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Boulder County, CO <br />04093401 Page 8 of 14 <br />380 SOUTH TAYLOR AVENUE <br />PLANNED UNIT DEVELOPMENT - SET IN STONE <br />COLORADO TECHNOLOGICAL CENTER <br />LOT 18 BLOCK 6 <br />CASE #: PUD-000512-2024 <br />12" W <br />G <br />EX <br />ST <br />INL <br />I" PVC SIL <br />CD to <br />CO <br />w <br />Z <br />w <br />O <br />J <br />I <br />C'> <br />GA <br />VAL EVE'" F- <br />-w— <br />CURB STO <br />& METER <br />S <br />GATE <br />VALVE <br />c CD <br />CURB STO <br />& METER <br />- — — — —5— <br />C� 12" SD <br />C, <br />C9 <br />C9 <br />0 <br />U <br />0U <br />0 CP <br />VAL <br />V LT <br />-t <br />14' UTILITY EASEMENT <br />AC^-NEWFIRE— — <br />— 1"—NEUIL R — <br />w <br />H �q^ —NEW SE <br />G--- — — NEW <br />w <br />I- <br />co <br />I— <br />z <br />a <br />SPILL CURB <br />SPILL CURB <br />co <br />Z <br />5 <br />a <br />[NENY6AS <br />I <br />1 — NEW-WAT <br />4L _r NEW fIRE <br />131 — t NEWTRRIG- <br />IVw <br />W+ 4"— <br />:'.TG w <br />PORN w <br />N.ET <br />EXISTING 36" SD <br />12" W <br />—NEW-SEWER - <br />I <br />GRASS SWALE <br />2% TO POND <br />6" PVC" <br />ROOF <br />DRAIN <br />i <br />10' 6L I CSHI:IC HIV./ rLHP i /AmfiA <br />ROOF DRAIN <br />NORTH BUILDING 'B' <br />SPILL CURB <br />2' CONCRETE PAN <br />LOADING <br />rir <br />M <br />STER UTILITY PL <br />E. WAYNE WENTWORTH <br />CIVIL ENGINEERING DESIGN <br />202 MAIN STREET, SUITE 4 <br />LONGMONT, COLORADO 80501 <br />PHONE 303-775-7962 <br />DATE SCALE <br />6/16/24 NOTED <br />1WIDE <br />CCNCRETE <br />TRICKLE <br />CHANNEL <br />6" PVC INCREASE <br />ROOF TO 8" PVC <br />DRAIN ROOF DRAIN <br />/4" PVC ROOF DRAIN <br />i <br />co <br />z <br />*C <br />0 <br />1 <br />CATCH CURB <br />SPILL CURB <br />1 <br />ME ER <br />SOUTH BUILDING 'A' <br />6" PVC <br />ROOF <br />DRAIN N <br />UGE� —LE- <br />—UGE —TELE <br />E <br />—UGE Li SE <br />----TELL <br />TELE <br />P" PVC SL <br />LOADING <br />1 30' BUILDING SETBACK AND PLANT AREA <br />20' MAPLE GROVE LATERAL OF THE GOODHUE DITCH <br />EASEMENT AND PLANT AREA <br />4 <br />o <br />6" PVC INCREASE <br />ROOF TO 8" PVC <br />DRAIN \ /ROOF DRAIN <br />TELE= <br />1 <br />TELE —� 0 <br />CHERRY STREET 60' ROW <br />SITE UTILITIES PLAN <br />ROOF DRAIN <br />OUTLET & <br />RIPRAP <br />SCALE: 1" = 20.0' <br />5 10 20 40 <br />JOB NUMBER <br />_ EX 18" DIAM HDPEP <br />r <br />ROOPTOTRICKLDRAIN ECHEADWAHANNELLL <br />IN <br />-1" <br />I PROOF DRAIN HEADWALL <br />INTO TRICKLE CHANNEL <br />II <br />I <br />1- <br />I <br />DETENTION OUTLET STRUCTURE <br />W/ 12" PVC OUTLET PIPE <br />EX 18" DIAM HDPEP <br />18" DIAM HDPEP <br />II <br />N <br />wentwrth©aol.corn <br />REVISIONS <br />DATE BY <br />11 /4/24 <br />2/10/25 <br />date: <br />6/16/24 <br />