Laserfiche WebLink
1 <br />GRAPHIC SCALE <br />30 0 15 30 80 <br />( IN FEET ) <br />1 inch = 30 ft. <br />.5 ..... . • F?. . ....... . ... . . ... . •• • :. <br />EX/ST/NG DETENT/ON POND <br />PROPOSED SAN <br />SERVICE CONNECTION <br />TO SHADE STRUCTURE <br />(SIZE TBD) <br />PROPOSED -•-•'"ter <br />WATER SERVICE <br />TO SHADE STRUCTURE <br />(SIZE TBD) <br />SHAD <br />STRUC1UIjEs;- <br />PROPOSED <br />GAS SERVICE <br />G <br />PROPOSED <br />6" WATER MAIN <br />(PRIVATE) <br />NO CURB <br />G <br />G <br />• <br />• <br />• <br />• <br />25' <br />ti <br /><n <br />BOTTOM OF POND <br />ELEV=5284.30 <br />(c) <br />com <br />N <br />1 PI <br />PROPOSED <br />DETENTION POND <br />0.244 acre -ft <br />TOP OF POND <br />ELEV=5287.30 <br />3 -STAGE:: POND <br />.OUTLET <br />STRUCTURE <br />(PRIVATE) <br />VACATED <br />30' ROADWAY & UTILITY <br />EASEMENT (REC# 105413 & P) <br />SS- rts <br />I :,7 <br />ti <br />CO <br />N <br />in <br />(NOT PART OF <br />THIS SURVEY) - <br />18" RCP (PRIVATE) <br />POND OUTLET <br />CONNECT TO EX. STLB <br />t' <br />CONNECT TO EX. MAIN <br />STUB OUT. <br />SANITARY MANHOLE <br />RIM ELEV: 5286.95' <br />INV IN (N) 12" PVC: 5276.22' <br />INV IN (S) 12" PVC: 5276.19' <br />INV OUT (W) 12" PVC: 5276.06' <br />- CONNECT PROPOSED <br />3-PHASE PRIMARY LINE TO <br />EXISTING TRANSFORMER <br />LOCATED IN OUTLOT D. <br />0.11.111 <br />PROPOSED �_•,, ;. <br />FIRE HYDRANT <br />'.. 5288 <br />NC) CURR <br />1078' <br />.e•.• <br />4 .° PROPOSED. . <br />>''FIRE'HYDRAN'T <br />'CMP (PR•WATE); , <br />.40//,, FES, AT'EACH' END <br />STORM MANHOLE <br />RIM ELEV: 5286.70' <br />INV IN (W) 18" RCP: 5282.75' <br />INV OUT (S) 18" RCP: 5282.55' <br />INSTALL MANHOLE <br />AT CONNECTION POINT <br />(PRIVATE) <br />• DRIVEWAY CURB CUT <br />PER CITY STANDARDS <br />TAPER 6" <br />TO 0" CURB <br />PROPOSED <br />6" WATER MAIN <br />(PRIVATE) <br />NO CURB <br />L7 <br />PROPOSED <br />BUILDING <br />6" FIRE SERVICE TAP <br />CONNECT TO EX. MAIN <br />STUB OUT. <br />STORM INLET <br />RIM ELEV: 5291.84' <br />FL ELEVATION: 5290.99' <br />INV IN (N) 18" RCP: 5283.84' <br />INV OUT (S) 18" RCP: 5283.84' <br />SANITARY MANHOLE <br />RIM ELEV: 5293.28' _ <br />'INV IN (W) 8" PVC: 5281.99' <br />INV OUT (E) 8" PVC: 5281.83' <br />ss �c <br />¢w <br />vm <br />V) <br />0 <br />z <br />J <br />• °gip <br />� .. <br />CY <br />N <br />1 <br />PROPOSED SAN SERVICE, CONNECT <br />TO EX. STUB OR TAP INTO MAIN <br />(REFER TO MEP PLANS FOR <br />SAND/OIL/GREASE INTERCEPTOR) <br />DOMESTIC SERVICE, <br />CONNECT TO EX. STUB <br />OR TAP INTO MAIN <br />ST <br />N <br />Ln <br />APER -0 67' <br />`0" 'CURB <br />TAR <br />TO 0" CURB <br />ss ss <br />I0 <br />MONUMENT <br />SIGN <br />--•- W ----- sm---� vt DRIVEN? COMB-CUT' ...-. .-._ * _.. _-- W - <br />PER CITY STANDARDS'tet,, <br />ST _ ._ ST .