HomeMy WebLinkAboutHOMESTEAD AT CLARENDON HILLS - FDP200032 - - UTILITY PLANS (5)SSSSWWWWWWWSWWWWWWWSUDH2OCTSEEEEFOFOFOFOE CTVCTVCTVCTVCTVT CTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTVCTVE E E E EESSSSSSSSSSWWWWWW WWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /Connection 17-1STA 10+00.00N: 106118.11E: 189888.6655.44 LF EXISTING 8" PVC@ 1.00%22.79 LF8" PVC@ 1.00%SSMH 17-2STA 10+22.79N: 106140.90E: 189888.46132.06 LF 8" PVC @ 0.60%SSMH 17-3STA 11+54.86N: 106176.83E: 190015.5592.35 LF 8" PVC @ 0.60%SSMH 17-4STA 12+47.21N: 106234.04E: 190088.03LANGDALE DRIVELOT 2LOT 3LOT 6LOT 5LOT 7LOT 8LOT 468' ROW50' FL-FL 36' FL-FL54' ROW5' DRAINAGEEASEMENT (TYP.)EXISTING8" WATEREXISTING 8"SANITARY SEWEREXISTINGIRRIGATION DITCHPROPOSED WATERSERVICE (TYP.)EXISTINGWETLAND AREA4.5' SIDEWALK4.5' SIDEWALKPROPOSEDPOND16' UTILITY EASEMENT19' UTILITY EASEMENTCONCRETE CAP(SEE NOTE 8)5070507550805085509050955100510551105070507550805085509050955100510551109+5010+0011+0012+0013+0055.44 LF 8" PVC @ 1.00%22.79 LF 8" PVC @ 1.00%SSMH 17-2STA 10+22.79RIM 5090.2±INV. IN 5079.46 (E)INV. IN 5079.46 (W)INV. OUT 5079.16 (S)132.06 LF 8" PVC @ 0.60%SSMH 17-3STA 11+54.86RIM 5090.7±INV. IN 5080.45 (NE)INV. OUT 5080.25 (W)92.35 LF 8" PVC @ 0.60%SSMH 17-4STA 12+47.21RIM 5090.2±INV. OUT 5081.01 (SW)EXISTINGGROUNDPROPOSEDGROUNDEXISTINGSANITARY PIPECONNECTION 17-1STA 10+00.00CONNECT TO EXISTINGSANITARY SEWER STUBINV. 5078.93 (N)7.4'CLEARANCESSSWWWWWWSWWWWWWSUDCTSEEEEEFOFOFOFOFOE CTVCTVCTVCTVCTVCTVT CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVC
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// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /LOT 1LOT 2LOT 3LOT 6LOT 5LOT 468' ROW
50' FL-FL
36' FL-FL54' ROW5' DRAINAGEEASEMENT (TYP.)EXISTING 8"SANITARY SEWER4.
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K4.5' SIDEWALKPROPOSEDPOND19' UTILITY EASEMENTSSMH 17-2STA 10+00.00N: 106140.90E: 189888.4690.18 LF 8" PVC @ 1.00%SSMH 17-2-1STA 10+90.18N: 106133.77E: 189798.565070507550805085509050955100510551105070507550805085509050955100510551109+5010+0011+0011+5090.18 LF 8" PVC @ 1.00%SSMH 17-2
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RIM 5090.2±
INV. IN 5079.46 (E)
INV. IN 5079.46 (W)
INV. OUT 5079.16 (S)
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RIM 5090.5±
INV. OUT 5080.36 (E)EXISTINGGROUNDPROPOSEDGROUNDSheetHOMESTEAD AT CLARENDON HILLS These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 19NORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHENSHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THEEXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIESAND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THEREQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES.4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OFSUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS.5.CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, FIBER, GAS, AND ELECTRICLOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS.6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASESEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFERZONE.7.CONTRACTOR SHALL VERIFY THE INVERT AND SLOPE OF EXISTING SANITARY STUBS PRIOR TOCONSTRUCTION.8.INSTALL 4 FT. x 7 FT. x 6 IN. CONCRETE CAP OVER SANITARY SEWER. CENTER CONCRETE CAPUNDERNEATH RETAINING WALL WITH LONGEST DIMENSION PARALLEL TO SANITARY SEWER.9.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWERMAINS, WATER MAINS & SERVICES.10.SANITARY SEWER MAINS SHALL BE SDR-35 PVC UNLESS OTHERWISE NOTED.11.SANITARY SEWER SERVICES SHALL BE 4" SDR-35 PVD UNLESS OTHERWISE NOTED.12.CONTRACTOR SHALL ADJUST SANITARY SEWER MANHOLES PER SOUTH FORT COLLINS SANITATIONDISTRICT STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE AJDUSTED TO 14" BELOW FINISHEDGRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHINVEHICLE OR BICYCLE WHEEL PATHS.13.ALL SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDCONSTRUCTION SPECIFICATIONS LATEST EDITION.14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS,SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THISPROJECT, SHALL BE REPLACED OR RESTORED TO CITY OR FORT COLLINS STANDARDS AT THEDEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TOTHE ISSUANCE OF CERTIFICATE OF OCCUPANCY.15.STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITYINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIRSTANDARDS.16.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS,OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.EXISTING WATER MAINLEGEND:WCTVEXISTING CABLEEXISTING SANITARY SEWERPROPOSED CURB & GUTTEREXISTING FIRE HYDRANTEXISTING WATER MANHOLEPROPERTY BOUNDARYPROPOSED LOTLINEPROPOSED STORM DRAIN / IRRIGATIONSS1PLAN & PROFILE
SANITARY LINES 17-1 & 17-26CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRSWPROPOSED SANITARY SEWERSSPROPOSED WATER SERVICEPROPOSED SANITARY SERVICEFOEXISTING FIBER OPTICEEXISTING ELECTRICH2OCTEXISTING CABLE PEDESTALEXISTING TELEPHONE PEDESTALEXISTING ELECTRIC METEREXISTING LIGHT POLEEASEMENTAll changes, addendums, additions, deletions andmodifications to these drawings must be approved,in writing, by the Fort Collins-LovelandWater District and the South Fort Collins Sanitation District.District Engineer DateFORT COLLINS - LOVELANDWATER DISTRICTSOUTH FORT COLLINSSANITATION DISTRICTSANITARY LINE 17-1PROFILE SCALE:SANITARY LINE 17-2PROFILE SCALE:PROPOSED WATER MAINWVEXISTING WATER VALVE