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co <br />co <br />0 <br />co <br />CM) <br />0 <br />U <br />c <br />0 <br />U <br />L <br />d <br />0 <br />CO <br />0 <br />0 0 <br />1421 <br />K <br />• <br />RD <br />TD <br />UD <br />SS <br />W <br />IRR <br />CATV <br />T <br />Fo <br />4 <br />w <br />LEGEND <br />BENCHMARK <br />MANHOLE <br />AREA DRAIN <br />COMBINATION INLET <br />TYPE R INLET <br />TYPE 13 FIELD INLET <br />FLARED END SECTION W/ RIPRAP <br />END CAP W/ THRUST BLOCK <br />GATE VALVE <br />REDUCER/INCREASER <br />WATER METER <br />FIRE HYDRANT <br />STORM - 12" AND SMALLER <br />STORM - LARGER THAN 12" <br />ROOF DRAIN <br />TRENCH DRAIN <br />UNDERDRAIN <br />SANITARY SEWER <br />WATER <br />IRRIGATION <br />CABLE TV <br />ELECTRIC <br />TELEPHONE <br />FIBER OPTIC <br />GAS <br />SURVEY LEGEND <br />—_, -> -, — <br />EX WATER LINE <br />EX WATER VALVE <br />EX WATER METER <br />EX FIRE HYDRANT <br />EX SANITARY SEWER LINE <br />EX SANITARY SEWER MANHOLE <br />EX STORM DRAINAGE LINE <br />EX STORM DRAINAGE MANHOLE <br />EX CURB INLET <br />EX UNDERGROUND ELECTRICAL LINE <br />EX OVERHEAD ELECTRICAL LINE <br />EX ELECTRICAL POLE <br />EX GUY WIRE <br />EX ELECTRICAL TRANSFORMER <br />EX ELECTRICAL RISER <br />EX ELECTRIC VAULT <br />EX LIGHT POLE <br />EX FIBEROPIIC LINE <br />EX TELEPHONE LINE <br />EX GAS LINE <br />(AM) <br />NOTE: SHADED ITEMS REPRESENT EXIST FEATURES <br />UTILITY NOTES: <br />1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES <br />PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY <br />LOCATION AND PROTECTION. <br />2. ALL DRY UTILITY AND ELECTRIC SERVICES ARE PROVIDED BY OTHERS <br />AND SHOWN FOR REFERENCE ONLY. SEE MEP PLANS AND <br />SPECIFICATIONS AND COORDINATE WITH ALL UTILITY OWNERS AS <br />NEEDED. <br />3. CONTRACTOR TO MARK ALL UTILITY STUBS WITH MARKERS. <br />NOTE: <br />THIS IS A CONCEPTUAL UTILITY PLAN AND CHANGES MAY OCCUR DURING <br />THE CIVIL ENGINEERING PLAN REVIEW PROCESS. <br />FENCE <br />FLOW LINE OF DITCH OR WASH <br />CURB AND GUTTER <br />SIGN W/ POST <br />CONCRETE PAVING <br />PROPOSED BUILDING <br />BUILDING ACCESS <br />RETAINING WALL <br />LIMITS OF SAWCUT <br />EASEMENT LINE <br />PROPERTY LINE <br />ADJACENT PROPERTY LINE/ROW <br />BENCHMARK AS DESCRIBED <br />FOUND MONUMENT <br />FOUND MONUMENT <br />UTILITY LOCATED FROM MAP <br />AS MEASURED AT 11ME OF SURVEY <br />CALCULATED FROM RECORD AND AS <br />MEASURED INFORMATION <br />PLAT <br />RECORDED <br />EX MAILBOX <br />EX CONCRETE <br />EX EDGE OF ASPHALT <br />EX FENCE <br />EX SIGN <br />EX TELEPHONE RISER <br />EX BUILDING <br />THE BUSINESS CENTER AT C.T.C. <br />REPEAT H, LOTS 3 AND 4 <br />194 TAYLOR AVE <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOCATED IN THE NORTH HALF QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH P.M. <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF <br />COLORADO <br />STORM INLET i <br />STORM MANHOLE. <br />EXIST FH <br />SANITARY MANHOLE <br />SANITARY MA OLEO <br />STOR <br />PRIVATE VALLEY