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Boulder County, CO <br />04104510 <br />Page 6 of 13 <br />1 <br />L-' <br />U- <br />1'—WIDE SWA_E <br />24" <br />NYLOPLAST <br />1-1INLET <br />kTi <br />ori <br />c) <br />L L <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />RAILROAD AND DRAINAGE <br />EASEMENT BY PLAT <br />1'—WIDE SWALE —\,_ <br />C <br />12" NYLOPLAST INLET <br />A <br />RED GOLD BOTTLING CORPORATION PLANNED <br />UNIT DEVELOPMENT, 1ST AMENDMENT <br />LOT 9, BLOCK 1, COLORADO TECHNOLOGICAL CENTER, FIRST FILING, <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO. <br />CASE # PUD-000519-2024 <br />24" NYLOPLAST JUNCTION STRUCTURE — <br />W/ SOLID COVER <br />±62 LF 12" HDPE <br />//////////////////////////////////////////////////////////////// <br />p\, <br />TRASH ENCLOSURE AREA <br />///////////// <br />1 <br />1 <br />1 ±52 LF 18" HDPE <br />1 <br />1 <br />1 <br />J - —--- , -I <br />1 <br />EX UNDERGROUND —/_ <br />1 ELECTRIC <br />EX 8" <br />SANITARY MAIN <br />- <br />/' <br />CONTRACTOR TO LOWER EX FIBER J <br />MANHOLE LID RIM AND RAISE EX <br />ELECTRICAL MANHOLE LID RIM TO <br />PROPOSED GRADE <br />4" ROOF DRAIN CONNECTION (3) <br />(TYPICAL) <br />DETENTION POND WITH <br />RETAINING WALLS AND RAILINGS <br />LOUISVILLE FLEX OFFICE <br />/,//////////,6/// <br />d <br />4 <br />10 0' ACCESS & <br />MAINTENANCE EASEMENT <br />10.00' <br />-- — —- <br />30 00' SANITARY EASEMENT — <br />4 <br />4 <br />a <br />C <br />4 <br />4 <br />4 <br />a <br />a <br />4 <br />I <br />±79 LF 3/4" TYPE K <br />COPPER IRRIGATION LINE <br />W/ BACKFLOW PREVENTER <br />FIRE DEPARTMENT CONNECTION <br />±78 LF 1" TYPE K COPPER <br />DOMESTIC SERVICE LINE <br />W/ BACKFLOW PREVENTER <br />±78 LF 4" DIP FIRE SERVICE LINE <br />W/ BACKFLOW PREVENTER <br />±10 LF 4" ROOF DRAIN <br />CONNECTION W/ CLEANOUT <br />SEE CLEANOUT DETAIL SHEET C5.5 <br />INSERTA TEE CONNECTIONS <br />±10 LF 4" ROOF DRAIN <br />CONNECTION W/ CLEANOUT <br />SEE CLEANOUT DETAIL SHEET C5.5 <br />REFER TO MECHANICAL <br />PLANS FOR ROOF DRAIN <br />CONNECTION DETAIL (TYP.) <br />SANITARY DOUBLE CLEANOUT <br />REFER TO MECHANICAL PLANS FOR DETAIL i <br />1 l , <br />V//////////// <br />/7/V////// <br />a o <br />4 <br />E EN EN NE EN NE EN Emi EN NE EN EN NE NE EN <br />±47 LF 4" PVC SANITARY <br />SEWER SERVICE <br />PROPOSED CDOT <br />TYPE 13 INLET <br />±107 LF 24" HDPE <br />±16 LF 12" HDPE <br />== r MN r r r MN r <br />—12" NYLOPLAST INLET <br />UTILITY CROSSING (TYP.) <br />1'—WIDE SWALE <br />— 4' DIAM. SANITARY <br />INTERIOR DROP MANHOLE <br />SEE DETAIL SHEET C4.0 <br />d 4 <br />1 1.14'_I <br />24" NYLOPLAST <br />JUNCTION STRUCTURE <br />W/ SOLID COVER <br />PROPOSED CDOT <br />TYPE 13 INLET <br />12" NYLOPLAST INLET <br />10.00' <br />■ <br />NV IN\ <br />a <br />■ EN <br />— _I <br />L- _--1I I <br />45' BEND <br />5.00' HORIZONTAL <br />SEPARATION <br />w—s <br />±18 