� 4::•1..._ ST`,- •--- ST <br />QST - ..... ST - <br />--- SS SS -- Ss Ss SS --- SS <br />STORM INLET <br />RIM ELEV: 5291.80' I <br />FL ELEVATION: 5291.00' <br />(INVERT UNOBTAINABLE) <br />STORM MANHOLE <br />RIM ELEV: 5291.73' <br />INV IN (N) 18" RCP: 5283.23' <br />INV IN (S) 18" RCP: 5283.23' <br />INV IN (W) 24" RCP: 5282.73' <br />INV OUT (E) 30 RCP: 5282.38' <br />w. <br />ST <br />SS <br />E. <br />SANITARY MANHOLE <br />RIM ELEV: 5289.08' <br />INV IN (W) 8" PVC: 5280.41' <br />INV OUT (E) 8" PVC: 5280.25' <br />DRIVEWAY CURB CUT <br />ss ss ss <br />- ST - <br />ST ST <br />ST <br />STORM MANHOLE <br />RIM ELEV: 5286.71' <br />INV IN (W) 30" RCP: 5280.76' <br />INV OUT (E) 30" RCP: 5280.66' <br />01 <br />STORM INLET <br />RIM ELEV: 5286.12' <br />FL ELEVATION: 5285.30' <br />INV OUT (E) 30" RCP: 5281.87' <br />ST <br />36' RCP <br />/INV ELEV: 5280.49' <br />STORM MANHOLE <br />RIM ELEV: 5286.14' <br />INV IN (W) 30" RCP: 5281.59' <br />INV OUT (E) 36" RCP: 5281.19' <br />PROPOSED GAS SERVICE <br />30" RCP <br />INV ELEV: 5279.56' <br />SANITARY MANHOLE <br />RIM ELEV: 5286.58' <br />INV IN (W) 8" PVC: 5277.11' <br />INV IOUT (N) 12" PVC: 5277.08' <br />SANITARY MANHOLE <br />RIM ELEV: 5286.75' <br />INV IN (W) 8" PVC: 5277.69' <br />INV OUT (E) 8" PVC: 5277.59' <br />STORM INLET <br />RIM ELEV: 5286.51' <br />-FL ELEVATION: 5285.72' <br />INV IN (S) 18" RCP: 5281.71' <br />INV OUT (N) 18" RCP: 5281.61' <br />K e <br />Caliallan <br />ssociates <br />A rckitecture <br />boulder, Colorado 8(”01 <br />Telephone - 505.5+5.2007 <br />• <br />• <br />Notes <br />1. EXISTING SITE CONDITIONS AND TOPOGRAPHY IS BASED ON IMPROVEMENT SURVEY <br />PLAT PREPARED BY FLATIRONS, INC. DATED DECEMBER 7, 2012, PROJECT NO. <br />12-100,445. REFER TO SAID SURVEY FOR ADDITIONAL INFORMATION. <br />2. BENCHMARK INFORMATION: ELEVATIONS BASED ON NGS POINT Q 143, WITH A <br />PUBLISHED ELEVATION OF 5296.02 FEET (NAVD88), BEING A STAINLESS STEEL ROD <br />IN A 5" PVC PIPE WITH LOGO LID LOCATED APPROXIMATELY 300' NORTH OF THE <br />INTERSECTION OF DILLON ROAD AND 104TH STREET ON THE EAST SIDE OF 104TH <br />STREET. <br />3. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN ZONE X (UNSHADED), <br />AREAS DETEMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN ACCORDING TO THE <br />FEMA FLOOD INSURANCE RATE MAP; COMMUNITY -PANEL NO. 085076-0578 F, <br />DATED JUNE 2, 1995. FLOOD INFORMATION IS SUBJECT TO CHANGE. <br />4. PROPOSED GRADING AS SHOWN HEREON IS PRELIMINARY FOR THE PUD PROCESS <br />REVIEW AND SHOULD NOT BE USED FOR CONSTRUCTION. FINAL CONSTRUCTION <br />DOCUMENTS MUST BE PREPARED TO SHOW FINAL GRADING DESIGN. <br />5. PROPOSED UTILITY LOCATIONS AS SHOWN HEREON ARE PRELIMINARY FOR THE PUD <br />PROCESS REVIEW AND SHOULD NOT BE USED FOR CONSTRUCTION. FINAL <br />CONSTRUCTION DOCUMENTS MUST BE PREPARED TO SHOW FINAL GRADING DESIGN. <br />6. FINAL DESIGN OF ELECTRIC LINES AND GAS LINES SHALL BE COORDINATED WITH <br />THE APPROPRIATE UTILITY COMPANY PRIOR TO FINAL CONSTRUCTION. <br />7. ALL WORK SHOWN SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND SITE <br />WORK SPECIFICATIONS AND CITY OF