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Boulder County, GO <br />z <br />LAST SAVED: 10/22/2019 2:20 <br />RETAINING WALL <br />EX, OFFSITE <br />DETENTION <br />EX. OUTFALL <br />STRU CTURE <br />EX. 5' TYPE <br />R INLET <br />EX. 18" RCP <br />— , — EX. 18" RCP <br />EX. 18" RCP <br />EX. CONCRETE IRRIGATION DITCH <br />(ABANDONED) <br />NOTES: <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 />SA21, PRIVATE <br />TYPE 13 <br />_ COMBO INLET <br />1-90" BEND -' <br />1-THRUST BLOCK <br />f�-i- <br />PRIVATE 8" W/L <br />I I <br />1-90' BEND <br />1-THRUST BLOCK PRIVATE 6" WA <br />PRIVATE a" W/ <br />2 Fr CONCRETE PAN <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 />DECK <br />W- <br />2" Ws <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 />EX. 8" w/L STUB <br />REMOVE FH ASSEMBLY & <br />SALVAGE TO CITY <br />— _ REMOVE LATERAL PIPE, 6" <br />GATE VALVE, & 8"x6" TEE <br />REPAIR/REPLACE 8" W/L <br />AS REQ'D BY CITY <br />= — -- -- - - -- ..—„—„ --- EX. 6" WfL & FH <br />28 FT DRIVE EX. 9" SA - - - ----. <br />1N <br />STRAIGHTEN WALK THRU DRIVE — — — <br />AS DIRECTED 8Y THE CITY. w T • w <br />t + r ■ ■ , ■ ■ ■ i - La` � — — - - - EX. 12" NIA.. <br />EX_ FH EX. 5' TYPE - - <br />'R' INLET - - <br />SCALE: 1" = 30' <br />LOT 1, BLOCK 5 <br />1900 TAYLOR <br />5A46, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />FOUNDATION DRAIN <br />1 -90' BEND <br />1-THRUST BLOCK <br />0 EX. 18" RCP w <br />• ■ ■ ■ ■ ■ Ci <br />0 <br />O <br />ASPHALT REPAIRS AS ' —_Cy <br />DIRECTED BY CITY <br />O <br />PRIi<4 <br />28.0' <br />03823583 <br />FUTURE 8 FT TRAIL <br />(8Y OTHERS) <br />PRIVATE g" WA <br />PRIVATE 18" HDPEP SA44 <br />6 FT WALK <br />OUTLOT E <br />(CITY OF LOUISVILLE) <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 />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 114E 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 />RETAINING WALL <br />CONCRETE <br />z <br />vi <br />o< <br />-CS 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 />28 FT DRIVE <br />FF=5335.00 <br />SA10 <br />E <br />a_ <br />SA13, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />SWITCH CABINET <br />CONNECT TO EX. 8" W/L STUB <br />EX. 5 FT WALK <br />FOUNDATION DRAIN <br />SA9 <br />CONCRETE <br />1- 6"x8" TEE <br />1-8" W.V. <br />1-THRUST BLOCK <br />PRIVATE 24" HDPEP <br />REMOVE FH ASSEMBLY & E <br />SALVAGE TO CITY <br />REMOVE LATERAL PIPE, 8" <br />- La , GATE VALVE, & 8"x6" TEE Li <br />REPAIR/REPLACE 8" <br />■ ■ AS REQ'D BY CITY z <br />4_ TAYLOR AVENUE <br />ABANDON EXISTING UNUSED STORM---��- <br />- SEWER PIPE S11JBS AT STORM <br />MANHOLE & AT RIGHT-OF-WAY BY = R <br />PLUGS AS DIRECTED BY THE CITY. — <br />LOT 3, BLOCK 5 <br />1900 TAYLOR <br />Proposed Waterline <br />- Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />s <br />FS <br />-It— G ---9t- <br />-X-- E X <br />OHE <br />FO <br />--X—T X <br />)( TV x <br />EX. 5' TYPE 'R' INLET <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 />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 />CONNECT TO EX. <br />6" S/S STUB & <br />- _ INSTALL CLEANOUT <br />■ ■ � � � � � � � :"" <br />SALVAGE TO an'EX. 18" RCPREMOVE EX. TEE &VALVE <br />■MI+INSTALL 8"x6" REDUCER■ ;■ INSTALL NEW FH ASSEMBLY <br />- ' EX. 12" W <br />+ W/ THRUST BLOCK ■ <br />CIVIL ENGINEERING <br />PLANNING <br />SURVEYING <br />o EX. 8" W/L PLUG <br />o � <br />LANDSCAPE ESMT. - <br />1-90' BEND <br />1-THRUST BLOCK <br />SIDEWALK CHASE <br />4 FT WALK <br />RETAINING WALL <br />PRIVATE <br />6" W/L <br />5A32 <br />PRIVATE 24" HDPEP <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 <br />r ►r <br />PRIVATE 18" HDPEP F,QICAICH <br />SA5, PRfVATE EX. 5 FT WALK <br />DOUBLE TYPE 13 — <br />' COMBO INLET <br />---E , <br />SA35, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />18" HDPEP <br />PRIVATE <br />5A38, PRIVATE ADS <br />STANDARD H-20 <br />24" AREA INLET <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 />rREMOVE 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 />1 — _ EX, 8 w/L <br />EX. 8" W/L <br />EX 6" W/L & FH <br />EX. 5 FT WALK <br />SA36, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />I1 �11I <br />PRIVATE 12" HDPEP <br />II <br />SA34, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />PRIVATE 24" HDPEP <br />SA30 <br />11 <br />SA31, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />RETAINING WALL <br />PRIVATE <br />OUTFALL <br />STRUCTURE <br />EX <br />IRRIGATION METER PIT <br />& CURB STOP <br />28 FT DRIVE <br />1 f 1 <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />EX. 8" W/L <br />5 FT WALK <br />EX. 10.0DRAINAGE <br />& UT1LITY ESMT. <br />LANDSCAPE ESMT. <br />REMOVE W/L STUB I V/ <br />EX 8" S/L REMOVE FH ASSEMBLY & EX. 6" W/L & FH <br />EX. S TYPE <br />'R' <br />EX. 5 FT WALK <br />-_-- <br />EX. 18" RCP <br />5of15 <br />• <br />ci <br />0 <br />0 <br />Cr,C <br />C O <br />47, 0 <br />CI] 0 <br />C <br />0 <br />0Q <br />0 q <br />C <br />a <br />ocn <br />• Q <br />L <br />n>a <br />5 O <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />lb <br />0 <br />N <br />a) <br />7 <br />(i) <br />U) <br />J <br />E 0 <br />v-0 <br />" L <br />• 0 <br />O 0 <br />O V <br />I_ <br />Q D <br />13 <br />cV • 0 <br />m <br />0 <br />U <br />v <br />L <br />u <br />Iu <br />4' <br />U <br />L <br />D <br />a <br />to <br />0 <br />w <br />CTC FCM-I <br />CO <br />Lot 1, The Business Center at CTC 1 Replat.J <br />0 <br />0 <br />0 <br />u <br />▪ NM <br />JJ5 <br />Y+ <br />■ <br />0 <br />J <br />PROD 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 (201 9 - 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 />UTILITY <br />PLAN <br />5 <br />SHEET 5 OF 1 5 <br />