HomeMy WebLinkAboutTHE FLATS AT HANSEN FARM - FDP230004 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSBBBBBBBBBBBBBBBBBBBBBBBBBBB
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ELECKNOBBY PINE DRIVEZEPHYR ROADBURLY TREE DRIVE
TWISTED ROOT DRIVESOUTH TIMBERLINE ROADPROPOSED 8" PVCWATER MAINPROPOSED FIRESERVICE (TYP.)PROPOSEDSANITARYSERVICE (TYP.)PROPOSED WATERSERVICE (TYP.)PROPOSEDWATERSERVICE(TYP.)PROPOSED FIRESERVICE (TYP.)PROPOSED SANITARYCLEAN-OUT (TYP.)CONNECT TOEXISTINGSANITARY MANHOLECONNECT TO EXISTINGSANITARYMANHOLEPROPOSED 8" PVCWATER MAINPROPOSED 8" PVCSANITARY SEWERCONNECT TO EXISTING8" PVC WATER MAINCONNECT TOEXISTING 8" PVCWATER MAIN26' FL-FL27' FL-FL25' FL-FL26' FL-FL59' ROW36' FL-FLRAIN GARDENBIOMEDIA AREARAIN GARDENBIOMEDIA AREAEASEMENTEXCLUSIONEASEMENTEXCLUSIONEASEMENTEXCLUSIONEASEMENTEXCLUSIONRAIN GARDENBIOMEDIA AREA9' UTILITY EASEMENT9' UTILITY EASEMENT 26'EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT27'EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT6' SIDEWALK 9' UTILITY EASEMENTEXISTING 2'CONCRETE PANEASEMENTEXCLUSIONEASEMENTEXCLUSIONEASEMENTEXCLUSIONEASEMENTEXCLUSIONRAIN GARDENBIOMEDIA AREARAIN GARDENBIOMEDIA AREAEXISTING 8" PVCSANITARY SEWEREXISTING 8"PVC WATEREXISTINGFIRE HYDRANTEXISTING 9' UTILITY EASEMENT 9' UTILITY EASEMENTEXISTINGDETENTION POND 1EXISTINGDETENTION POND 2DETENTION POND 3
15' UTILITYEASEMENT9' UTILITY EASEMENT
36'FL-FL59' ROWPOND OUTLET STRUCTURE(HANSEN FARM)18" STORM DRAIN(HANSEN FARM)HANSEN FARM15' UTILITYEASEMENTEXISTINGFIRE HYDRANTEXISTING 30"STORM DRAINEXISTING PONDOUTLET STRUCTUREEXISTING 8"PVC WATEREXISTING 10" PVCSANITARY SEWEREXISTING 8"PVC WATEREXISTING 8"PVC WATEREXISTING 30"STORM DRAINEXISTING 18"STORM DRAINEXISTING 18"STORM DRAINEXISTING 2'CONCRETE PAN36'
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59' ROWEXISTING 15"STORM DRAIN129' ROWEXISTINGPOND OUTLETSTRUCTUREEXISTINGFORCE MAINEXISTING16" WATERFIRE HYDRANT(HANSEN FARM)FIRE HYDRANT(HANSEN FARM)FIRE HYDRANT(HANSEN FARM)PROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTEXISTING 15"STORM DRAINPROPOSEDFIRE HYDRANTPROPOSEDTRANSFORMER (TYP.)54' FL-FL76' ROWCONNECT TO EXISTING8" PVC WATER MAINBLOCK 2LOT 1DU&AEBLOCK 2LOT 1DU&AETRACT AOPEN SPACEDU&PAEBLOCK 1LOT 1DU&AECONNECT TO EXISTING8" PVC WATERCONNECT TOEXISTINGMANHOLEPROPOSEDSANITARYCLEAN-OUT (TYP.)STORM DRAIN 2SEE SHEET 14BUILDING 4BUILDING 2BUILDING 3BUILDING 1BUILDING 5BUILDING 6BUILDING 8BUILDING 7STORM DRAIN 4SEE SHEET 16RG B UNDERDRAINSEE SHEET 17STORM DRAIN 3SEE SHEET 15SANITARY LINE CSEE SHEET 13RG A UNDERDRAINSEE SHEET 17RG C UNDERDRAINSEE SHEET 18RG D UNDERDRAINSEE SHEET 18RG E UNDERDRAINSEE SHEET 19STORM DRAIN 1SEE SHEET 9SANITARY LINE BSEE SHEET 13SANITARY LINE ASEE SHEET 12SANITARY LINE A1SEE SHEET 12PROPOSEDIRRIGATIONSERVICEPROPOSEDIRRIGATIONSERVICECONNECTELECTRIC TOEXISTING VAULTCONNECT TOEXISTING VAULTCONNECT TOEXISTING VAULTCONNECTELECTRIC TOEXISTING VAULTSheetTHE FLATS AT HANSEN FARM 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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of 36NORTH( IN FEET )1 inch = ft.Feet0505050100150CALL 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.CallRC 300OVERALL UTILITY PLAN
7KEYMAPNOTES:1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS-LOVELAND WATERDISTRICT STANDARDS WATER DESIGN TECHNICAL CRITERIA MANUAL, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER SOUTH FORT COLLINS SANITATIONDISTRICT STANDARDS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL,LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE 5.0 - 6.0 FEET OF COVER FROM FINISHED GRADE TOTOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONSSHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, ANDARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE INACCORDANCE WITH FORT COLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TOPREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.11.ALL PUBLIC WATERLINE FITTINGS SHALL BE MECHANICALLY RESTRAINED PERFCLWD'S JOINT RESTRAINT TABLE.EXISTING LOT LINEEASEMENT LINESPROPOSED SEWER SERVICEWPROPOSED WATER SERVICEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING SANITARY SEWERPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPERTY BOUNDARYPROPOSED TRANSFORMERPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVT109118