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LAST SAVED: 10/22/2019 2:20 PM <br />G:\25154\PUD\25154—PU D—MU.dwg <br />EX. BRUSH <br />NOTES: <br />EX. CONCRETE IRRIGA11ON DITCH <br />(ABANDONED) <br />1. THIS UTILITY PLAN IS CONCEPTUAL AND CHANGES MAY OCCUR DURING <br />CIVIL ENGINEERING PLAN REVIEW PROCESS. <br />2. THE PROPOSED STORM INLETS, HDPEP STORM PIPES AND CONNECTED <br />STORM MANHOLES SHALL BE PRIVATELY OWNED AND MAINTAINED. <br />3. ALL PROPOSED WATER MAINS AND APPURTENANCES SHALL BE PRIVATELY <br />OWNED AND MAINTAINED. <br />4. USE SWIVEL TEES AND SWIVEL ADAPTERS AT GATE VALVE CONNECTIONS. <br />5. USE MEGA -LUGS ON WATERMAIN FITTINGS. <br />6. THE EXISTING SEWER SERVICE STUB THAT WILL NOT BE USED SHALL BE <br />ABANDONED AT THE MAIN AS DIRECTED BY THE CITY. <br />7. THE REMOVED FIRE HYDRANTS SHALL BE SALVAGED BY THE CITY. <br />8. TREES & LIGHT POLES TO BE INSTALLED A MINIMUM OF 7 FEET FROM <br />SANITARY SEWER MAINS, PUBLIC STORM SEWERS AND WATER MAINS. <br />RETAINING WALL <br />SA22, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />9.0'x17.5' <br />PARKING STALL <br />(TYPICAL) <br />EX. OFFSITE <br />DETENTION <br />SA21, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />-90' BEND <br />1-THRUST BLOCK <br />III <br />PRIVATE 8" W/L <br />EX. OUTFALL <br />STRUCTURE <br />EX. 5' TYPE <br />'R' INLET <br />—.____ EX. 18" RCP <br />EX. 18" RCP <br />EX. 18" RCP <br />EX. 18" RCP <br />1-90° BEND <br />1-THRUST BLOCK PRIVATE 6" W/L <br />PRIVATE 8" W/L <br />2 FT CONCRETE PAN <br />IIII <br />1-8"x8" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1-PRIVATE FH <br />1-THRUST BLOCK <br />SA47, PRIVATE ADS <br />STANDARD H-20 <br />15" AREA INLET <br />SA23, PRIVATE ADS <br />STANDARD H-20 <br />15" AREA INLET <br />STEPS <br />PRIVATE 8" W/L <br />w --- w <br />2" W/s <br />1-8"x8" TEE <br />1-8" W.V. <br />1-THRUST BLOCK <br />1-8"x8" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1-PRIVATE FH <br />1-THRUST BLOCK <br />CONNECT TO <br />EX. 8" W/L STUB <br />REMOVE FH ASSEMBLY & <br />SALVAGE TO CITY <br />REMOVE LATERAL PIPE, 8" <br />GATE VALVE, & 8"x6" TEE — <br />�'— REPAIR/REPLACE 8" W/L <br />AS REQ'D BY CITY = — <br />28 FT DRIVE <br />EX, 8" S/L <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />EX. FH EX. 5' TYPE — — <br />- — — — — 'R' INLET <br />SCALE: 1" = 30' <br />EX. 6" W/L & FH <br />SA46, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />FOUNDATION DRAIN <br />1-90° BEND <br />1-THRUST BLOCK <br />PRIVATE 18" HDPEP <br />EX. 2" W/S PLUG <br />DOMESTIC METER PIT & CURB <br />FUTURE 8 FT TRAIL <br />(BY OTHERS) <br />PRIVATE 8" W/L <br />PRIVATE 18" HDPEP SA44 <br />6 FT WALK <br />SA43, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />SA45, PRIVATE ADS <br />STANDARD H-20 <br />15" AREA INLET <br />OUTLOT B <br />(CITY OF LOUISVILLE) <br />OUTLOT E <br />(CITY OF LOUISVILLE) <br />9.0'xl 7.5' <br />PARKING STALL <br />(TYPICAL) <br />EX. 55.0' LANDSCAPE <br />& OPEN SPACE <br />CONSERVATION ESMT. <br />PRIVATE 18" HDPEP <br />SA42, PRIVATE ADS <br />STANDARD H-20 <br />15" AREA INLET <br />FINAL PLANNED UNIT DEVELOPMENT <br />LOT 1, THE BUSINESS CENTER © CTC REPLAT J <br />LOCATED IN THE NORTHEAST QUARTER OF SECTION 16, <br />TOWNSHIP 1 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, <br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO <br />FF=5335.00 <br />SA11 FOUNDATION DRAIN <br />SA9 <br />La �w <br />wI- <br />m <br />w <br />0 ix <br />EX. 12" W/L <- ,4 It If <br />_ r`X. 18" RCP <br />LOT 1, BLOCK 5 <br />1900 TAYLOR <br />ASPHALT REPAIRS AS <br />DIRECTED BY CITY <br />RETAINING WALL <br />CONCRETE <br />U <br />cw <br />N U <br />Z <br />oZ <br />Z STRAIGHTEN WALK THRU DRIVE <br />a AS DIRECTED BY THE CITY. <br />SA15, PRIVATE <br />DOUBLE TYPE <br />13 COMBO INLET <br />PRIVATE 18" HDPEP <br />SA14, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />ABANDON EXISTING UNUSED STORM <br />SEWER PIPE STUBS AT STORM <br />O_ <br />SA13, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />CONCRETE <br />1-8"x8" TEE <br />1-8" W.V. <br />1-THRUST BLOCK <br />PRIVATE 24" HDPEP <br />SWITCH CABINET <br />CONNECT TO EX. 8" WA STUB <br />EX. 5 FT WALK <br />R" <br />REMOVE FH ASSEMBLY & — E <br />SALVAGE TO CITY <br />REMOVE LATERAL PIPE, 8" <br />X . _ GATE VALVE, & 8"x6" TEE ;W <br />,� <br />om <br />W • REPAIR/REPLACE 8" W/L <br />AS REQ'D BY CITY Z <br />TA YLOR` _" <br />T-; <br />A VENUE o <br />w <br />MANHOLE & AT RIGHT-OF-WAY BY- — — — <br />PLUGS AS DIRECTED BY THE CITY. — — — — — — R�VV— — — — — — <br />LOT 3, BLOCK 5 <br />1900 TAYLOR <br />FUTURE 5 FT WALK <br />BOULDERS <br />1-8"x8" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1-PRIVATE FH <br />1-THRUST BLOCK <br />SA39, PRIVATE <br />TYPE 13 INLET <br />SA40, PRIVATE ADS <br />STANDARD H-20 <br />15" AREA INLET <br />TRASH1 <br />INSTALL CLEANOUT <br />CONNECT TO EX. <br />6" S/S STUB & <br />— — — INSTALL CLEANOUT <br />CIVIL ENGINEERING <br />PLANNING <br />SURVEYING <br />\`\ <br />O EX. 8" W/L PLUG <br />o \ <br />LANDSCAPE ESMT.- <br />SA38, PRIVATE ADS <br />STANDARD H-20 <br />24" AREA INLET <br />I <br />II 11 <br />SA36, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />I I ;III <br />PRIVATE 12" HDPEP <br />I i Ii <br />III <br />SA35, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />18" HDPEP <br />PRIVATE <br />PRIVATE 24" HDPEP <br />SA30 <br />n <br />SA31, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />RETAINING WALL <br />CRUSHER FINES <br />1-90° BEND <br />1-THRUST BLOCK <br />PRIVATE 6" W/L <br />PRIVATE 8" W/L <br />PRIVATE 18" HDPEP <br />SIDEWALK CHASE <br />4 FT WALK <br />RETAINING WALL <br />PRIVATE <br />6" W/L <br />1-90° BEND <br />1-THRUST BLOCK <br />1-8"x6" REDUCER <br />1-6" W.V. <br />1-PRIVATE FH <br />SA4 <br />30" HDPEP <br />PRIVATE 24" HDPEP <br />PRIVATE 8" W/L <br />PRIVATE <br />r <br />PRIVATE 18" HDPEP <br />HURST & ASSOCIATES, INC. <br />1265 S. Public Road, Suite B <br />Lafayette, CO 80026 <br />303.449.9105 <br />HURST JOB NO. 2515-4 <br />REMOVE W/L STUB <br />REMOVE FH ASSEMBLY & <br />SALVAGE TO CITY <br />REMOVE EX. TEE & VALVE <br />INSTALL 8"x6" REDUCER <br />INSTALL NEW FH ASSEMBLY <br />W/ THRUST BLOCK <br />II <br />r�{ EX. 8 _W/L <br />EX. 8" W/L <br />EX 6" W/L & FH <br />(- <br />0`I <br />F <br />0 <br />I <br />EX. 5 FT WALK <br />IX <br />Ico <br />I� <br />�r <br />PRO. 4.0' SURFACE <br />MAINTENANCE ESMT. <br />lU' PRO. 2.0' SIDEWALK ESMT. <br />qq <br />I <br />IRRIGATION METER PIT <br />& CURB STOP <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />EX. 8" W/L <br />EX. 5 FT WALK <br />EX. 10.0' DRAINAGE <br />& UTILITY ESMT. <br />r <br />LANDSCAPE ESMT <br />REMOVE W/L STUB - I v./ <br />EX�88 S/L REMOVE FH ASSEMBLY & EX. 6" W/L & FH <br />SALVAGE TO CITY I co REMOVE EX. TEE & VALVE <br />RCP • EX. 5 FT WALK <br />r_t INSTALL 8"x6" REDUCER t w - <br />INSTALL NEW FH ASSEMBLY — -i. <br />EX. 12" W/L W/ THRUST BLOCK - EX. 18" RCP <br />— — — <br />w <br />S <br />FS <br />-C X <br />x E X <br />OHE- <br />FO <br />X T x <br />x TV x <br />A <br />EX. 5' TYPE 'R' INLET <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Stormline <br />Water Service <br />Sewer Service <br />Fire Service <br />Existing Gas Line <br />Ex. Underground Electric <br />Ex. Overhead Electric <br />Existing Fiber Optic <br />Existing Telephone Line <br />Existing Cable TV Line <br />Thrust Block <br />Water Valve <br />Fire Hydrant <br />Plug <br />Manhole <br />Type 'R' Inlet <br />Street Light <br />EX. 12" W/L <br />L <br />r <br />U <br />L <br />o <br />- a <br />L <br />cn o <br />C a <br />0 0 <br />0 U <br />C <br />E .o <br />a <br />\ o <br />0 CL <br />L_ <br />I. <br />0 <br />U) <br />0 <br />0 <br />a colorado <br />0 <br />N <br />N <br />4) <br />13 <br />0 <br />-o <br />L <br />0 <br />0 <br />0 <br />U) <br />D <br />0 <br />m <br />0 <br />0 <br />N <br />L <br />0 <br />0 <br />L <br />0 <br />0_ <br />L <br />10 <br />In <br />10 <br />10 <br />N <br />10 <br />O <br />N) <br />t-un <br />■ <br />-o <br />■ <br />CTC FCM- <br />a) <br />0 <br />i— <br />L.r) <br />00 <br />a..r <br />rCS <br />F- <br />U <br />cd <br />a) <br />U <br />Ifl <br />I/') <br />a) <br />m <br />a) <br />F- <br />J <br />0 <br />0 <br />U <br />1 <br />VI <br />1- <br />0 <br />PROJ NO: 18-15 <br />DATE: <br />REV: <br />07-01-2019 <br />08— 28— 2019 <br />10-25-2019 <br />PRELIMINARY <br />NOT FOR <br />CONSTRUCTION <br />Copyright c©2019 - All rights <br />reserved RVP Architecture and <br />Consulting, P.C. All design <br />drawings and written material <br />herein may not be used or <br />duplicated without the written <br />" consent of RVP Architecture and <br />Consulting, P.C. <br />MIK <br />UTILITY <br />PLAN <br />5 <br />SHEET 5 OF 1 5 <br />