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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />L <br />. <br />w <br />I <br />OE <br />2)E, <br />Ow <br />OEOE <br />n. <br />8 <br />0 <br />z <br />tic), <br />0_nLLiuJ <br />O <br />1-1 <br />z <br />win <br />. <br />ow <br />Dcco <br />Ow <br />00 <br />ccOE <br />0 <br />a <br />a <br />POSITION EDGE OF PRINT ON THIS LINE - <br />Z IF- <br />< t; <br />• a <br />>- <br />cr) c13 <br />cc <br />:Jo EL' <br />Ow <br />CC Cr <br />'3- <br />0 <br />LL <br />,cc <br />CO <br />w <br />t <br />0_n c. <br />ow E <br />-t- <br />z <br />3 IT. <br />w z <br />Z <br />• a tr, <br />HOE <br />ow <br />0 E <br />Ow <br />CC cc <br />a <br />0 <br />C.) <br />U- <br />C') <br />C: \SDSK\PROJ\3111\dwg\02-05-01 Submitta1\3111upC2.dwg <br />01;411,1,01 <br />EXIST. 5:1' INLET <br />FL GRATE: 5324.21 <br />INV.: 5320.65 <br />/ <br />N'. <br />4- <br />1 <br />MASTER UTILITY PLAN <br />LOTS 17 & 18, BLOCK 6, COLORADO TECH. CENTER, 1st FILING <br />N 00'40'1 07-E <br />r - <br />-V171 <br />EXIST. 197.9 LF 18" HDPE STA 0.54% <br />EXG. OVERHEAD DOORS <br />(1)5328.75 <br />AREA FOR STAIRS RAMP TO <br />BLDG. IF REQUIRED <br />EXISTING <br />WAREHOUSE <br />16,800 SF <br />CITY OF LOUISVILLE, BOULDER COUNTY, COLORADO <br />2.4 ACRES, MORE OR LESS <br />...... • <br />...•-••••• <br />EXIST. ST INLET 53 <br />F1. GRATE: 5323.63 <br />•INV.1-5319,5EL.. <br />• <br />INSTALL <br />-IROND48-RELEASE-S-TRUcTURE <br />(SEE <br />_12724-LF-1-8t-R.QP <br />' INV. IN: 5317.00-- ----- <br />INV. OUT: 5316.71 <br />-P- <br />00'40'1 OnE <br />p EXIST./ <br />178.724-1-8" HDPE STA. 1.05% <br />V) <br />17\ <br />57.64 LF 15" HDPE <br />ST/L o 1.2e% <br />- , •G'45;4r7---,--.._.,,...____, -------. <br />\\:--------____,_ --,,,----'"---- <br />\ INSTALL <br />s\.. 2,4.' DRYSTAKE BOULD <br />RETAINING WALL <br />/ <br />INSTALL <br />4' AREA INLET (TYPE C) <br />FL: 5323.88 <br />INV. OUT: 5320.45 <br />o. <br />I I....) <br />\. <br />I I- <br />01 <br />lb <br />f <br />c <br />I40 <br />Q <br />t., <br />Czt <br />-I--- LrOT 17 I <br />--N., <br />....... <br />NEW DUMPSTER ENCLOSURE4 <br />RETAINING WALL <br />RELOCATE <br />BIKE RACK <br />N 00°41 41 " E <br />I <br />\ STORM GRATE <br />PIM 5323.46 <br />IN,\/ 5321.02 <br />2+00 <br />1!! <br />INSTALL <br />89.69 LF 18" HDPE <br />STA 0 0.97% II <br />- <br />PlUBL <br />INSTALL <br />1-8" BENDf (90) <br />1-8"x6" REDUCER <br />1-6" GATE VALVE <br />29.01 IF " DIP WA <br />•THRU T BLOCK <br />„:1-F4 AS MBLY <br />\ <br />riS <br />CNI <br />PT 2+41 <br />II <br />20' UTILITY - <br />EASEMENT <br />10' <br />\ <br />\ <br />\ \ <br />SPII I AN <br />N. <br />N. <br />In <br />I g <br />C TCH PAN <br />•I <br />irisT L <br />4Are OP NING <br />EXIST. STMH <br />RIM: 5320.51 <br />INV. IN: 5317.71 <br />INV. OUT: 5316.61 <br />/T. <br />IH <br />El <br />1.1-1 <br />IF - <br />(f) <br />EXIST. HONE 0X <br />1+00 <br />N fr. <br />tn • <br />LOT 187 <br />SPILL PAN <br />1 , <br />/ <br />I <br />I I <br />It') <br />• <br />1/ <br />0 <br />a8' <br />EXIST. 