____---STS--- <br />1' <br />172. <br />�gq._..__ss- <br />TAVDN UE <br />---------------- <br />"•"'" <br />---STS---- <br />w--- <br />- ------------------ <br />z_ <br />5 <br />_J <br />m� <br />W <br />m u - <br />a <br />a. <br />I <br />S1S- <br />—SS <br />---STS--- <br />B. <br />■ <br />I <br />II i <br />Ilf <br />11 <br />II <br />u <br />i l! <br />tt <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 \;1 <br />,'1 1 <br />� ,u, 1 1 <br />1 ' !I 11 1 <br />3 'tip 1 1 <br />;\„ \ \ <br />'\ 1 <br />t ,t,' 1 , <br />�„ ,,,1 1 <br />��• y t <br />' 1 <br />N ''.1; 1 1 <br />tc, <br />n,,\,,, v 1, <br />. 114, ttt,: 1 1 <br />� •�t <br />\ `t' 1 1 <br />\\ <br />'1 11 <br />A it 1 <br />1 ‘ <br />\ \I <br />`,,,1 1 <br />t- tN 1 1 <br />1 'ttt <br />1 <br />I 1 <br />fit,; 1 <br />, \ A\ \\ 1 <br />\ i'll'i ‘\ \ II ‘ <br />—T <br />M = h L6 <br />—ss— <br />— O --ST <br />SS ----- <br />—S TS <br />s-- <br />---STS <br />J -STS <br />SS <br />i <br />_ <br /></60'PUBL/CAOiri <br />_ <br />W <br />- <br />1 <br />1/T/L/7YSCHEDULE.' <br />1� PROPOSED RIPRAP PAD <br />02 PROPOSED 5' TYPE R INLET <br />O PROPOSED STORM SEWER (PRIVATE) <br />O4 PROPOSED TYPE 13 INLET <br />®PROPOSED 12" TRENCH DRAIN <br />�6 PROPOSED STORM MH <br />O PROPOSED FLARED -END SECTION <br />C8 PROPOSED OUTLET STRUCTURE <br />® EXISTING STORM SEWER STUB <br />0 EXISTING 5' TYPE R INLET <br />CI EXISTING SANITARY SERVICE STUB (PER HURST & ASSOCIATES DESIGN PLANS) <br />0 PROPOSED SANITARY SERVICE LINE <br />CI EXISTING WATER SERVICE STUB (PER HURST & ASSOCIATES DESIGN PLANS) <br />0 PROPOSED WATER VALVE AT CONNECTION TO EXISTING STUB <br />0 PROPOSED WATER SERVICE LINE W/ INTERNAL WATER METER <br />16 EXISTING WATER MAIN STUB <br />0 PROPOSED FIRE LINE <br />CI EXISTING STORM SEWER STUB TO BE PLUGGED AT THE MANHOLE AND REMOVED <br />(LOCATION OF THE MANHOLE AND SEWER STUB PER HURST & ASSOCIATES DESIGN <br />PLANS, NOT SHOWN ON THE CITY AS -BUILT DRAWINGS) <br />0 EXISTING WATER SERVICE STUB TO BE ADANDONED AT MAIN <br />(LOCATION PER HURST & ASSOCIATES DESIGN PLANS) <br />0 EXISTING SANITARY SERVICE STUB TO BE ADANDONED AT MAIN <br />(LOCATION PER HURST & ASSOCIATES DESIGN PLANS) <br />EASEMENT SCHEDULE' <br />0 EXISTING 10' DRAINAGE & UTILITY EASEMENT, (REC. NO. 21 12641) <br />E2 EXISTING 4' LANDSCAPE EASEMENT, (REC. NO. 21 12641) <br />E3 EXISTING 10' UTILITY EASEMENT, (REC. NO. 21 12641) <br />E4 EXISTING 20' DRAINAGE & UTILITY EASEMENT, (REC. NO. 21 12641) <br />E5 PROPOSED 15' TEMPORARY CONSTRUCTION EASEMENT <br />NOTE - <br />1. ALL ONSITE STORM SEWER IS PRIVATE. <br />BENCHMARK' <br />ALL EXISTING SURVEY INFORMATION WAS PROVIDED BY HURST & ASSOCIATES, <br />INC. WITH THE FOLLOWING BENCHMARKS: <br />A PROPERTY PIN & CAP BETWEEN LOTS 3 AND 4 WITH AN ELEVATION OF 5311.46 <br />A PROPERTY PIN & CAP BETWEEN LOTS 5 AND 1 WITH AN ELEVATION OF 5307.35 <br />PLEASE CONTACT JOSH JORGENSON WITH HURST & ASSOCIATES, INC DIRECTLY <br />WITH ANY QUESTIONS AT 303.591.5267. <br />MS -7140 <br />a <br />2 z <br />0 a <br />1.1 <br />�a <br />II <br />Do <br />� <br />MZ <br />Wbth <br />H. wzZ RI <br />LOTS 3 AND 4, BLOCK 5 <br />DATE <br />5-30-2006 <br />6-I-2006 <br />6 -8- 2006 <br />1-31-2006 <br />10-11-2006 <br />CTC BOULEVARD AND TAYLOR AVENUE <br />ce <br />J <br />0 <br />0 <br />W <br />F� <br />.J <br />W <br />N <br />0 <br />0 <br />0 <br />Ui <br />-J <br />-J <br />N <br />0 <br />et <br />Os, <br />N N <br />✓ CO <br />Ooo <br />C) <br />O M <br />OM <br />O <br />— ILL <br />N*UN* <br />Z co <br />O °° <br />F- 00 <br />W N <br />�M <br />▪ M <br />Z <br />CifW <br />V <br />W <br />U) <br />z <br />W <br />a <br />0 <br />W <br />G <br />4 <br />H <br />N <br />G <br />z <br />IN <br />0 <br />PRELIMINARY <br />REV. PRELIMINARY <br />REV. PRELIMINARY <br />PLANNING COMMENTS <br />CITY COWCIL NEARING <br />U-1 <br />PRELIMINARY UTILITY PLAN <br />