Laserfiche WebLink
DRAWING NUMBER <br />w <br />CC <br />CO <br />2 <br />c <br />DRAWING NUMBER <br />=o <br />w <br />z <br />z r <br />W � <br />O� <br />w <br />z <br />�c <br />Ui <br />oL <br />a� <br />O <br />LL <br />CD <br />H <br />CnW <br />Zr <br />u u: z <br />puLJ <br />Z <br />U <br />E <br />0 <br />CC C: <br />a <br />cn <br />4 24 60 <br />0 12 40 <br />Scale: 1" = 40' <br />1' Contour Interval <br />80 <br />LINE DATA TABLE <br />COURSE BEARING LENGTH <br />L1 S85°52'23"E 400.00' <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 />140.62' <br />88.98' <br />40.50' <br />101.30' <br />81.62' <br />546.32' <br />CURVE DATA TABLE <br />COURSE DELTA RADIUS LENGTH <br />C1 86°37'36" 25.00' 37.80' <br />C2 11°30'35" 1280.00' 257.13' <br />C3 90°00'00" 25.00' 39.27' <br />C4 21°03'18" 277.00' 101.79' <br />C5 10°17'56" 655.00' 117.74' <br />LEGEND <br />s <br />IiV <br />0 <br />.20— <br />N U — <br />EXIST. ELECTRICAL LINE <br />EXIST. GAS LINE <br />EXIST. SANITARY SEWER LINE <br />EXIST. STORM SEWER LINE <br />EXIST. TELEPHONE LINE <br />EXIST. WATER LINE <br />PROP. STORM SEWER LINE <br />(PRIVATE) <br />EXIST. CONTOUR LINE <br />PROP. CONTOUR LINE <br />PROP. BASIN LINE <br />PROP. 2' -"CATCH" CURB <br />AND GUTTER <br />PROP. 1' -"SPILL" CURB <br />AND GUTTER <br />EXIST. <br />EXIST. <br />EXIST. <br />EXIST. <br />PROP. <br />PROP. <br />FIRE HYDRANT <br />MANHOLE <br />TELEPHONE PEDESTAL <br />WATER VALVE <br />MANHOLE <br />DRAINAGE FLOW ARROW <br />DESIGN POINT <br />BASIN DESIGNATION <br />BASIN AREA IN ACRES <br />SUMMARY RUNOFF TABLE <br />DESIGN POINT BASIN 05 (cfs) 0100 (cfs) <br />1 A-1 2.2 4.7 <br />2 A-2 8.0 16.3 <br />3 B-1 3.1 6.7 <br />4 B-2 3.4 8.0 <br />5 C-1 0.1 0.5 <br />6 C-2 0.2 1.4 <br />• <br />ENGINEERING SERVICE COMPANY <br />ENGINEERS — SURVEYORS <br />Creative Solutions Since 1954 <br />1300 South Potomac Street, Suite 126, Aurora, Colorado 80012 <br />Office (303) 337-1393 Fax (303) 337-7481 <br />Drawer No.: <br />CP 273 <br />Date of Preparation: Date of Last Revision: <br />06/15/2006 10/02/2006 <br />._...5.. <br />- <br />_____L' - <br />/ <br />, <br />UE, <br />/-'PUBL/CRO <br />5 <br />/ <br />, <br />AMIN ISM ll <br />1i <br />/ <br />PROPOSED DETENTION & <br />WATER QUALITY POND <br />100,YR W.S.EL=5308.50 <br />/ <br />/ <br />/ <br />/ <br />/ <br />OIMMININIO <br />If <br />MINN <br />1 <br />It <br />1 <br />1 <br />1 <br />I'r lei.... L6 <br />• <br />\ <br />Hi. <br />71_4?491./CReutj <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 />- <br />-•• .••••••• <br />• <br />2' CATCH CURB & GUTTER <br />SCALE- 1 =1 ' <br />r 1.5" <br />4.5'i I 1' <br />0.5" <br />1' SPILL CURB & GUTTER <br />SCALE. 1'=1' <br />2' 2' <br />° <br />6' THICK <br />4' WIDE' CONCRETE'PAN <br />SCALE' 1'=1' <br />2' <br />2' <br />• <br />a <br />10" THICK <br />4' WIDE CONCRETE PAN <br />SCALE. <br />DRA/NAGESCHEDULE' <br />0 PROPOSED RIPRAP PAD <br />()PROPOSED 5' TYPE R INLET <br />O PROPOSED STORM SEWER (PRIVATE) <br />�4 PROPOSED TYPE 13 INLET <br />�5 PROPOSED 12" TRENCH DRAIN <br />0 PROPOSED STORM MH <br />pT PROPOSED FLARED -END SECTION <br />U8 PROPOSED OUTLET STRUCTURE <br />0 EXISTING STORM SEWER STUB <br />0 EXISTING 5' TYPE R INLET <br />11 PROPOSED STANDARD RAMP DRIVE (PER CITY OF LOUISVILLE STANDARDS) <br />0 PROPOSED 4' CONCRETE PAN (RE: DETAIL - 6" THICK) <br />13 PROPOSED 12" CONCRETE CHANNEL <br />CI PROPOSED RETAINING WALL <br />0 PROPOSED 4' CONCRETE PAN (RE: DETAIL - 10" THICK) <br />CI EXISTING STORM SEWER STUB TO BE PLUGGED AT THE MANHOLE AND REMOVED <br />EASEMENT SCHEDULE - <br />CI 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. <br />OTE <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 />0 <br />1:1 <br />0 <br />C.) <br />0 <br />ea <br />0 <br />0 <br />Efc <br />0 <br />0. <br />DATE <br />5-30-2006 <br />1- 31-2006 <br />10-11-2006 <br />CTC BOULEVARD AND TAYLOR AVENUE <br />IX Nt <br />LU N <br />J co <br />0 g <br />LU <br />0 <br />0 <br />0 <br />-J <br />0 <br />—J <br />-J <br />0 <br />FOR: FIRST INDUSTRIAL DEVELOPMENT SERVICES, INC. <br />PRELIMINARY <br />REv. PRELIMINARY <br />PLAtsNNG COMMENTS <br />G-1 <br />PRELIMINARY GRADING & <br />DRAINAGE PLAN <br />