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Boulder County, GO <br />THIS UTILITY PLAN IS CONCEPTUAL AND CHANGES MAY OCCUR DURING <br />CIVIL ENGINEERING PLAN REVIEW PROCESS. <br />USE SWIVEL TEES AND SHOVEL ADAPTERS AT GATE VALVE CONNECTIONS. <br />USE MEGA —LUGS ON WATERMAIN FITTINGS. <br />THE EXISTING SEWER SERVICE STUB THAT WILL NOT BE USED SHALL BE <br />ABANDONED AT THE MAIN AS DIRECTED BY THE CITY. <br />THE REMOVED FIRE HYDRANTS SHALL BE SALVAGED BY THE CITY. <br />TREES & LIGHT POLES TO BE INSTALLED A MINIMUM OF 7 FEET FROM <br />SANITARY SEWER MAINS, PUBLIC STORM SEWERS AND WATER MAINS. <br />THE ON —SITE STORM SEWER SHALL BE PRIVATELY OWNED AND <br />MAINTAINED. <br />ALL PROPOSED SANITARY & WATER LINES AND APPURTENANCES SHALL <br />BE PRIVATELY OWNED AND MAINTAINED. <br />SA22, PRIVATE <br />TYPE 13 <br />COMBO INLET <br />SA21, PRI+/ATE <br />TYPE 13 <br />COMBO INLET <br />EX. 18" RCP <br />EX. 18" . RCP <br />03925502 <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 />-- - - 2 FT CONCRETE PAN <br />28 FT DRIVE <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 />LI• <br />- <br />CONNECT TO <br />EX,I <br />8" W/L STUB <br />f I I <br />1 1 <br />REMOVE FH ASSEMBLY & <br />SALVAGE TO CITY <br />REMOVE LATERAL PIPE, 8" <br />—4 GATE VALVE, & 8"x6" TEE <br />REPAIR/REPLACE 8" W/L <br />AS REQ'D BY CITY <br />.. Ex. 8" s/L 3 <br />STRAIGHTEN WALK THRU DRIVE ~ ` ^""..... j ao I . <br />AS DIRECTED BY THE CITY. 1" w <br />:ASPHALT REPAIRS AS <br />TY <br />EX. 2" W/S PLUG <br />SA45, PRIVATE ADS <br />STANDARD H-20 <br />• 15" AREA INLET <br />EX. 55.0' LANDSCAPE <br />do OPEN SPACE <br />CONSERVATION ESMT. <br />- SA42, PRIVATE ADS <br />STANDARD H-20 - <br />15" AREA INLET • . • . <br />. "u•. <br />SA11 - �/■ <br />• RAMP <br />▪ It�i1 s <br />Z p N op 1-90" BEND <br />E4- x 3 1-8" W.V. <br />tE <br />Ins1—THRUST BLOCK <br />1-8"x8" TEE <br />• SMH--27, EX. MH <br />RIM=5324.15 <br />INV IN=c5312.13- <br />INV OUT=t5311.79 _'SEWER PIPE STUBS AT STORM <br />PLUGS AS DIRECTED BY THE CITY. _. RAV <br />MANHOLE & AT RIGHT—OF—WAY BY <br />REMOVE FH ASSEMBLY & ...� £ <br />„ SALVAGE TO CITY <br />1cio ----REMOVE LATERAL PIPE, 8" <br />X GATE VALVE. & 8"x6" TEE I ,l <br />0- I` w . _" REPAIR/REPLACE 8" W/L � 1 ; EX. LIGHT POLE <br />AS REQ D BY CITY <br />1-8"x8" TEE <br />1-8" W.V. <br />1-6" W.V. <br />1—PRIVATE FH <br />1--THRUST BLOCK <br />SA40, PRIVATE • ADS <br />STANDARD H-20 <br />15" AREA INLET <br />1Opts, <br />Ij g INSTALL CLEANOUT <br />CONNECT TO EX. 6" S/S STUB & <br />EX. 6" INV=5308.5 (APPROXIMATE) <br />TAYLpR AVENUE it . . _._ <br />ABANDON EXISTING UNUSED STORM � _- <br />INSTALL CLEANOUT ' . <br />• . SA7 <br />SA32 <br />N1 1 <br />PRIVATE 24" HDPEP <br />1-8"x8" TEE <br />1-8" W.V. <br />1—THRUST BLOCK <br />i 1--8"x6" REDUCER <br />l�1-6" W.V. <br />'!