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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />0 <br />z <br />co <br />F- <br />05/09/2024 <br />CD\CH122-5009 SITE PLAN.dwg <br />W:\CH1\22\5009\00\Civil\CAD\Shee <br />— WM <br />SS <br />WM <br />PUBLIC SERVICE TO FH <br />WM WM — WM <br />NGAS NGAS <br />U) <br />62' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY <br />EASEMENT <br />RELOCATED PUBLIC FH <br />PROPOSED METER <br />PIT. SEE DETAIL <br />NGAS NGAS <br />U) <br />NGAS <br />PROPOSED 4" PRIVATE <br />DOMESTIC SERVICE <br />PROPOSED 4" GAS ------- <br />SERVICE <br />c�C <br />PUBLIC SERVICE FROM VALVE TO CURB METER <br />WM — <br />43 <br />- WM <br />6" BOLLARD, TYP. <br />PROPOSED 14' TALL SCREEN <br />WALL. SEE ARCHITECTURAL <br />ELEVATIONS. <br />NGAS <br />U) <br />z <br />36.84' <br />_ z <br />C9 <br />z <br />U) <br />C, <br />z <br />J <br />PROPOSED RELOCATED 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 />54.00' <br />SCREENED — 93.47' <br />EQUIPMENT <br />YARD <br />63.76' <br />• <br />• <br />• <br />• <br />• <br />• <br />PROPOSED 10' TALL SCREEN <br />WALL. SEE ARCHITECTURAL <br />ELEVATIONS. <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 />b'JS' <br />REMOVE EXISTING <br />STORM SEWER <br />REMOVE EXISTING <br />STORM STRUCTURE <br />PROPOSED BOILER HOUSE <br />•_• <br />REMOVE EXISTING <br />STORM STRUCTURE <br />• <br />• <br />25.85' <br />61.85' <br />13.43' <br />1 <br />MOVABLE RAMP <br />EXISTING BUILDING <br />98,885 SF <br />40' ACCESS, DRAINAGE & EXCLUSIVE <br />UTILITY EASEMENT <br />u <br />38' DRAINAGE EASEMENT <br />• • <br />60.67' <br />SCREENED <br />EQUIPMENT <br />YARD <br />63.2 LF-15" RCP @0.27% <br />7 <br />99.58' <br />VAN <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 />N <br />EXISTING STORM SEWER TO REMAIN <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 />REMOVE EXISTING <br />STORM SEWER <br />L J <br />t--4-- <br />\ <br />- WM WM A- -- WM <br />\ <br />\ <br />WM <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />LEGEND <br />EXISTING <br />BOUNDARY <br />SECTION <br />1/4 SECTION <br />1/16 SECTION <br />LOT LINE <br />EASEMENT <br />PROPOSED <br />CENTERLINE <br />—(5280)— MAJOR CONTOUR 5280 <br />(5278) MINOR CONTOUR 5278 <br />CURB / GUTTER <br />SIDEWALK <br />FENCE X <br />ICC/A117.1 ACCESSIBLE ROUTE <br />N/A SAWCUT <br />STORM DRAIN <br />SS SANITARY <br />WM WATERLINE <br />IRR IRRIGATION <br />OH -- OVERHEAD UTILITY <br />CATV CABLE TV <br />E BURIED ELECTRIC <br />FO FIBER OPTIC <br />NGAS NATURAL GAS <br />— T TELEPHONE <br />UKWN UNKNOWN UTILITY <br />WM NOTES: SITE <br />= <br />SS <br />WM <br />IRR <br />OH <br />CATV <br />E <br />FO <br />NGAS <br />T <br />N/A <br />1. CONTRACTOR TO FIELD -VERIFY EXISTING <br />CONDITIONS PRIOR TO CONSTRUCTION AND SHALL <br />NOTIFY ENGINEER OF ANY DISCREPANCIES. <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. DIMENSIONS ARE TO THE FLOWLINE/BOTTOM OF <br />CURB AND BUILDING FACE UNLESS OTHERWISE <br />NOTED. <br />4. PAVEMENT THICKNESS AND DESIGN ARE PER THE <br />GEOTECHNICAL REPORT. <br />5. ACCESSIBLE CURB RAMPS SHALL BE CONSTRUCTED <br />WITH DETECTABLE WARNING PADS IF REQUIRED BY <br />LOCAL CRITERIA. <br />6. CONTRACTOR SHALL REMOVE AND REPLACE CURB, <br />GUTTER, PAVING, LANDSCAPE AND ANY OTHER <br />ITEMS DAMAGED DURING CONSTRUCTION. <br />7. ALL SUBGRADE TO BE PREPARED AND CONFIRMED <br />PER THE APPROVED GEOTECHNICAL REPORT PRIOR <br />TO THE START OF FOUNDATIONS, SLABS, PAVING, <br />ETC. <br />8. BUILDING EGRESS PATH IS TO AN EXISTING <br />EXTERIOR DOOR THAT LEADS TO OPEN AREA AND <br />NOT TO FENCED AREA. REFER TO ARCHITECTURAL <br />PLANS FOR BUILDING EGRESS PATH. <br />0 10 20 40 <br />11,Emml <br />SCALE: 1" = 20' <br />900 south broadway <br />denver, co 80209 <br />z <br />w <br />cts <br />C7 <br />z <br />W <br />LLJ <br />z <br />0 <br />z <br />LLl <br />J <br />> <br />U <br />Cr) <br />Cr) <br />M <br />(D <br />LC) <br />Cr) <br />O <br />Cr) <br />waremalcomb.com <br />F- <br />0 <br />W <br />z <br />0 <br />(i) <br />z <br />a. <br />X <br />W <br />1452 S 96TH STREET <br />N- <br />N <br />CO <br />0 <br />0 <br />0 <br />—J <br />O <br />0 <br />W <br />0 <br />J <br />ENLARGED SITE PLAN <br />REMARKS <br />W <br />H <br />0 <br />REVISED SITE LAYOUT <br />REVISED PER CITY COMMENT <br />REVISED PER CITY COMMENT <br />co <br />N N <br />CDO N ND <br />N <br />r. N <br />..— N <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 />C2.1 <br />Sheet 3 of <br />7 <br />