Laserfiche WebLink
w <br />w <br />U) <br />N <br />cn <br />cn <br />1 <br />LEGEND <br />SAN SEWER MH <br />RIM =5324.80 <br />INV (N) =5315.551 <br />INV (S) =5315.65 <br />GRATED INLET <br />��RIM =5323.69 <br />INV (W) =5321.19 <br />INV (N) =5323.71 <br />1 <br />SAN SEWER MH <br />RIM =5324.96 <br />INV (N) =5317.16 <br />INV (SW) =5317.26 <br />SAN SEWER MH <br />RIM =5325.06 <br />INV (N) =5320.16 <br />INV (SW) =5320.26 <br />ss ss - <br />• <br />BUILDING <br />C3 <br />i <br />i <br />ss <br />BUILDING <br />B3 <br />SAN SEWER MH <br />RIM =5328.92 <br />INV (NE) =5319.67 <br />INV (W) =5319.77 <br />/ <br />SAN SEWER MH <br />RIM =5329.36 <br />INV (NE) =5322.71 <br />INV (W) =5322.81 <br />/ <br />1_ <br />r <br />SCOTT, COX & ASSOCIATES, C <br />consulting engineers surveyors <br />mr <br />cl- <br />1530 55th Street Boulder, Colorado 80303 <br />(303) 444 — 3051 <br />B4 <br />BUILDING <br />C4 <br />INE SUBDI\ <br />VELOPMEN <br />!IEEE, CO 8002; <br />III <br />ss <br />BUILDING <br />B3 <br />SAN SEWER MH <br />RIM =5328.92 <br />INV (NE) =5319.67 <br />INV (W) =5319.77 <br />/ <br />SAN SEWER MH <br />RIM =5329.36 <br />INV (NE) =5322.71 <br />INV (W) =5322.81 <br />/ <br />SS <br />\. <br />�� ss SS <br />- I `l - w - i- • 1A/ <br />ss ss ss ss <br />Lc) <br />• <br />• <br />w <br />W -074-W W <br />41, <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />• 7"----i <br />1 <br />1 <br />1 <br />411. <br />1 <br />1 <br />1 <br />OGM <br />xx <br />0 <br />X X X X <br />ss ss <br />w <br />ST -0 ST <br />EXISTING WATER VALVE <br />EXISTING GAS METER <br />EXISTING LIGHT POLE <br />EXISTING FIRE HYDRANT <br />EXISTING SPRINKLER VALVE BOX <br />EXISTING FENCE <br />EXISTING SANITARY SEWER W/MANHOLE <br />EXISTING WATER W/FIRE HYDRANT <br />EXISTING STORM SEWER W/MANHOLE <br />5225 EXISTING CONTOUR <br />X258 EXISTING SPOT ELEVATION <br />SS PROPOSED SANITARY SEWER W/MANHOLE <br />PROPOSED WATER SERVICE W/ FIRE HYDRANT <br />ST -111- ST PROPOSED STORM SEWER W/MANHOLE <br />®WM <br />PROPOSED WATER VALVE <br />PROPOSED WATER METER <br />KEYED NOTES <br />1. EXISTING SANITARY SEWER MAIN TO BE RELOCATED. <br />2. EXISTING WATER MAIN TO REMAIN. <br />3. PROPOSED FIRE HYDRANT AND LATERAL. <br />4. PROPOSED STORM SEWER. <br />5. PROPOSED WATER MAIN. <br />6. PROPOSED SANITARY SEWER MAIN. <br />UTILITY NOTES <br />1. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH <br />THE CITY OF LOUISVILLE STANDARD SPECIFICATIONS. <br />2. WATER, FIRELINE, SEWER TAPS, AND SERVICE LINE SIZES SHALL BE <br />DETERMINED AT THE TIME OF BUILDING PERMIT APPLICATION. <br />3. ALL NEW WATER AND SANITARY SEWER SERVICE TAPS TO EXISTING <br />MAINS SHALL BE MADE BY CITY CREWS AT THE DEVELOPER'S <br />EXPENSE. <br />4. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY <br />SO AS TO MINIMIZE DISRUPTION IN SERVICE TO EXISTING USERS. <br />5. THE LOCATION OF THE ABOVE GROUND UTILITIES SHOWN HEREON <br />ARE BASED ON THE FIELD SURVEY BY SCOTT, COX & ASSOCIATES, <br />INC. ON OCTOBER 6, 2015. THE LOCATIONS OF THE UNDERGROUND <br />UTILITIES SHOWN HEREON ARE BASED ON SAID SURVEY AND <br />INFORMATION PROVIDED BY OTHERS (WHICH MAY INCLUDE THE <br />UTILITY OWNER OR UTILITY LOCATING SERVICES). SCOTT, COX & <br />ASSOCIATES, INC. IS NOT RESPONSIBLE FOR UTILITY INFORMATION <br />PROVIDED BY OTHERS. SCOTT, COX & ASSOCIATES, INC. <br />RECOMMENDS THAT THE LOCATION OF THE UTILITIES BE FIELD <br />VERIFIED PRIOR TO ANY DIGGING ON, OR ADJACENT TO THE SUBJECT <br />PROPERTY. <br />6. BENCH MARK: CITY OF LOUISVILLE LP2: ELEV.