Laserfiche WebLink
Lots 2, 3 Alvenus Park <br />EX. PP <br />0 <br />SAN <br />w <br />{ <br />{ <br />{ <br />{ <br />( <br />WEST LINE SECTION 4 <br />Po <br />ry <br />COLORADO N/ H$YAY NO <br />SN <br />o <br />1 <br />1 <br />W <br />SAN <br />EX. 12" WATER <br />EX. 15" PVC <br />SAN <br />40' SANITARY/ <br />SEWER EASEMENT <br />P <br />c_EX. WM <br />1 <br />41111•1111 MOM <br />Po <br />w <br />WATER UNE EASEMENT/ <br />REC. # 1108343 <br />. - MONO <br />PROPOSED <br />ASPHALT <br />DRIVE <br />EX. WATER VAULT POTHOLE LOCATIONS 11 A15/00 <br />.r' TOP OF PIPE ELEV.' = 349.70 <br />X ' w <br />1/111110 <br />Po <br />O <br />-4 <br />4' <br />w <br />4 <br />EX. SAN MH <br />RIM=5352.74 <br />INV W=5339.14 <br />INV S=5339.04 <br />SUM OMNI <br />Po <br />27. <br />A <br />OM* 011110. <br />01111110 MOM <br />EX OVERHEAD F OWE 2 <br />Po <br />TRACT A <br />DEDICATED OPEN SPACE <br />.... .■11111, <br />a.ri. -ai..111..t/11t+ <br />Po�•; -- Po <br />DRIVE <br />X: 16 ' AC WATER <br />[k n 4 <br />ITY JF IAEA TIE <br />ATE 2 LINE E SEM <br />EC. # 9n852 <br />POTHOLE LOCATION, 11/15/00 <br />TOP OF PIPE ELEV. = 5340.76 <br />l SIDEWALK <br />CHASE <br />INLET El WITH LID <br />RIM=45.0 <br />INV(S)=40.8 <br />INV(N)=43.2 <br />1 <br />is <br />r - <br />10' UTILITY EASEMENT <br />4 <br />L <br />75' PUBLIC SERVICE <br />COMPANY R.O.W. <br />BK. 713, PG. 12 <br />W <br />EXISTING <br />ASPHALT <br />INLET Cl <br />RIM=54.0 <br />INV(S)=49.5 <br />INV(E)=49.6 <br />INV(N)=49.6 <br />APPROXIMATE FUTURE <br />SIDEWALK LOCATION <br />75.0' <br />0 <br />1 <br />1 <br />1 <br />1 <br />1 <br />PROPOSED <br />ASPHALT <br />DRIVE <br />ASPHALT <br />INLET Di <br />0 .RIM=54.0 <br />n NV ,50.3 <br />1 <br />EXISTING EDGE OF ROAD <br />1 <br />1 <br />INLET Bi <br />RIM= 4.0 I <br />INVS =48.6 <br />INV�N =48.7 I <br />0 <br />a <br />0 <br />O <br />1 <br />1 <br />• <br />• <br />INLET P1 <br />RIM=54.0 <br />INV(E)=47.7 <br />INV(N)=47.8 <br />M <br />a' <br />N <br />l <br />PATIO <br />1 <br />1 <br />F --T-1 <br />1 1 1 <br />TREws/`1_r+�-t•-1 <br />1 <br />fr. . 'SOI V fl 'l.O. SCMCO. 'lam a t a <br />1------' <br />(C::meC•Mis� <br />1 <br />1 <br />1 <br />1 <br />LOT 1 <br />20' JOINT ACCESS <br />EASEMENT <br />' - HISH WOOD <br />TREU.18/L ICE <br />{ <br />A <br />r., <br />EXISTING WALK <br />W <br />EX. SAN MH. <br />RIM=5352.04 <br />INV N=5337.28 <br />INV S=5337.16 <br />INV W=5338.78 <br />1/•110 WIMP <br />4 <br />NEW STORM MH <br />RIM =57.1 <br />EX. INV =46.0 <br />INV(Ndc}1V=46.1 <br />a <br />WATER METER TO BE <br />INSTALLED IN BUILDING <br />WITH REMOTE READOUT <br />EXISTING <br />ASPHALT <br />INLET N4 <br />RIM TO MATCH <br />EXISTING GRADE <br />INV=39.7 <br />INLET U <br />RIM =43.3 <br />INV S)=39.2 <br />INV NW)=39.3 <br />INV NE =39.3 <br />REMOVE EX. F.E.S. J <br />AND EXTEND PIPE <br />INV PIPE=39.0- <br />F.E.S. ▪ �- <br />®- �` / - <br />��� - '� �r� <br />4_ 1 ' �// <br />i <br />i <br />1 <br />. EXISTING" WALK. . <br />wt <br />\/ 1 I <br />I3 <br />RIM= 6.8 <br />INV(N =39.7 <br />INV(E =39.6 <br />EXISTING <br />ASPHALT <br />8" SAN. SEWER <br />z <br />Q <br />EX. 15" PVC <br />T <br />Y) <br />EX. STORM MH <br />RIM=59.8 <br />INV IN (N) = 43.9 <br />INV OUT (E) = 43.7 <br />{ <br />STD. 5' TYPE R INLET <br />INV=45.60 <br />STORM MH --3 <br />RIM = 43.0 <br />INV IN (W) = 38.06 <br />INV IN (N) = 38.48 <br />INV OUT (E) = 37.86 <br />W <br />" RCP SI <br />S��R <br />8 S� <br />4. <br />�- - <br />-~' <br />❑T.P. <br />Tt <br />ro <br />ss_.0 <br />w <br />ST -0 <br />0 <br />zc <br />0 <br />•W <br />0 c.o. <br />Fr <br />LEGEND <br />EXISTING TELEPHONE PEDESTAL <br />Tu - EXISTING UNDERGROUND TELEPHONE <br />Po--- EXISTING OVERHEAD POWER LINE <br />£'S <br />w- <br />ST--- <br />EXISTING SANITARY SEWER W/MANHOLE <br />EXISTING WATER W/FIRE HYDRANT <br />EXISTING STORM SEWER W/MANHOLE <br />PROPOSED STORM SEWER W/MANHOLE <br />EXISTING WATER VALVE <br />EXISTING POWER POLE <br />EXISTING FIRE HYDRANT <br />PROPOSED WATER VALVE <br />PROPOSED WATER METER <br />PROPOSED CLEAN-OUT <br />PROPOSED FIRE HYDRANT <br />PROPOSED WATER SERVICE <br />PROPOSED FIRE SPRINKLER SERVICE <br />PROPOSED SEWER SERVICE <br />PROPOSED STORM INLET <br />NOTES <br />1. ALL CITY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF <br />LOUISVILLE STANDARD SPECIFICATIONS. <br />2. WATER, FIRELINE, SEWER TAPS, AND SERVICE LINE SIZES SHALL BE DETERMINED <br />AT THE TIME OF BUILDING PERMIT APPLICATION. <br />3. ALL NEW WATER • AND SANITARY SEWER SERVICE TAPS TO EXISTING MAINS SHALL <br />BE MADE BY CITY CREWS AT THE DEVELOPER'S EXPENSE. <br />4. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE DONE IN A WAY SO AS TO <br />MINIMIZE DISRUPTION IN SERVICE TO EXISTING USERS. <br />5. THE LOCATION OF THE ABOVE GROUND UTILITIES SHOWN HEREON ARE BASED ON THE <br />FIELD SURVEY BY SCOTT, COX & ASSOCIATES, INC. THE LOCATIONS OF THE <br />UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SAID SURVEY AND INFORMATION <br />PROVIDED BY OTHERS (WHICH MAY INCLUDE THE UTILITY OWNER OR UTILITY LOCATING <br />SERVICES). SCOTT, COX & ASSOCIATES, INC. IS NOT RESPONSIBLE FOR UTILITY <br />INFORMATION PROVIDED BY OTHERS. SCOTT, COX & ASSOCIATES, INC. RECOMMENDS THAT <br />THE LOCATION OF THE UTILITIES BE FIELD VERIFIED PRIOR TO ANY DIGGING ON, OR <br />ADJACENT TO THE SUBJECT PROPERTY. <br />6. SEE FINAL GRADING AND DRAINAGE PLAN FOR ADDITIONAL DETAILS ON STORM SEWER. <br />Scale: 1" = 30' <br />0 15 30 <br />60 <br />FINAL <br />MASTER UTILITY PLAN <br />THE LODGE AT BALFOUR <br />LOUISVILLE, COLORADO <br />) SCOTT, COX & ASSOCIATES, C <br />consulting engineers •air <br />surveyorsIN. <br />ci 1530 55th Street s Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />Designed by <br />Drown by <br />Checked by <br />WHM Dote Scale <br />JAS <br />1 <br />Survey Sheet 1 Drowing no. <br />7/27/00 1"=30' Page <br />Revision Description <br />WHM 1 REV. SITE PLAN <br />2 REV. SITE PLAN <br />3 WATER LINE AS -BUILT <br />4 REV. SITE PLAN <br />5 REVISED SUBMITTAL <br />6 REVISED SUBMITTAL <br />of 1 <br />Date <br />8/23/00 <br />9/29/00 <br />11/15/00 <br />11/21/00 <br />1/8/01 <br />1/29/01 <br />00559 <br />Project no. <br />00559 <br />