INLET <br />SANITARY MANHOLE <br />PRIVATE 18" AREA DRAIN <br />6" PVC SAN SVC <br />STORM MANHOL <br />PROTECT EXIST U11L <br />BOXES TO REMAIN <br />STORM MANHOLE <br />SAN SEWER CONNECTION <br />TO MAIN PER CITY OF <br />LOUISVILLE STD$ <br />DEMO EXIST WATERLINE <br />STORM MANHOLE <br />DISCONNECT EXIST <br />WATERLINE FROM MAIN PER <br />CITY OF LOUISVILLE STDS <br />SANITARY MANHOI..e - <br />8"X8" TEE W/ 8" GV, 8" GV AND <br />TB (PER CITY OF LOUISVILLE SIDS) <br />8"X6" TEE W/ 6" GV AND TB (PER <br />CITY OF LOUISVILLE SIDS) <br />STORM MANHOLE <br />SANITARY MANHOLE - <br />STORM INLET <br />XIST FH <br />EXIST FH <br />PRIVATE VALLEY INLET <br />PRIVATE 1.5" DOMESTIC <br />CONNECTION AT BLDG <br />TO INTERNAL METER <br />6" FIRE SVC FDC <br />CONNEC11ON AT <br />BLDG <br />BUILDING <br />FFE 5347.00' <br />PRIVATE DOUBLE COMBINATION INLE <br />PRIVATE 18" AREA DRAIN <br />SAN SEWER BLDG <br />CONNECTION AT CO <br />PUBLIC 8" PVC WL <br />RD CONNECTION <br />AT BLDG <br />DEMO EXIST <br />LIGHT POLE <br />PUBLIC <br />8" PVC WL <br />TRANSFORMER <br />STORM INLET <br />MANHOLE- <br />r <br />PRIVATE VALLEY INLET <br />RD CON <br />AT BLD <br />COMBINA110N INLET <br />ADJUIT BASE OF INLET BOX <br />ej TO FIT 24" RCP <br />EXIST IRR VALVES <br />- CONNECT EXIST RD EXIST TRANSFORMER <br />TO REMAIN <br />PRIVATE 4' SD MH (ECC) <br />PRIVATE 18" AREA DRAIN <br />PRIVATE DOUBLE COMBINATION INLET <br />EXIST 30' ACCESS <br />EASEMENT (P) TO REMAIN <br />EXST <br />94 SOUTH <br />..—m cam- w+-�• <br />EXIST <br />SANITARY MANHOLE <br />1.5" TYP K <br />COPPER DOMESTIC <br />6" DIP,`FIRE SVC <br />1.5" WATER <br />CURB STOP <br />CONNECT <br />TO EXIST W <br />CONNECT FIRE SVC LI o_ <br />TO-EXS -FIFA RiS1 _w rr) <br />LQCAIL EXIST_ <br />DATE-Rf <br />PRIVATE 4' SD MH C <br />EXIST GAS ME1R <br />REMAIN <br />BLDG <br />TALYOR AVE, <br />RD CONNECTION <br />TO REMAIN <br />EXI$LEH-w <br />SANITARY MANHOLE-\ <br />10" PVC <br />—EXIST FH <br />TE 4' SD MH ECC) <br />LIGHT POLES (TYP) <br />ss -- sS ----- <br />- "T -- ST — ST <br />-STORM F <br />ONSITE BENCHMARK <br />FOUND ; 5 REBAR WITH <br />2" ALUMINUM CAP <br />"HURST ASSOCS PLS 28258" <br />EI.EV. 53 8.82` <br />-INV:5.345,33' 4" PLASTIC <br />EXIST 10' DRAINAGE <br />EASEMENT (P) TO <br />REMAIN <br />4" PLASTIC <br />EXIST 20' UT1UITY <br />EASEMENT (P) TO <br />REMAIN <br />4" PLASTIC <br />PRIVATE DOUBLE COMBINATION INLET <br />EXIST 20' PRIVATE <br />DRAINAGE EASEMENT <br />(P) TO REMAIN <br />CRI MANHOLE <br />STORM MANHOLE <br />4" PLASTIC <br />PRIVATE 6' SD MH (ECC) <br />4" PLASTC <br />STORM MANHOLE <br />EXIST FH <br />7-STORM INLET <br />40 <br />STORM INLET <br />AKIIIIECTHAE <br />3003 Larimer St <br />Denver, CO 80205 <br />phone 303.881-5704 <br />JVA, Inc. 1319 Spruce Street <br />Boulder, CO 80302 303.444.1951 <br />MAZZETiI <br />0 <br />-26-19 PUD RESUBMITTAL <br />0 <br />03-21-19 PUD RESUBMITT <br />0 <br />40 <br />80 <br />SCALE IN FEET <br />THE BUSINESS CENTER AT CTC. REPLAT H <br />SHEET <br />40F 18 <br />