LOUISVILLE STANDARDS, SPECIFICATIONS AND <br />8. THE SANITARY LIFT STATION LOCATED ON OUTLOT D HAS PHONE SERVICE LINE <br />THAT WAS NOT LOCATED AT TIME OF SURVEY. THE UNMARKED PHONE SERVICE <br />SHALL BE ACCOMMODATED WITH CONSTRUCTION OF THIS DEVELOPMENT. <br />9. FINAL UTILITY PLANS SHALL SPECIFY FINAL BUILDING USES, AND DETERMINE IF <br />GREASE TRAPS, AND/OR SAND/OIL INTERCEPTORS WILL BE REQUIRED FOR THIS <br />PROJECT. <br />10. FINAL PLANS SHALL IDENTIFY PROPER REQUIREMENTS FOR SPILL CONTAINMENT OF <br />FUEL STORAGE AS REQUIRED BY THE STATE OF COLORADO. <br />Legend <br />EXISTING ABBR. DESCRIPTION <br />Ltd ` Ltd <br />PL <br />ESMT <br />SEC <br />CL <br />EOA <br />-W- <br />FH <br />FL <br />STMH <br />INV <br />SAMH <br />co <br />EM <br />IRR <br />PP <br />GUY <br />EL <br />TRANS <br />EM <br />TL <br />re <br />GL <br />GM <br />IRR <br />FNC <br />EG <br />FG <br />FFE <br />ELEV <br />H CR <br />WM <br />PROPERTY LINE <br />ADJACENT PROP. LINE <br />EASEMENT LINE <br />SECTION LINE <br />CENTERLINE <br />FLOODPLAIN LIMITS <br />EDGE OF ASPHALT <br />CURB AND GUTTER <br />RIPRAP <br />CONCRETE WALK <br />CONCRETE <br />5 -FT CONTOUR LINE <br />1 -FT CONTOUR LINE <br />WATER LINE <br />FIRE HYDRANT <br />FLOW LINE <br />STORM SEWER LINE <br />STORM SEWER MANHOLE <br />FLARED END SECTION <br />INVERT <br />SANITARY SEWER LINE <br />SANITARY SEWER MANHOLE <br />CLEANOUT <br />OVERHEAD UTILITY LINE <br />UTILITY POLE <br />GUY WIRE <br />ELECTRIC LINE <br />TRANSFORMER <br />ELECTRIC METER <br />LIGHTPOLE <br />TELEPHONE LINE <br />TELEPHONE BOX <br />GAS LINE <br />GAS METER <br />IRRIGATION LINE <br />FENCE <br />HANDICAP PARKING SPACE <br />TREE (DECIDIOUS) <br />SIGN <br />EXISTING GRADE SPOT ELEV <br />FINISHED GRADE SPOT ELEV <br />FINISHED FLOOR ELEVATION <br />ELEVATION <br />HANDICAP RAMP <br />WATER METER <br />PROPOSED <br />5021 <br />ST <br />ST <br />ovu ow <br />4 <br />IRR IRR <br />Louisviiie rire escue <br />Peet Maintenance and Training Complex <br />Louisville, Colorado 80027 <br />0 <br />in <br />ce <br />06 <br />CV 0 <br />Lu <br />cc <br />a. <br />0 <br />2 UPDATED PER FINAL DRAINAGE REPORT <br />ad <br />• <br />*OM Cltj <br />Poftite <br />LIJ <br />O. <br />ruZi <br />-J eti <br />Z <br />CD Cl <br />CD <br />K. CLIFFORD <br />CHECKED BY: <br />o <br />APPROVED BY: KJC <br />ce in <br />ciw <br />0-1 <br />LIJ <br />Ct <br />0 <br />CO <br />LO <br />C\1 <br />CO <br />>- <br />0 <br />0 <br />03 <br />o <br />O. <br />UTILITY <br />ots <br />cc <br />"e:e.v <br />40 .* <br />.c .50 <br />DRAWING <br />• <br />3NIl SRL NO JAW AO 3993 NOLLISOd <br />3NI1 SOU NO 1N19d AO 3903 NOWSO I <br />2996 838WflN .11:1Vd AB 820E1038 <br />REORDER BY PART NUMBER 6552 <br />2999 E281/111N IUVd A8 8306038 <br />co <br />V1OS3NNIW '3d0H M3N • <br />V1OS3NNIV '3d0H M3N • <br />cn <br />13 <br />ri <br />33> <br />811 <br />VIOS3NNIUV '3d0H M3N • <br />0 <br />33 <br />ti381Al(iN ONIMVdO <br />ti38Wf1N JNIMVdO <br />0 <br />m <br />