=5323.16' NAVD88. <br />CONTOURS SHOWN ARE FROM A GROUND SURVEY. <br />7. ALL UNITS SHALL BE INDIVIDUALLY SERVICED FROM THE PROPOSED <br />UTILITY MAINS. <br />Scale: 1" = 30' <br />0 <br />15 <br />30 <br />60 <br />BUILDING <br />r <br />SCOTT, COX & ASSOCIATES, C <br />consulting engineers surveyors <br />mr <br />cl- <br />1530 55th Street Boulder, Colorado 80303 <br />(303) 444 — 3051 <br />B4 <br />INE SUBDI\ <br />VELOPMEN <br />!IEEE, CO 8002; <br />SS <br />\. <br />�� ss SS <br />- I `l - w - i- • 1A/ <br />ss ss ss ss <br />Lc) <br />• <br />• <br />w <br />W -074-W W <br />41, <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />• 7"----i <br />1 <br />1 <br />1 <br />411. <br />1 <br />1 <br />1 <br />OGM <br />xx <br />0 <br />X X X X <br />ss ss <br />w <br />ST -0 ST <br />EXISTING WATER VALVE <br />EXISTING GAS METER <br />EXISTING LIGHT POLE <br />EXISTING FIRE HYDRANT <br />EXISTING SPRINKLER VALVE BOX <br />EXISTING FENCE <br />EXISTING SANITARY SEWER W/MANHOLE <br />EXISTING WATER W/FIRE HYDRANT <br />EXISTING STORM SEWER W/MANHOLE <br />5225 EXISTING CONTOUR <br />X258 EXISTING SPOT ELEVATION <br />SS PROPOSED SANITARY SEWER W/MANHOLE <br />PROPOSED WATER SERVICE W/ FIRE HYDRANT <br />ST -111- ST PROPOSED STORM SEWER W/MANHOLE <br />®WM <br />PROPOSED WATER VALVE <br />PROPOSED WATER METER <br />KEYED NOTES <br />1. EXISTING SANITARY SEWER MAIN TO BE RELOCATED. <br />2. EXISTING WATER MAIN TO REMAIN. <br />3. PROPOSED FIRE HYDRANT AND LATERAL. <br />4. PROPOSED STORM SEWER. <br />5. PROPOSED WATER MAIN. <br />6. PROPOSED SANITARY SEWER MAIN. <br />UTILITY NOTES <br />1. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH <br />THE CITY OF LOUISVILLE STANDARD SPECIFICATIONS. <br />2. WATER, FIRELINE, SEWER TAPS, AND SERVICE LINE SIZES SHALL BE <br />DETERMINED AT THE TIME OF BUILDING PERMIT APPLICATION. <br />3. ALL NEW WATER AND SANITARY SEWER SERVICE TAPS TO EXISTING <br />MAINS SHALL BE MADE BY CITY CREWS AT THE DEVELOPER'S <br />EXPENSE. <br />4. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY <br />SO AS TO MINIMIZE DISRUPTION IN SERVICE TO EXISTING USERS. <br />5. THE LOCATION OF THE ABOVE GROUND UTILITIES SHOWN HEREON <br />ARE BASED ON THE FIELD SURVEY BY SCOTT, COX & ASSOCIATES, <br />INC. ON OCTOBER 6, 2015. THE LOCATIONS OF THE UNDERGROUND <br />UTILITIES SHOWN HEREON ARE BASED ON SAID SURVEY AND <br />INFORMATION PROVIDED BY OTHERS (WHICH MAY INCLUDE THE <br />UTILITY OWNER OR UTILITY LOCATING SERVICES). SCOTT, COX & <br />ASSOCIATES, INC. IS NOT RESPONSIBLE FOR UTILITY INFORMATION <br />PROVIDED BY OTHERS. SCOTT, COX & ASSOCIATES, INC. <br />RECOMMENDS THAT THE LOCATION OF THE UTILITIES BE FIELD <br />VERIFIED PRIOR TO ANY DIGGING ON, OR ADJACENT TO THE SUBJECT <br />PROPERTY. <br />6. BENCH MARK: CITY OF LOUISVILLE LP2: ELEV.=5323.16' NAVD88. <br />CONTOURS SHOWN ARE FROM A GROUND SURVEY. <br />7. ALL UNITS SHALL BE INDIVIDUALLY SERVICED FROM THE PROPOSED <br />UTILITY MAINS. <br />Scale: 1" = 30' <br />0 <br />15 <br />30 <br />60 <br />r <br />SCOTT, COX & ASSOCIATES, C <br />consulting engineers surveyors <br />mr <br />cl- <br />1530 55th Street Boulder, Colorado 80303 <br />(303) 444 — 3051 <br />INE SUBDI\ <br />VELOPMEN <br />!IEEE, CO 8002; <br />, , _ k <br />c ... - <br />\ - \ 1 7 - <br />\ .9 <br />Q e<,\ / R <br />PROJECT # 15537B <br />DATE: a/1/6 <br />DRAWN BY: MRF <br />CHECKED BY: DPA <br />REVISIONS: <br />COPYRIGHT 2016 <br />All drawn and written information <br />duplicated disclosed or otherwise <br />appearing herein shall not be <br />used without written consent of <br />Hartronft Associates, p.c. <br />PRELIMINARY <br />UTILITY PLAN <br />Sheet <br />C1.02 <br />2 of 3 Sheets <br />