Loading...
HomeMy WebLinkAboutGATEWAY APARTMENTS - PDP230001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHE10" SS10" SS10" SS10" SS10" SS10" SS10" SSWWWWWW30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS12" W8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" SSUDEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E EEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVAULTCCCCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CCCCCCCCCCCCCCW W W WWGGGAS METERSEEELEC METERSGGGAS METERSGGGAS METERSGGGAS METERSGGGAS METERSGGGAS METERSEEELEC METERSEEELEC METERSEEELEC METERSEEELEC METERSUDUDUDUDWFWFWFWFFWS S SS NYLO PL AS T DO NOT POL L U TE D RA I N S T O WA T E RW A Y S UDUDUDUDNYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON EEEG G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E ET TEE TET TET EGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G GGGGGGGGGGNYLO P L A S T DO NOT POL L U T E D R A IN S T O W A T ER W A YS NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOPLAST DO NOT POLLUTEDRAINS TOWATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOP LA ST DO NOT P OL L UT E DRAINS T O WATERW AY S DO NOT PO L LU T E D R A IN S TO W AT E RW A Y S NYLOPLAS T D UC T I L E I R ON NYLOP LA ST DO NOT P OL L UT E DRAINS T O WATERW AY S DO NOT PO L LU T E D R A IN S TO W AT E RW A Y S NYLOPLAS T D UC T I L E I R ON W IR NYLOPLAST DO NOT POLLUTEDRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON OWNER: DELSEMSROBERT A & KDENISEOWNER: SEA STARLIMITEDPARTNERSHIPOWNER:ANDERSONKENNETH E &JULIE ANNPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICE26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FLPROPOSEDSTORM DRAINPROPOSEDUNDERDRAINPROPOSED 8" WATERLINE26' EMERGENCYACCESS ANDUTILITY EASEMENTPROPOSED 8"WATERLINE26' EMERGENCYACCESS AND UTILITYEASEMENTPROPOSED 8"WATERLINEPROPOSED 8"SANITARY SEWERPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPLANNED ELECTRIC LINEPER GATEWAY AT PROSPECT PLANS26' EMERGENCYACCESS ANDUTILITYEASEMENTPROPOSED STORTECH CHAMBERSPLANNED 27" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED 12" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED 12" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED 30" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 812' UTILITY EASEMENTPLANNED STORM DRAINPER GATEWAY AT PROSPECTCONNECT TO PLANNED STORM DRAINPER GATEWAY AT PROSPECT WITH NEWMANHOLE WITH WATER QUALITY WEIRPLANNED RAIN GARDENPER GATEWAY AT PROSPECT PLANSPLANNED UNDERDRAINPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPROPOSED ELECTRICMETER (TYP.)PROPOSED GASMETER (TYP.)10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT12' UTILITYEASEMENT12' UTILITYEASEMENT7' UTILITYEASEMENT35.25' DRAINAGEEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT6.5' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMNT10' UTILITY EASEMENT10' UTILITYEASEMENTPROPOSED TRANSFORMERPROPOSEDTRANSFORMERPROPOSED TRANSFORMERPROPOSED TRANSFORMERPROPOSED TRANSFORMERPLANNED FIRE HYDRANTPER GATEWAY AT PROSPECT PLANSPLANNED TEMPORARY FIRE HYDRANTPER GATEWAY AT PROSPECT PLANSPLANNED FIRE HYDRANTPER GATEWAY AT PROSPECT PLANSSTREET BSTREET DPROPOSED GAS LINEPROPOSEDELECTRICLINE9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT21' DRAINAGE EASEMENTPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANSPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANSPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMED26' EMERGENCYACCESS ANDUTILITYEASEMENT63' ROW63' ROWGARAGE 1 GARAGE 2 GARAGE 5GARAGE 3 GARAGE 4 PROPOSED 1.5" IRRIGATION METERGATEWAY AT PROSPECTTRACT BTRACT ACALL 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.Feet03030306090MATCH LINE - SEE SHEET C5.02 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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX PROSPECT RDUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTEXISTING 10" SANITARY SEWERMATCH LINE - SEE SHEET C5.03OWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS I-25 AND PROSPECT ROAD FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N O T F O R C O N S T R U C T I O N These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 17ENGINEERNGIEHTRONRNC5.0113UTILITY PLANC5.01C5.02C5.03 X X X X XXXXXXXXXXXXX27" SS BL BL BL BL B L B L B L B L BL B L BL BL BLBLBLBL BLBLBLBLBLBL B L B L BL BL B L BLBLBL B L BLBLBL BL BLBLBLYIELDYIELD27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS8" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WSDSDSDSDSDSDSDSDSDNPNPNPNPSDNP12" W12" WEEEE