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EX STORM SEWER <br />MANHOLE <br />R/M=5304.62E <br />co <br />w�— w <br />0 <br />ST <br />ss <br />EX STORM SEWER <br />MANHOLE <br />R/M=5304.21E <br />EX SANITARY SEWER <br />MANHOLE <br />RIM=5304.14i. <br />/NV (N)=5291.94E <br />/NV (W)=5291.89f <br />/NV (5)=529184.1- <br />EX 8" DIA. <br />PVC SANITARY <br />SEWER MAIN <br />EX 12" D/A. <br />PVC WATERLINE <br />EX. 2" DIA. WATER <br />SERVICE STUB OUT <br />(TO BE ABANDONED) <br />EX SAN/TARY <br />SEWER MANHOLE <br />RIM = 5302.12E <br />/NV /N=5290.97E <br />/NV OUT=5290.911 <br />IN V.6"=5291.47E <br />CORE DRILL INTO <br />EX. MANHOLE & BREAK <br />OUT SMALL OPENING <br />AS REQUIRED TO INSERT <br />NEW WATER STOP GASKET <br />& 6" DIA. SERVICE LINE. <br />CHIP BENCH TO FORM SMOOTH <br />CONTINUOUS INVERT IN BASE. <br />USE NON —SHRINK, NON—METTALLIC <br />GROUT (3M 5600 OR EQUAL) <br />TO FINISH INVERT & SEAL <br />EX FIRE HYDRANT <br />EX STREET LIGHT <br />L=83.18' <br />R=320.00' <br />"=14'53'37" <br />CH=N7'14'01"W <br />82.95' <br />EX 8" D/A. <br />PVC SAN/TARY <br />SEWER MAIN <br />EX 4' LANDSCAPE EASEMENT <br />PER RECORDED PLAT <br />EX 10' UTILITY EASEMENT <br />PER RECORDED PLA T <br />EX 6" DIA. SANITARY <br />SEWER SERVICE STUB OUT <br />(TO BE ABANDONED) <br />L=15.19' <br />R=480.00' <br />'.=01'48'49" <br />CH=N13'46'25"W <br />15.19' <br />PROPOSED 8"x6" <br />CUT IN SWIVEL TEE <br />& 6" GATE VALVE <br />W/THRUST BLOCK <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />811 <br />ST <br />PROPOSED 100 <br />LF 6" DIA. DIP <br />WATER LINE <br />EX SANITARY <br />SEWER MANHOLE <br />RIM = 5298.76E <br />/NV /N=5289.461- <br />/NV OUT=5289.36f <br />CALL 3—BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG, GRADE, OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTILITIES. <br />L=39.27' <br />R=25.00' <br />"=90'00'00" <br />CH=N4512'47"E <br />35.36' <br />EX STORM INLET MANHOLE <br />R/M=5303.82E <br />EX STORM SEWER <br />MANHOLE <br />R/M=5303.67E <br />w <br />ST <br />ST <br />EX 12" DIA. EX 42" DIA. <br />rPVC WATERLINE RCP STORM SEWER <br />i <br />PROPOSED 1-1/2" <br />TAPPING SADDLE <br />PROPOSED 1" <br />TAPPING SADDLE <br />PROPOSED 8"x4" CUT <br />IN SWIVEL TEE <br />& 4" GATE VALVE <br />W/THRUST BLOCK <br />PROPOSED 8"x6" CUT IN <br />SWIVEL TEE & 6" GATE <br />VALVE W/THRUST BLOCK <br />PROPOSED 113 LF 6" <br />i— DIA. DIP WATER LINE <br />EX STORM <br />SEWER MANHOLE <br />R/M=5296.36E <br />EX. STORM <br />SEWER STUB OUT <br />r (TO BE ABANDONED) <br />EX 10' UTILITY EASEMENT EX <br />PER RECORDED PLAT 1 <br />PROPOSED MONUMENT SIGN <br />O2 <br />w <br />ST <br />ST <br />4' LANDSCAPE EASEMENT <br />PER RECORDED PLA T <br />DOGWwOOD ST.w <br />w <br />ST S <br />PROPOSED 36 LF 1" TYPE K COPPER. ;<< <br />IRRIGATION SERVICE LINE—t : <br />!