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Boulder County, CO <br />04076599 <br />Page 7 of 7 <br />CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />0 <br />z <br />a <br />O <br />0 <br />CHI122150091001CiviI1CAD1Sheets\CD1CHI22-5009_UTILITY PLAN.dwg <br />— WM <br />SS <br />WM <br />U) <br />Wm <br />WM WM <br />62' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY <br />EASE VIENT <br />— NGAS <br />U) <br />U1 <br />U) <br />U) <br />cn <br />U) <br />RELOCATED <br />PUBLIC FH <br />PROPOSED METER <br />PIT. SEE DETAIL <br />NGAS NGAS NGAS <br />in i <br />-- - - --- <br />-- - - - 1-------- 1_ _ <br />NGAS N AS <br />PROPOSED 4" PRIVATE <br />DOMESTIC SERVICE <br />PROPOSED 4" GAS <br />SERVICE <br />FDC <br />I <br />_1 t <br />r-- <br />WM - WM WM <br />-WM WM <br />PUBLIC SERVICE FROM VALVE TO METER <br />EX. IRRIGATION SERVICE TO REMAIN <br />EX FIRE SERVICE TO REMAIN <br />• <br />REMOVE EXISTING T. <br />DOMESTIC SERVICE/;& METER <br />(.p <br />z <br />WM <br />WM <br />11 <br />WM <br />WM <br />MH-2 <br />CDOT TYPE 13 VALLEY GRATE <br />RIM' 5351.23 <br />N: 1,229,075.94 <br />E: 3,104,955.86 <br />INV IN:5347.48 <br />INV OUT- 5347.48 <br />WM <br />WM WIW WM WM <br />40' ACCESS, DRAINAGE & EXCLUSIVE <br />UTILITY EASEMENT <br />38' DRAINAGE EASEMENT <br />1 <br />• <br />z <br />• • <br />3 I <br />4 I <br />_j f - <br />1 <br />RELOCATED PRIVATE STORM LINE <br />• • • • <br />MH - 1' <br />CDOT TYPE 13 VALLEY GRATE <br />RIM. 5350.85 <br />N: 1,229,038.62 <br />E 3,104,899.58 <br />INV IN-5347.66 <br />INV OUT' 5347 66 <br />• <br />• <br />• <br />• <br />• <br />• <br />PROPOSED FORCEMAIN TO <br />CONNECT TO INTERIOR PLUMBING <br />63.2 LF-15" RCP @0.27% <br />■ . r. <br />M_ <br />EXISTING BUILDING <br />99,885 SF <br />�l <br />7 <br />, <br />II <br />,1 <br />I <br />11 <br />[7.2 <br />WM <br />7 <br />WM WM <br />-3 <br />CDOT TYPE 13 VALLEY GRATE <br />RIM: 5351 40 <br />Ni. 1,229,075.94 <br />E 3,105,023.10 <br />INV IN:5347 30 <br />/MH <br />INV OUT: 5347 30 <br />33.5 LF-15" RCP @0.27% <br />"/ <br />l6. <br />• <br />\ <br />WM ----- WM <br />4.: <br />t <br />MH - 4 \ <br />CDOT TYPE 13 VALLEY GRATE <br />RIM: 5351 18 <br />N: 1,229,038 45 <br />E• 3,105,023 10 <br />INV IN:5347 20 <br />INV OUT. 5347.20 <br />♦ <br />• <br />\ <br />\ <br />\ <br />\ <br />\ <br />• <br />WM WM 1 WM <br />CONTRACTOR SHALL VERIFY <br />EXISTING INVERT AT CONNECTION <br />PRIOR TO CONSTRUCTION. NOTIFY <br />ENGINEER OF ANY DISCREPANCIES. <br />\ <br />\ <br />• <br />• <br />• <br />EXISTING FIRE HYDRANT <br />1 <br />1 <br />1 <br />1 <br />WM <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />• <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />LEGEND <br />EXISTING <br />BOUNDARY <br />EASEMENT <br />CENTERLINE <br />CURB/GUTTER <br />PROPOSED <br />BUILDING 1 'A <br />N/A SAWCUT - - <br />STORM DRAIN <br />SS SANITARY SS <br />WM WATERLINE WM <br />IRR IRRIGATION IRR <br />OH OVERHEAD UTILITY OH <br />CATV CABLE TV CATV <br />E BURIED ELECTRIC —g <br />FO FIBER OPTIC FO <br />N GAS NATURAL GAS NGAS <br />TELEPHONE T <br />UKWN UNKNOWN UTILITY N/A <br />WM NOTES: UTILITY <br />1. CONTRACTOR SHALL VERIFY THE ELEVATION OF ALL <br />EXISTING UTILITIES WHERE NEW GRADING OR <br />UTILITY WORK WILL OCCUR AND NOTIFY THE <br />ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. <br />ENGINEER WILL NOT BE LIABLE FOR ANY COSTS <br />ASSOCIATED WITH CHANGES TO THE DESIGN <br />WITHOUT PROPER NOTIFICATION. <br />2 SEE COVER SHEET FOR BENCHMARK, BASIS OF <br />BEARINGS, AND SURVEY INFORMATION. <br />3. PROPOSED DRY UTILITIES ARE SHOWN FOR <br />REFERENCE ONLY. REFER TO PLANS BY UTILITY <br />PROVIDERS AND/OR MEP. <br />4. EXISTING UTILITY STRUCTURES TO BE ADJUSTED AS <br />NECESSARY FOR PROPOSED GRADING. <br />5. REFER TO GEOTECHNICAL REPORT FOR <br />GROUNDWATER ELEVATIONS. <br />6. MANHOLES ARE CONTROLLED AT THE CENTER OF <br />STRUCTURE. <br />7. CURB INLETS ARE CONTROLLED AT TOP FACE OF <br />INLET (TFI), CENTERED ON THE STRUCTURE. <br />8. AREA AND VALLEY INLETS ARE CONTROLLED AT THE <br />CENTER OF STRUCTURE. <br />9. UTILITY TRENCHES ARE TO BE COMPACTED PER <br />JURISDICTION CRITERIA, PIPE MANUFACTURER <br />RECOMMENDATION, AND GEOTECHNICAL REPORT, <br />WHICHEVER IS STRICTER. <br />10. ALL STORM DRAIN AND SANITARY SEWER LINES TO <br />HAVE WATER -TIGHT GASKETS. <br />11 ALL REINFORCED CONCRETE PIPE (RCP) TO BE <br />CLASS III OR APPROVED EQUIVALENT UNLESS <br />OTHERWISE NOTED. <br />12. ALL STORM DRAIN AND SANITARY SEWER PVC TO BE <br />SDR35 UNLESS OTHERWISE NOTED OR REQUIRED BY <br />THE JURISDICTION. <br />13. ALL WATER LINE PVC TO BE C900 UNLESS <br />OTHERWISE NOTED OR REQUIRED BY THE <br />JURISDICTION. <br />0 10 20 40 <br />1.1. <br />SCALE: 1 N = 20' <br />w <br />w <br />CD <br />Ow <br />I <br />fr4C7 <br />Lu <br />C) <br />denver, co 80209 <br />05/09/2024 <br />FOR AND ON BEHALF <br />OF WARE MALCOMB <br />1452 S 96TH STREET <br />N- <br />N <br />0 <br />0 <br />O <br />0 <br />J <br />0 <br />C <br />W <br />J_ <br />U) <br />0 <br />J <br />UTILITY PLAN <br />REMARKS <br />r I— <br />UJ <br />oo0 <br />555 <br />ILI re re <br />!ww <br />snag <br />LLI LWW W <br />>>> <br />www <br />CC 11 <br />JOB NO.: <br />PA! PM: <br />DESIGNED: <br />DATE: <br />PLOT DATE: <br />CH122-5009 <br />JG <br />DW <br />09/25/2023 <br />05/09/24 <br />SHEET <br />C5.0 <br />Sheet 7 of 7 <br />