LF 24" HDPE <br />F' SVC ; JF—SVC <br />12' NYLOPLAST INLET <br />I <br />±12 LF 12" HDPE <br />24" NYLOPLAST JUNCTION STRUCTURE <br />W/ SOLID COVER <br />�r 1'—WIDE SWALE <br />4 I rT, <br />EX ELECTRIC TRANSFORMER <br />TO REMAIN <br />EX FIBER OPTIC <br />BOX TO REMAIN <br />EX FIBER OPTIC <br />PEDESTALS TO REMAIN <br />u <br />14 CO ' C; TIL ITY EASEMENT <br />20 00' TELECOM EASEMENT <br />OUTLET STRUCTURE <br />CDOT TYPE D INLET <br />±17 LF 18" RCP <br />PROPOSED 5' <br />DIAM. CDOT <br />STORM MANHOLE <br />3/4" IRRIGATION METER <br />I � <br />IRR <br />4 <br />I <br />11 <br />1 <br />1 <br />±25 LF 24" <br />V._ I <br />`�f16 LF 12" HDPE <br />— — — <br />±41 <br />I � <br />11-1 <br />LF 24" HDPE <br />II <br />4 <br />CURB STOP <br />6' BEHIND BACK <br />*--SVC <br />" WATER METER <br />7 <br />IRR <br />/D\ <br />OF WALK " <br />w-svc' <br />F-SVC <br />EX FIBER <br />OPTIC <br />EX 18 " STORM <br />SEWER <br />EX CINDERGRO JND <br />ELECTRIC <br />_ 5.5 SIDEWALK <br />EASEMENT <br />II I <br />ELECTRIC TRANSFORMER PAD <br />I <br />74 <br />HOPE <br />III <br />ENENENENEN I <br />i <br />\I I I <br />— — — — — — — <br />I <br />c <br />4 <br />4 <br />-- <br />7 <br />V <br />IRR <br />CONNECT <br />TO EX 8" <br />WATER MAIN <br />5.00' HORIZONTAL <br />SEPARATION <br />IF-S� <br />" GATE VALVE <br />EX 8" <br />SANITARY MAIN <br />(_h <br />CONTRACTOR TO ADJUST STORM <br />MANHOLE RIM TO PROPOSED GRADE <br />SEE DETAIL SHEET C5.5 <br />RIM 5339 87 <br />INV (N, 78" RCP) 5335 23 ' <br />INV (S, 78" RCP) 5355 23' <br />EX GAS <br />MAIN <br />EX SANITARY MANHOLE <br />i <br />WATER MAIN <br />EXISTING <br />6' 704 <br />LEGEND <br />PROPERTY UNE <br />SUBDIVISION LINES <br />EASEMENT LINES <br />CATCH CURB & GUTTER <br />SPILL CURB & GUTTER <br />CONTOURS <br />CONCRETE PAVEMENT <br />ASPHALT PAVEMENT <br />BUILDINGS <br />STORM SEWER <br />IRRIGATION LINE <br />DOMESTIC WATER SERVICE LINE <br />WATER MAIN UNE <br />FIRE SERVICE LINE <br />SANITARY SEWER SERVICE UNE <br />SANITARY SEWER MAIN <br />ELECTRIC LINE <br />GAS LINE <br />FIBER OPTIC LINE <br />UTILITY CROSSING <br />PROPOSED <br />IRR <br />F—SVC <br />CD <br />EXISTING UTILITY LOCATIONS: <br />COLLINS ENGINEERS INC. ASSUMES NO <br />RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS <br />(HORIZONTAL OR VERTICAL). THE EXISTING <br />UTILITIES SHOWN ON THIS DRAWING HAVE BEEN <br />PLOTTED FROM THE BEST AVAILABLE INFORMATION. <br />IT IS HOWEVER THE RESPONSIBILITY OF THE <br />CONTRACTOR TO FIELD VERIFY THE LOCATION OF <br />ALL UTILITIES PRIOR TO THE COMMENCEMENT OF <br />ANY CONSTRUCTION ACTIVITIES. <br />6 4 2 0 5 10 <br />CURRENT SUBMISSION: PUD AMENDMENT RESUB. #2 <br /># DATE SUBMISSION <br />D 03/20/25 PUD AMENDMENT RESUB. #2 <br />BECK ARCHITECTURE, LLC <br />1001 17TH STREET <br />SUITE PL100 <br />DENVER, CO 80202 <br />PH: (303) 466-9665 <br />UTILITY PLAN <br />SHEET 6 OF 12 <br />