� l S89'47'13' 444.66' <br />EX STREET L/GHT <br />PROPOSED0-1" WATER METER & CURB STOP <br />PROPOSED 120 LF 01.0% MIN. <br />OF 6" DIA. PVC SDR-35 <br />SANITARY SEWER SERVICE <br />�" RD 3 _ <br />PROPOSED WATER METER,--- <br />P.R.V. & BACKFLOW DEVICE <br />INSIDE BUILDING AT <br />WATERLINE ENTRANCE <br />PROPOSED GAS METER BANK <br />PROPOSED AREA INLET — <br />WITH GRATE (TYP.) <br />TYPICALLY INDICATES 8" - <br />DIA. PVC STORM DRAIN <br />TYPICALLY INDICATES- <br />6" DIA. PVC ROOF DRAIN <br />PROPOSED BUILDING <br />FINISHED FLOOR <br />ELEV.=5298.00 <br />TYPICALLY INDICATES <br />6" DIA. PVC ROOF DRAIN <br />PROPOSED TYPE-13 <br />STORM INLET <br />PROPOSED 18" DIA. <br />PVC STORM DRAIN <br />PROPOSED LIGHT <br />BOLLARD (TYP.)-. <br />PROPOSED \/ <br />STORM MANHOLE <br />PROPOSED 18" DIA. <br />PVC STORM DRAIN <br />PROPOSED;„;; <br />EI RE f H YDRA <br />EX SHARED DR/VEWA Y EASEMLNI -G <br />�REC. NO. 2116409 <br />N8914'00"W 412.71' <br />LOT 1, BLOCK 3 <br />THE PARK AT CTC <br />EX BUILDING <br />I' �•••••• [I PRO <br />ELE <br />TRA <br />E <br />PROPOSED <br />,-STORM MANHOLE .. <br />SOUTH LINE OF THE NE 1/4 <br />OF SECT/ON 16, TOWNSHIP 1S, <br />RANGE 69W OF THE 6TH P.M. <br />w <br />Ft- <br />ST <br />w <br />FOC <br />PROPOSED <br />ELECTRIC <br />SERVICE <br />PROPOSED w <br />SIDEWALK <br />CULVERT <br />J <br />1 <br />PROPOSE) <br />STORM <br />MANHOLE'' <br />FUTURE <br />-n BUILDING <br />II <br />it <br />II <br />W <br />1 <br />1 <br />1 — PROPOSED PARKING <br />LOT LIGHT (TYP.) <br />w <br />w— <br />ST ST <br />r- EX TELEPHONE, BOX <br />EX FIRE <br />HDYRANT <br />EX TELEPHONE PEDESTAL <br />EX CABLE TV PEDESTAL <br />EX. 8" <br />DIA. PVC <br />WATERLINE <br />—PROPOSED ,,,i <br />GAS SERVICE <br />PROPOSED 24" <br />DIA. PVC <br />STORM DRAIN <br />W/ADS FLARED <br />END SECTION <br />PROPOSED TYPE-16 <br />STORM INLET <br />- • <br />T 1 <br />W <br />PROPOSED <br />STORM WATER <br />DETENTION <br />POND <br />1 <br />1 <br />- - --t <br />EX. STORMWA TER <br />\ DETENTION POND <br />EX EDGE OF ASPHAL T <br />1-- <br />LOT 3, BLOCK 3 <br />THE PARK AT CTC <br />PROPOSED PARKING <br />LOT LIGHT (TYP.) <br />PROPOSED <br />TRASH <br />ENCLOSURE <br />EX FIRE <br />HDYRANT <br />0 M <br />- --PROPOSED 15" DIA. <br />PVC STORM DRAIN <br />PROPOSED <br />RETAINING WALL <br />PROPOSED 15" DIA. <br />PVC STORM DRAIN <br />W/ADS FLARED <br />END SECTION <br />EX 18 DIA. RCP <br />STORM DRAIN <br />EX OUTLET STRUCTURE <br />(TO BE MUD/F/ED) & 30" <br />DIA. RCP 0 7UTLET PIPE <br />r <br />G <br />Y <br />30 20'10 0 <br />1 <br />30 60 <br />SCALE:;' <br />LEGEND <br />PROPERTY LINE <br />EX SANITARY SEWER. <br />EX WATER LINE <br />EX GAS LINE. <br />EX FIBER OPTIC CABLE <br />EX BUR/ED ELECTRIC L/NE <br />EX STORM LINE <br />EX F/RE HYDRANT. <br />EX WATER VALVE <br />EX WATER METER. <br />EX MANHOLE <br />EX L/GHT POLE <br />PROPOSED STORM SEWER <br />EX 8" PVC t5sAN. SEWER <br />EX 8" "A TER <br />PROPOSED SANITARY SEWER <br />PROPOSED WATER LINE <br />PROPOSED GAS UNE <br />PROPOSED BURIED ELECTRIC UNE <br />PROPOSED BURIED TELEPHONE UNE <br />PROPOSED CABLE TV LINE cN <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER VALVE <br />PROPOSED TYPE 13 AREA INLET <br />PROPOSED 18" AREA INLET <br />PROPOSED MANHOLE . <br />PROPOSED LIGHT POLE <br />PROPOSED LIGHT BOLLARD <br />PROPOSED ROOF DRAIN <br />0 <br />FOC <br />E <br />EX 18" RCP STORM <br />—ST CT <br />V <br />O <br />PVC <br />6"PVC <br />12"PVC <br />0 <br />EX CONCRETE. <br />PROPOSED CONCRETE <br />PROPOSED ASPHALT <br />i <br />• <br />• <br />RD <br />CITY OF LOUISVILLE <br />APPROVAL <br />THIS DOCUMENT WAS REVIEWED FOR CONFORMANCE <br />WITH CITY OF LOUISVILLE DESIGN AND CONSTRUCTION <br />STANDARDS. CITY APPROVAL DOES NOT RELIEVE OWNER, <br />DESIGN ENGINEER OR CONTRACTOR OF RESPONSIBILITY TO <br />CORRECT ERRORS OR OMISSIONS RELATING TO THIS <br />DOCUMENT. <br />BY: <br />DATE: <br />DOCUMENT APPROVAL EXPIRES: <br />PREPARED BY: <br />-----✓ter-�-�- <br />DREXEL, BARRELL & CO. <br />Engineers • Surveyors <br />1800 38TH STREET <br />BOULDER, COLORADO 80301 <br />CONTACT: CAMERON KNAPP, P.E. <br />(970) 351-0645 <br />BOULDER • GREELEY <br />COLORADO SPRINGS <br />PREPARED FOR: <br />JM ASSOCIATES INC. <br />ARCHITECTURE/PLANNING <br />P.O. BOX 18390 <br />BOULDER, CO. 80308 <br />(303) 449-1887 <br />CONTACT: JERRY MOORE <br />ISSUE DATE <br />CITY RESUBMITTAL 10/14/16 <br />RESUBMITTAL #2 11/21/16 <br />DESIGNED BY: <br />DRAWN BY: <br />CHECKED BY: <br />FILE NAME: <br />CWK <br />MAB <br />CWK <br />UTO1 <br />DRAWING SCALE: <br />HORIZONTAL: 1" = 30' <br />VERTICAL: N/A <br />UTILITY PLAN <br />PROJECT NO. 20965-01 BLCV <br />C3 <br />