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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />05/09/2024 <br />W:\CHI\22\5009\00\Civil\CAD\Sheets\CD\CH122-5009 UTILITY PLAN.dwg <br />- SS <br />WM <br />P <br />— NGAS NGAS <br />N <br />62' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY <br />EASEMENT <br />RELOCATED <br />PUBLIC FH <br />PROPOSED METER <br />PIT. SEE DETAIL <br />NGAS NGAS <br />U) <br />NGAS <br />NGAS <br />WM <br />WM <br />/vfvl <br />WM <br />PUBLIC SERVICE FROM VALVE TO METER <br />EX. IRRIGATION SERVICE TO REMAIN <br />EX. FIRE SERVICE TO REMAIN <br />REMOVE EXISTING Z';" <br />DOMESTIC SERVICE;& METER <br />PROPOSED 4" PRIVATE <br />DOMESTIC SERVICE <br />PROPOSED 4" GAS <br />SERVICE <br />I <br />z <br />VAN <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />WM <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: 3,104,955.88 <br />INV IN:5347.48 <br />INV OUT: 5347.48 <br />RELOCATED PRIVATE STORM LINE <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 />V <br />J <br />GQ <br />or— <br />• <br />• <br />PROPOSED FORCEMAIN TO <br />CONNECT TO INTERIOR PLUMBING <br />2, <br />• <br />WM <br />WM Wtv1 WM — WM <br />40' ACCESS, DRAINAGE & EXCLUSIVE <br />UTILITY EASEMENT <br />38' DRAINAGE EASEMENT <br />WM <br />WM WM <br />z- <br />z <br />MH-3 <br />CDOT TYPE 13 VALLEY GRATE <br />RIM. 5351.40 <br />N: 1,229,075.94 <br />E: 3,105,023.10 <br />INV IN:5347.30 <br />INV OUT: 5347.30 <br />63.2 LF-15" RCP ©0.27% <br />•-• <br />• <br />EXISTING BUILDING <br />99,885 SF <br />• • • • • <br />, <br />7 <br />VAN <br />WM <br />33.5 LF-15" RCP ©0.27% \ <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 />WM <br />WM <br />\ <br />WM <br />WM\ <br />WM <br />CONTRACTOR SHALL VERIFY <br />EXISTING INVERT AT CONNECTION <br />PRIOR TO CONSTRUCTION. NOTIFY <br />ENGINEER OF ANY DISCREPANCIES. <br />EXISTING FIRE HYDRANT <br />WM <br />\ <br />LEGEND <br />N/A <br />SS <br />- WM <br />IRR <br />OH <br />CATV <br />E <br />FO <br />NGAS <br />T <br />UK WN <br />BOUNDARY <br />EASEMENT <br />CENTERLINE <br />CURB / GUTTER <br />BUILDING <br />SAWCUT <br />STORM DRAIN <br />SANITARY <br />WATERLINE <br />IRRIGATION <br />OVERHEAD UTILITY <br />CABLE TV <br />BURIED ELECTRIC <br />FIBER OPTIC <br />NATURAL GAS <br />TELEPHONE <br />UNKNOWN UTILITY <br />WM NOTES: UTILITY <br />PROPOSED <br />SS <br />WM <br />IRR <br />OH <br />CATV <br />E <br />FO <br />NGAS <br />T <br />N/A <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 />SCALE: 1" = 20' <br />ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. <br />900 south broadway <br />denver, co 80209 <br />SURVEYING <br />ots <br />0 <br />w <br />w <br />z <br />0 <br />z <br />W <br />J <br />U <br />waremalcomb.com <br />05/09/2024 <br />FOR AND ON BEHALF <br />OF WARE MALCOMB <br />PROJECT <br />z <br />0 <br />Cn <br />Z <br />a_ <br />X <br />W <br />1452 S 96TH STREET <br />N- <br />N <br />O <br />O <br />CO <br />0 <br />0 <br />O <br />J <br />0 <br />0 <br />0 <br />J <br />CO <br />CD <br />CD <br />U <br />J <br />CC <br />Ls_ <br />F— <br />c� <br />CD <br />O <br />U <br />w <br />a <br />O <br />0_ <br />0 <br />w <br />W <br />DC <br />CD <br />U <br />V <br />W <br />a_ <br />0 <br />CD <br />CD <br />CD <br />0 <br />w <br />U <br />w <br />UTILITY PLAN <br />REMARKS <br />REVISED SITE LAYOUT <br />REVISED PER CITY COMMENT <br />REVISED PER CITY COMMENT <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 />