HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 5 - UTILITY PLANS (5)ELECCVAULTF.O.CTSSSSSSSSSSSSSSSSSSE E E E E E E E EFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV
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NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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PVC71' ROW44'FL-FL50'FL-FLEX-SANITARY MHRIM=4924.97INV IN = 4909.17 (N)INV IN = 4909.17 (E)INV OUT = 4909.07 (W)EXISTING SANITARYLINE400 LF 10" PVC800 LF 10" PVCEX-STORM MHRIM=4919.34INV IN = 4913.26 (NW)INV OUT = 4913.26 (S)138.2 LF 15" RCP @ 0.41%TRACT PUDA&EAEU2UTILITY PLAN17CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U3
NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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PROJECTBOUNDARY9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 13TRACT LDE&IETRACT MDE&IETRACT NDE&IE5' SIDEWALK
5' SIDEWALK5' SIDEWALKCARRIAGE PARKWAY
CARRIAGE PARKWAY
EXISTING 12" ELCOWATER LINEEXISTINGFIRE HYDRANTSTORM DRAIN GSEE SHEET ST5POND 3 CULVERTSSEE SHEET ST7TRACT ODE&IEPROPOSED NON-POTABLEIRRIGATION LINE (BY OTHERS)RAIN GARDEN 4SEE SHEET RG4RAIN GARDEN 5SEE SHEET RG4THOMAS J SKILLMAN4608 KITCHELL WAY,FORT COLLINSWATER LINE ASEE SHEET WT4SANITARY LINE ASEE SHEET SS3STORM DRAIN BSEE SHEET ST2RE-ALIGNEDCONCRETE CHANNELRE-ALIGNEDCONCRETE CHANNELFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSFOX GROVE HOA4345 FOX GROVE DR,FORT COLLINSCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPCONCRETE RUNDOWNw/ 4'x4' SCOUR-STOPPROPOSED 4' CONCRETESIDEWALK CULVERT12" C900 PVC
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84' ROW54'FL-FLEXISTING STORM MHRIM = 4925.51INV IN = 4919.31 (N)INV IN = 4919.31 (W)INV OUT = 4919.21 (W)367 LF 10" PVCEXISTINGSANITARY LINEEXISTING SANITARY MHEX-SANITARY MHRIM=4926.04INV IN = 4912.08 (N)INV IN = 4912.04 (E)INV OUT = 4911.94 (W)433.48 LF 10" PVCPROPOSED 4' CONCRETESIDEWALK CULVERTRELOCATE EXISTINGFIBER-OPTIC PEDSTALU3UTILITY PLAN18CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
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9' UTILITY EASEMENT PROJECTBOUNDARYWATER LINE A1SEE SHEET WT6LOT 1LOT 8TRACT FDE&IETRACT HDE&IETRACT JDE&IEEXISTING 60" GREELEYRAW WATER LINE5' SIDEWALK
5' SIDEWALK
STREET A (PRIVATE)TOP OF DITCH (TYP.)LAKE CANALTRIC CANALPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6PROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D6LAKE CANAL CULVERT CSEE SHEETLC3TRIC CULVERT BSEE SHEET TRIC1BOX CULVERT HSEE SHEET ST7RAIN GARDEN 2SEE SHEET RG2SANITARY LINE A2 (W)SEE SHEET SS5PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDNON-POTABLE PUMP HOUSE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILPROPOSEDPEDESTRIAN BRIDGEWATER LINE CSEE SHEET WT138" C900 PVC
PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)CONNECT TOEXISTING WATER LINE12" C900 PVC12" C900 PVC 12" C900 PVC8"
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PVC50'FL -FLDITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 200700238295' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 9208154810' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 920815485' CITY OF FORT COLLINSPUBLIC UTILITY EASEMENTREC. NO. 92081548CDOT PARCELREC.NO. 20190065531CDOT PARCELREC.NO. 20190065531TRACT PUDA&EAETRACT QUDA&EAERAIN GARDEN 3SEE SHEET RG3TRAIL EASEMENT(WIDTH VARIES)U4UTILITY PLAN19CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U5
NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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PVC50'FL-FL84' ROW54'FL-FLEXISTING 40' WATER LINEEASEMENTDITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829TRACT PUDA&EAETRACT GDE&IEU5UTILITY PLAN20CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U6
NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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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
N
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WATER LINE A1SEE SHEET WT6LOT 2LOT 1LOT 4TRACT EDETRACT FDE&IESTREET A (PRIVATE)5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADPOND OUTLET 1SEE SHEET ST6STORM DRAIN DSEE SHEET ST4RAIN GARDEN 1SEE SHEET RG1SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)PROPOSEDREGIONAL TRAILSTORM DRAIN CSEE SHEET ST3STORM DRAIN ISEE SHEET ST8WATER LINE CSEE SHEET WT138" C900 PVC
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NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST PROSPECT ROADINTERSTATE 25