EEEEEEEEE E E E E E E E EEEEEEEEEEEEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE EEEEEEEEEEEEE E E E E EESD8" WE SD SD SD SD SD S D S D S D S D S D S D S D S D S D SDCCCC CCCCCCCCCCWWGGGAS METERSGGGAS METERSGGGAS METERSEEELEC METERS EEELEC METERS EEELEC METERSNYLOPLAST DO NOT POLL U TE DRAINS T O WATERWAYS DO NOT POL LUTE D RAINS T O WAT E R WAYS NYLOPLAST D U C TILE I R ON NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS UDW F WFWF W WSSSS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON UDUDEEEEEEEEEEGGGGGGGG G G G G G G G G GEEEEEEEEEEEEEEEEE ETTEETE TTGGGGGGGGGGGGGGGGGGGGGGGGGGEENYLOPLASTDO NOT POLL U TE DRAINS T O WATERWAYS DO NOT P O LLUT E DRA I N S TO W A TERW A YS NYLOPLAST D U C TILE I R ON WIRNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON PROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSEDDRAINAGE EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FL26' EMERGENCYACCESS AND UTILITYEASEMENTPROPOSED STORM DRAINPROPOSED 8" WATERLINEPROPOSED 8"SANITARY SEWERPROPOSED UTILITY EASEMENTPROPOSED 8"WATERLINEPROPOSED 8"SANITARY SEWERPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED STORMTECH CHAMBERSPROPOSED STORM DRAINPROPOSED STORM DRAINPLANNED 27" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED 12" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED NONPOTABLE CONNECTIONPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANSBUILDING 5BUILDING 6BUILDING 7BUILDING 8PLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSCONNECT TO PLANNED STORM DRAINPER GATEWAY AT PROSPECT WITH NEWMANHOLE WITH WATER QUALITY WEIRPROPOSED STORM DRAINPROPOSED UNDERDRAINPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPROPOSED ELECTRICMETER (TYP.)PROPOSED GASMETER (TYP.)10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT30' UTILITY EASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT10' UTILITYEASEMENTDRAINAGE EASEMENTPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANS10' UTILITYEASEMENTPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANS1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED TRANSFORMERPROPOSED TRANSFORMERPROPOSED TRANSFORMERPROPOSEDTRANSFORMERREMOVE TEMP FIRE HYDRANT ANDCONNECT TO PLANNED 8" WATERPER GATEWAY AT PROSPECT PLANSSTREET DSTREET EPLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENT30' PEDESTRIANACCESS ANDTRAIL EASEMENT9' UTILITY EASEMENTBOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)9' UTILITY EASEMENTPROPOSED GAS LINEPROPOSEDELECTRICLINE9' UT ILITY EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT20' DRAINAGE EASEMENTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANSF U T U R E C I T Y O F F O R T C O L L I N S T R A I L B O X E L D E R C R E E K 26' EMERGENCYACCESS ANDUTILITYEASEMENT63' ROWGARAGE 6PROPOSED STORM DRAINGATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT IGATEWAY AT PROSPECTTRACT DTRACT BCALL 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.Feet03030306090MATCH LINE - SEE SHEET C5.01NOTES: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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX PROSPECT RDUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTMATCH LINE - SEE SHEET C5.03OWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS I-25 AND PROSPECT ROAD FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N O T F O R C O N S T R U C T I O N These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 17ENGINEERNGIEHTRONRNC5.0214UTILITYPLANC5.01C5.02C5.03 XXXXXX X X X X X X X X X X X X XXXXXXXX X X X X X X X X X X X X X XXXXXX OHEOHEOHUOHUOHUOHUOHU/ / / / / / / /X X X X X X X X X X X XXXXX6" WOHUOHUTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWTWWWSSSSSSOHUOHUOHUOHUOHUOHU OHU OHU XXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /CONTROLIRRH2OH2OACWSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSH2OSGGGGGGGGGGGG XXXX X X X X X X XOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUOHUOHUOHU30" SS30" SS30" SS 30" SSS 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WSSV.P.V.P.H2OW30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS8" SSW12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" WUDE E EEEE EE E E E E E E E E E E E E E E E E EVAULT EEEEEEEEEEEEE E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEE SDCCCCCXXXXXXXXXX X X X X XXXXXXXXXX X XXXXXXXXXXXXXXXX X X X WEEELEC METERSGGGAS METERSEWF WFS S NYLO PL AS T DO NOT POL L U TE D RA I N S T O WA T E RW A Y S UDUDGGGGGGGGGG G G G G GEEEEEEEEEEEEEEE ETETEGGGGGGGGGGGGGGGGGGGGGEEELEC