8" WA <br />\d'ol <br />= 5325.75\ <br />\ a <br />3 <br />**SEE ALTERNAT <br />INSTALL <br />39.98 LF 1" DOM. WS <br />INCL. METER -OR- <br />28.51 LF 314" IRR. WS <br />INCL. METER <br />a... . .. 44. <br />EXIST. SHM <br />RIM: 5328.02 <br />INV. IN: 5317.92 <br />INV. OUT: 5317.72 <br />200.00' <br />_ - <br />EXG UIL.D1KG <br />SIGNAGE <br />5' EASEMENT / / <br />it <br />II I <br />‘'s\ <br />II <br />11 I <br />NEW SIGN / / <br />INSTAIU_ <br />II <br />11 <br />I I <br />I I <br />I I <br />11 <br />I INSTALL <br />46 IF - 1-6" h x 3-6" CONC. <br />BOX CULVERT 0 1.28%, INCL F.E.S. <br />INCORPORATE F.E.S. INTO BOX CULVERT <br />2 -TRASH RACK (SEE DETAIL) <br />INV. IN: 5318.17 <br />INV. OUT: 5317.58 <br />11 <br />I I <br />I I <br />INSTALL <br />24 DRYSTAKE BOULDER <br />RETAINING WALL <br />212.8 LF 18" CL -II 1RCP <br />IINNOVV..0 5U:0, 1 <br />T%:535114C381.27L.6.2F0.E Si <br />INSTAL <br />3' WA.,INLET (TYPE <br />FL//57,2310 <br />IN). OUT: 53118.23 <br />N. <br />----------- <br />EXIST. ELEC. TRANSFORMER <br />Ann SIM TCH QOX <br />EXIST. 8" PVC W/L <br />INSTALL <br />1-8" TAPPING TEE <br />1-8" TAPPING VALVE <br />137.67 LF 8" WA <br />1 -THRUST BLOCK <br />18" RCP STA <br />STREET PATCH <br />(SEE DETAIL) <br />N‘A3.4.1t9 <br />NSTALL <br />29.92 LF 4" SS <br />0 2.0% (MIN.) <br />r*'ISEE ALTERNATE* <br />.._ <br />EXISTING WATER SERVICE <br />401.19 LF.8" -PVC S/L © 0.85% <br />EXISTING <br />SEWER SERVICE STUB <br />EXIST. 15' TYPE -R INLET <br />FL: 5323.96 <br />INV. OUT: 518.01 <br />I I <br />MT. TT TYPEIR <br />FL: 5323.85 __- <br />INV. OUT: 5318.98 <br />I 1 <br />------ I I <br />I I <br />I I <br />I <br />EXIST. SHM <br />RIM: 5324.48 <br />INV. IN: 5314.31 <br />INV. OUT: 5314.11 <br />ALTERNATE SCHEDULE <br />1 (EXIST. WATER SERVICE) IF WATER SERVICE <br />IS 1-1/2", SERVICE TO BE DIVIDED TO A <br />1" DOMESTIC SERVICE LINE, AND 3/4" IRR. <br />LINE. DOMESTIC AND IRRIGATION SERVICE <br />LINES SHALL HAVE THEIR OWN, SEPARATE, <br />METERS. <br />2 IF EXIST. WATER SERVICE IS 1", SERVICE TO BE <br />USED FOR DOMESTIC SERVICE LINE, AND HAVE <br />A 1" METER. A NEW 3/4" SERVICE TAP SHALL <br />BE MADE ON NEW 8" WATER LINE FOR IRRIGATION <br />SERVICE. <br />IF EXISTING WATER SERVICE IS 3/4", SERVICE TO <br />BE USED FOR IRRIGATION SERVICE LINE, AND HAVE <br />A 3/4" METER. A NEW 1" SERVICE TAP SHALL <br />BE MADE ON NEW 8" WATER LINE FOR DOMESTIC <br />SERVICE. <br />2 <br />NO. <br />20 0 10 20 <br />02/05/01 <br />12/07/00 <br />DATE <br />JOB NO <br />311-1 <br />ORIGINAL SCALE: 1"=20' <br />40 <br />CITY COMMENTS dated - 01/17/01 <br />CITY COMMENTS dated - 11/14/00 <br />DESCRIP TION <br />dsm <br />dsm <br />BY <br />PARK ENGINEERING <br />CONSULTANTS <br />420 21ST AVENUE, SUITE 101 <br />LONGMONT CO. 80501 (303)651-6626 <br />BOULDER FRUIT EXPRESS <br />MASTER UTILITY PLAN <br />DATE <br />10/19/00 <br />CAD NO SHEET NO <br />3111upC2 C2 OF 5 <br />7 1 7 <br />