—PRIVATE FH <br />24" uHDPEP PRIVATE <br />EX. 18" RCP <br />EX. 12" W/L <br />O EX. 8" W` L PLUG f I 1 <br />\ II1 <br />LANDSCAPE ESMT. \\ ( III <br />\\�%I I <br />SA38, PRIVATE ADS <br />STANDARD H-20 <br />24" AREA INLET <br />30" HDPEP PRIVATE <br />FRENCH DRAIN <br />E <br />REMOVE W/L STUB <br />REMOVE FH ASSEMBLY & <br />SALVAGE TO CITY <br />REMOVE EX. TEE & VALVE <br />I I <br />II <br />SA36, PRIVATE <br />TYPE 13 <br />COMBO INLET- <br />i <br />PRIVATE 12" HDPEP <br />I I Y <br />I1 <br />SA34, PRIVATE <br />TYPE 13 <br />COMBO INLET <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 IN ROW <br />PRO. FH . ASSEMBLY <br />1 11 <br />EX.S"W/L <br />EX 6" W/L & FH <br />EX. LIGHT POLE <br />I <br />28 FT DRIVE <br />STRAIGHTEN WALK THRU DRIVE <br />AS DIRECTED BY THE CITY. <br />EX. 10.0' DRAINAGE <br />& UTILITY ESMT. <br />1 <br />PRIVATE '►►� 'f °_� <br />OU TFALL�:' <br />STRUCTURE <br />EX. PRIVATE 18" RCP <br />EX. 5' TYPE 'R' <br />Y ip EX. 18" RCP EX. 18" RCP <br />EX. 5' TYPE 'R' INLET <br />INSTALL 8"4" REDUCER r ... <br />�"" <br />INSTALL NEW FH ASSEMBLY co .... .1. <br />W/ THRUST BLOCK IN ROWS x 'I, EX. 18" RCP <br />—#6)=1, <br />EX. 18" <br />REPLACE EX. HANDICAP <br />RAMP WITH TRUNCATED <br />DOMES <br />SMH-26, EX. MH <br />1110 (AS —BUILT INFO) <br />RIM-5314.89 <br />INV IN=5302.27 <br />INV our=5302.08 <br />Proposed Waterline <br />Existing Waterline <br />Proposed Sewerline <br />Existing Sewerline <br />Fire Service <br />Existing Gas Line <br />Ex.. Underground Electric <br />Ex. Overhead Electric <br />Existing Fiber Optic <br />Existing Telephone Line <br />Existina Cabie TV Line <br />5of15 <br />BS-11028 <br />PLO <br />Ell?! <br />INTERGROUP <br />ARCHITECTS <br />■ architecture <br />gn <br />rrr. O <br />c rL <br />to 40 <br />rc <br />• IN <br />copyright2021 <br />These p1ens and *Men materiel ere <br />Instruments of service and ara the properly of <br />Intergroup, Inc. and may not be duplicated, <br />disclosed or reproduced M hour the wd tten. <br />consent of the Architect. Infringements wil be <br />IIIIIIIIIMIIIIIIMIIIIIIINIIM <br />LLI g <br />:?..., a <br />Ski o <br />ce <br />Ct <br />Q <br />2ce <br />H <br />Z <br />U <br />co›:„ co <br />Z <br />H. <br />U� <br />Lf) <br />tiOC) <br />LIS m <br />W <br />J <br />00 <br />J J <br />SILVER POINT DEVELOPMENT <br />DATE DESC. <br />JULY 1, 2019 1ST SUBMITTAL <br />AUG. 28, 2019 REV. <br />OCT. 25, 2019 REV. <br />APRIL 20, 2021 REV. <br />iimummimamum <br />UTILITY PLAN <br />5 <br />SHEET 5OF 15 <br />