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18" PVC 15" PVCPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTRELOCATEFIRE HYDRANT9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT9' UTILITY EASEMENTLOT 2LOT 3LOT 5LOT 4TRACT FDE&IETRACT KDE&IEEXISTING 60" GREELEYRAW WATER LINGSTREET A (PRIVATE)CARRIAGE PARKWAY
5' SIDEWALK
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5' SIDEWALK 5' SIDEWALK5' SIDEWALK10' SIDEWALKPROSPECT ROADLAKE CANALTRIC CANALLAKE CANAL CULVERT BSEE SHEET LC3STORM DRAIN CSEE SHEET ST3POND OUTLET 2SEE SHEET ST6LAKE CANAL CULVERT ASEE SHEET LC1TRIC CULVERT ASEE SHEET TRIC1STORM DRAIN ESEE SHEET ST4WATER LINE A1SEE SHEET WT5WATER LINE A1(E)SEE SHEET WT8SANITARY LINE A2 (W)SEE SHEET SS4PROPOSEDNON-POTABLE WATER LINE(DESIGNED BY OTHERS)CONNECT TO EXISTING12" PVC WATER LINECONNECT TO EXISTING6" PVC WATER LINESANITARY LINE A2 (E)SEE SHEET SS7WATER LINE ASEE SHEET WT1WATER LINE BSEE SHEET WT11WATER LINE B1SEE SHEET WT12CITY OF FORT COLLINSSWITCH GEARRAIN GARDEN 1SEE SHEET RG1PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6LOT 7LOT 6PROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTPROPOSED TEMPORARYFIRE HYDRANTSSMH A312" C900 PVC12" C900 PVC12" C900 PVC12" C900 PVC8" C900 PVCPROPOSED CONCRETERUNDOWN AND FOREBAYSEE DETAIL SHEET D612" C900 PVC 8" C900 PVCPROPOSEDFIRE HYDRANTPROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)PROPOSEDAIR RELEASE VALVE (ARV)8" C900 PVCPROPOSED BLOW OFFFIRE HYDRANT FORELCO MAINTENANCE10' SIDEWALK84' ROW54'FL-FL62'FL-FLEXISTING 40' WATER LINEEASEMENT30' UTILITYEASEMENT50' IRRIGATIONEASEMENT TO LAKE CANALDITCH HABITAT BUFFERDITCH HABITAT BUFFERPROPOSED CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D68" WATER STUB FORFUTURE SERVICE OF LOT 68" WATER STUB FORFUTURE SERVICE OF LOT 740' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2007002382930' UTILITY EASEMENTREC. NO. 20190065531TRACT QUDA&EAETRACT GDE&IE36' UTILITYEASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTPROPOSED UTILITY EASEMENTU8UTILITY PLAN23CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U9
NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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GGGGGGGGGGGGGGGGGCTVCTVCTVCTVCTVXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVXXCTVCTVCTVCTVCTVCTVXXCTVCTVSH2OH2OH2OH2OH2OH2OH2OWVWVWSCWCCWECABLEWWWWWWWWWWWWWWWWWWWWWSS SS SS SS
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12" SS12" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
G G G G G G G G G G G G G G G G G G G
12" SS 12" SS 12" SS 12" SS GGGGGGGGG12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WFF12" SS12" SS12" SS12" SS12" SS12" SST8" W
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8" W 8" W 8" W 8" W 8" WEEEEEEEEFESFESHYDELECF.O.ELECFOF.O.F.O.F.O.F.O.MH2OFOMFOFOFOFOFOFOFOFOFOFOFOFO WWWWWWWWWWWWWWWEEEEEEEEE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /GGGGGGG/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEWEXISTING 60" GREELEYRAW WATER LINGPOUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSPROSPECT ROADTRIC CANALCONNECT TO EXISTING12" PVC WATER LINEWATER LINE BSEE SHEET WT12PROPOSED 4'CONCRETESIDEWALK CULVERTSEE DETAIL SHEET D6POUDRE SCHOOLDISTRICT PROSPECT6-12 SCHOOLSLOT 7DITCH HABITAT BUFFER40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 20070023829EXISTINGFIRE HYDRANTU9UTILITY PLAN24CALL 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.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150MATCH LINE - SEE SHEET U8
NOTES: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 EAST LARIMER COUNTY WATER DISTRICT,WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT,STANDARDS & SPECIFICATIONS for SANITARY SEWER PIPELINE CONSTRUCTION ANDIMPROVEMENTS, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARENOT TO SCALE.5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINECOVER FROM FINISHED GRADE TO TOP 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 DETERMINEDIN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALLREPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREETSTANDARDS.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.EXISTING LOT LINEEASEMENT LINEWPROPOSED 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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVPROPOSED GATE VALVEPROPOSED BUTTERFLY VALVEPROPOSED NON-POTABLE WATER LINENPNATURAL HABITAT BUFFEREXISTING 60" CITY OF GREELEY WATER LINEWEXISTING STREET LIGHTVAULTPROPOSED UNDERGROUND ELECTRICPROPOSED ELECTRIC TRANSFORMEREEXISTING UNDERGROUND ELECTRICEEXISTING FIBER OPTIC CABLEFOEXISTING OVERHEAD UTILITIESOHUPROPOSED ELECTRIC VAULTVAULTELECSheetRUDOLPH 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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