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Boulder County, CO <br />04076599 <br />Page 3of7 <br />CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT <br />W1CH1\2215009 <br />SS <br />NGAS <br />WM <br />NGAS <br />PUBLIC SERVICE TO FH <br />WM <br />WM WM <br />62' ACCESS, DRAINAGE <br />& EXCLUSIVE UTILITY <br />EASEMENT <br />RELOCATED PUBLIC FH <br />PROPOSED METER <br />PIT. SEE DETAIL <br />NGAS NGAS <br />PROPOSED 4" PRIVATE <br />DOMESTIC SERVICE <br />PUBLIC SERVICE FROM VALVE TO CURB METER <br />6" BOLLARD, TYP. <br />NGAS —1- NGAS <br />PROPOSED 4" GAS <br />SERVICE <br />PROPOSED 14' TALL SCREEN <br />WALL. SEE ARCHITECTURAL <br />ELEVATIONS. <br />WM-- WM <br />Wf� WM <br />WM <br />PROPOSED RELOCATED STORM LINE <br />Mu -1 <br />COOT 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 />1 a 00' <br />{• <br />• <br />WM WM <br />• <br />il 19.... i <br />WM <br />WM <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 />REMOVE EXISTING <br />STORM SEWER <br />REMOVE EXISTING <br />• STORM STRUCTURE <br />• <br />SCREENED - 93.47' • <br />EQUIPMENT <br />YARD <br />i I• J <br />• <br />003,76' <br />• <br />• <br />• <br />• <br />PROPOSED BOILER HOUSE -" <br />a <br />• <br />•_ <br />25.85' —] <br />WM <br />MOVABLE RAMP <br />EXISTING BUILDING <br />98,885 SF <br />I <br />WM WM WM WM <br />40' ACCESS, DRAINAGE & EXCLUSIVE <br />UTILITY EASEMENT <br />38' DRAINAGE EASEMENT <br />SCREENED <br />EQUIPMENT <br />YARD <br />WM <br />63.2 LF-15" RCP @0.27% <br />99.58' <br />7 <br />Wtw1 WM <br />WM <br />WM <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 />• <br />• <br />• <br />• <br />EXISTING STORM SEWER TO REMAIN <br />• <br />t"x <br />r MH-4 <br />1 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 />Mi Or_111 M <br />ryh' <br />i <br />-1 <br />Crn <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />•\ <br />• <br />WM <br />WM \ WM WM <br />11 <br />-4 <br />WM <br />• <br />• <br />• <br />ll <br />• <br />• <br />• <br />• <br />1 <br />LEGEND <br />EXISTING <br />BOUNDARY <br />SECTION <br />1/4 SECTION <br />1/16 SECTION <br />LOT LINE <br />EASEM ENT <br />PROPOSED <br />CENTERLINE <br />--(5280)- - MAJOR CONTOUR — 5280 <br />MINOR CONTOUR 5278 <br />_ — CURB/GUTTER <br />SIDEWALK <br />FENCE X <br />UKWN <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 />hICAS NATURAL GAS <br />T TELEPHONE <br />UNKNOWN UTILITY <br />WM NOTES: SITE <br />5S <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 />SCALE: 1" = 20' <br />THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE M <br />denver, co 80209 <br />SURVEYING <br />obi <br />NEERING <br />CD <br />W <br />J <br />C,) <br />c, <br />re. <br />to <br />a <br />waremalcomb.com <br />EXPANSION PROJECT <br />1452 S 96TH STREET <br />i- <br />0 <br />CO <br />0 <br />0 <br />J <br />O <br />0 <br />w <br />J <br />J_ <br />0) <br />O <br />J <br />ENLARGED SITE PLA <br />cc <br />ccLu <br />I— <br />z <br />W <br />2 <br />2 <br />I-- <br />• 0 <br />0 <br />} <br />F- w <br />W <br />to a <br />w w07 <br />REVISED PER CITY COMMENT <br />cV ch <br />JOB NO.: <br />PA/PM: <br />DESIGNED: <br />DATE: <br />PLOT DATE: <br />C H 122-5009 <br />JG <br />DW <br />09/25/2023 <br />05/09/24 <br />SHEET <br />C2.1 <br />Sheet 3 of 7 <br />