METERSTGGGAS METERSSWFWNYLO P L A S T DO NOT POL L U T E D R A I N S TO W A T E R WA Y S UDUDUDNYLO P L A S T DO NOT P O L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O NOWNER:CULBERTSONDAVID MOWNER:BADECARLAMOWNER:WHITEWESLEY RANGELINAMOWNER:MOODYMARILYNJOANNEOWNER:MOODYMARILYNJOANNEOWNER:DEADMONDLARRY L&NANCY KPROSPECT RDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMEDPROPOSED 6"FIRE SERVICEPROPOSED 6"FIRE SERVICEPROPOSED 8"WATERLINEPROPOSED 8"SANITARY SEWERPROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________26' EMERGENCY ACCESSAND UTILITY EASEMENTPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSED 1.5" WATER METERSIZE TO BE CONFIRMEDPROPOSEDFIRE HYDRANTPROPOSEDFIRE HYDRANTPROPOSED 8" WATERLINEPROPOSED 8"SANITARY SEWEREXISTING SUBDRAINEXISTING 27"CITY OFGREELEYWATERLINE26' EMERGENCYACCESS ANDUTILITYEASEMENTPLANNED 10" WATERLINEPER GATEWAY AT PROSPECT PLANSPLANNED 30" SANITARY SEWERPER GATEWAY AT PROSPECT PLANSPLANNED SUBDRAINPER GATEWAY AT PROSPECT PLANSEXISTING SUBDRAINLEASINGOFFICE ANDCLUBHOUSEBUILDING 1BUILDING 9PROPOSED RAIN GARDEN UNDERDRAIN10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT45' UTILITYEASEMENT12' UTILITY EASEMENT7' UTILITYEASEMENTPLANNED RAIN GARDENPER GATEWAY AT PROSPECT PLANSPLANNED UNDERDRAINPER GATEWAY AT PROSPECT PLANSPLANNED 2' CONCRETE PANPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAINPER GATEWAY AT PROSPECT PLANSPLANNED STORM DRAIN OUTFALLPER GATEWAY AT PROSPECT PLANSPROPOSED STORM DRAINPROPOSED ELECTRICMETER (TYP.)PROPOSED GASMETER (TYP.)10' UTILITYEASEMENT10' UTILITYEASEMENT12' UTILITYEASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENTPROPOSED UNDERDRAIN10' UTILITYEASEMENTPROPOSEDTRANSFORMERPROPOSED TRANSFORMERSTREET B 20' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20513' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 20160018473PROPOSEDDRAINAGE EASEMENTDRAINAGE EASEMENT TOTHE CITY OF FORT COLLINSREC. NO. 201600184749' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENTPROPOSED TRANSFORMERPROPOSED 1" WATER METERSIZE TO BE CONFIRMEDPROPOSED 6" FIRE SERVICEPROPOSED 6" SANITARY SERVICESIZE TO BE CONFIRMED26' EMERGENCYACCESS ANDUTILITYEASEMENTREMOVED TEMP FIRE HYDRANT ANDCONNECT TO PLANNED 8" WATERPER GATEWAY AT PROSPECT PLANSCONNECT TOPLANNED SEWER MANHOLEPER GATEWAY AT PROSPECT PLANS21' DRAINAGE EASEMENTFU T U R E C I T Y O F F O R T C O L L I N S T R A I L FUTURE CITY OF FORT COLLINS TRAIL BOXELDER CREEK100-YR OVERFLOWCHANNEL26' EMERGENCYACCESS ANDUTILITY EASEMENT63' ROWGARAGE 1 GATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT FCALL 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.Feet03030306090MATCH LINE - SEE SHEETS C5.01 & C5.02NOTES: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. BEFORECOMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BERESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.2.ALL WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATESTEDITION.3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICTSANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTEDAND ARE NOT TO SCALE.5.ALL WATERLINES SHALL HAVE A 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADETO TOP OF PIPE.6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACTLOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITYPROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEENALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEYINFORMATION.9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BEDETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS. ENGINEERINGINSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORTCOLLINS STREET REPAIR STANDARDS.10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BEADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONSSHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE ORBICYCLE WHEEL PATHS.11.PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.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 BOUNDARYEXISTING TELEPHONE PEDESTALPROPOSED STREET LIGHTWSSPROPOSED LOT LINEPROPOSED ROWEXISTING ROWEXISTING CABLECTVEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX PROSPECT RDUTILITY PLAN REVIEWEAST LARIMER COUNTY WATER DISTRICTUTILITY PLAN REVIEWBOXELDER SANITATION DISTRICTOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS I-25 AND PROSPECT ROAD FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005N O T F O R C O N S T R U C T I O N These drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 17ENGINEERNGIEHTRONRNC5.0315UTILITYPLANC5.01C5.02C5.03