HomeMy WebLinkAboutGATEWAY APARTMENTS - PDP230001 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (2)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 X XXXXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHE10" SS10" SS10" SS10" SS10" SS10" SS10" SSWWWWWW30" SS
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C C C C C C CCCCCCCCSTREET BSTREET D10' UTILITY EASEMENTOWNER: DELSEMSROBERT A & K DENISEOWNER: SEA STARLIMITED PARTNERSHIPOWNER: ANDERSONKENNETH E & JULIE ANNGATEWAY AT PROSPECTTRACT BGATEWAY AT PROSPECTTRACT F
TRACT A26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FL26' EMERGENCYACCESS ANDUTILITY EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT12' UTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT12' UTILITYEASEMENT12' UTILITYEASEMENT7' UTILITYEASEMENT35.25'DRAINAGEEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT6.5' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMNT10' UTILITYEASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT21' DRAINAGE EASEMENTPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANS63' ROW63' ROW9' (TYP.)15'(TYP.)8' (TYP.)15' (TYP.)8' (TYP.)8'(TYP.)23'17'(TYP.)9' (TYP.)8.5' (TYP.)18' (TYP.)17'(TYP.)15'(TYP.)8' (TYP.)15'(TYP.)8' (TYP.)8'(TYP.)15' (TYP.)15' (TYP.)8'(TYP.)19'(TYP.)8' (TYP.)17'(TYP.)9' (TYP.)15'(TYP.)8' (TYP.)17'(TYP.)9' (TYP.)8' (TYP.)18'(TYP.)9' (TYP.)17'(TYP.)9' (TYP.)17' (TYP.)23' (TYP.)8'(TYP.)8' (TYP.)23' (TYP.)15'(TYP.)18'(TYP.)8.5' (TYP.)26'DRIVEAISLE26' DRIVEAISLE26' DRIVE AISLE30.67' DRIVEAISLE24'DRIVEAISLE24'DRIVEAISLE26'DRIVEAISLE8' (TYP.)26' DRIVE AISLE15' (TYP.)26' EMERGENCYACCESS ANDUTILITYEASEMENT26' DRIVE AISLETRASH COMPACTOR222222222222222222222222222222211331333333412221112' SIDEWALK CHASE2' CURB CUTR10'R25'R25'R25'R10'R10'R25'R25'R25'R25'R25'R25'R25'R10'R10'R5'R25'R25'R10'R10'R10'R10'R15'R15'R25'R10'R25'R25'D3P4P4P4P4P4P4P4P4P4P4P4P4666666666166666BUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 8BUILDING 9GARAGE 1
GARAGE 2 GARAGE 59' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTGARAGE 3 GARAGE 4
5' SIDEWALK 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK 5' SIDEWALK
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5' SIDEWALK 5' SIDEWALKEXISTING 5' SIDEWALKEXISTING 5' SIDEWALKFUTURE 5' SIDEWALK9' UTILITY EASEMENT26'10' (TYP.)CALL 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 C3.01
TSDBF1235631" INFLOW DRIVE-OVER CURB & GUTTER 30" INFLOW VERTICAL CURB & GUTTER18" VERTICAL OUTFLOW CURB & GUTTERCONCRETE DRIVE APRON WITH 2' LIP31" OUTFALL DRIVE-OVER CURB & GUTTERCURB TRANSITION1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OREDGE OF WALK.2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.3. SINGLE POINT CURB TRANSITIONS ARE 6'.4. SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCDREGARDLESS OF PLAN LOCATION.5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.6. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.18" VERTICAL INFLOW CURB & GUTTERSTANDARD ACCESS RAMPDIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMPCORNER FLARE ACCESS RAMPEASEMENTSNOTES:PROPOSED INFLOW CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTPROPOSED OUTFALL CURB & GUTTER4LEGEND:PROPOSED LOT LINEEXISTING ROWPROPOSED ROWPARKING STALL ASPHALT PARKINGHEAVY DUTY ASPHALT PAVINGPRIVATE CONCRETE FLATWORKPUBLIC CONCRETE FLATWORKOUTFALL CURB AND GUTTERRAIN GARDEN BIOMEDIA AREAX' PANPXDRIVEWAY (TYPE III)D3EFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005NO
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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 17ENGINEERNGIEHTRON RNC3.0005CIVILSITE PLANC3.00C3.01C3.02MATCH LINE - SEE SHEET C3.02EASEMENTCity of Fort CollinsDevelopment Review EngineeringTim Dinger, P.E.Date: 02/01/2023
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PROSPECT RDSTREET B OWNER:CULBERTSON DAVID MOWNER:BADECARLA MOWNER:WHITEWESLEY RANGELINA MOWNER:MOODYMARILYNJOANNEOWNER:MOODYMARILYNJOANNEOWNER:DEADMONDLARRY L &NANCY KGATEWAY AT PROSPECTTRACT FGATEWAY AT PROSPECTTRACT HOWNER: GLANZTHOMAS J/LAURA P5'SIDEWALKPROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________26' EMERGENCY ACCESSAND UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT45' UTILITYEASEMENT12' UTILITY EASEMENT7' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT12' UTILITYEASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT10' UTILITYEASEMENT20' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20513' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT21' DRAINAGE EASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT63' ROW36' FL-FL8' (TYP.)17'(TYP.)9' (TYP.)8.5' (TYP.)18' (TYP.)8' (TYP.)15'(TYP.)17'(TYP.)19'(TYP.)8.5' (TYP.)18' (TYP.)8.5'(TYP.)18' (TYP.)9' TYP.END STALL8.5'(TYP.)18' (TYP.)18' (TYP.)8.5'(TYP.)23' (TYP.)8'(TYP.)18'9'29'DRIVEAISLE26' DRIVE AISLE26' DRIVEAISLE26' EMERGENCYACCESS ANDUTILITYEASEMENTPROPOSEDDRAINAGE EASEMENTDRAINAGE EASEMENT TOTHE CITY OF FORT COLLINSREC. NO. 2016001847422222222222222222111111112' SIDEWALK CHASE2' CURB CUT2' SIDEWALK CHASE2' SIDEWALK CHASER17'R25'R15'R15'D3P2P2P2P2P266P46666666LEASING OFFICEAND CLUBHOUSEBUILDING 1BUILDING 9GARAGE 1 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTFUT
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POOLRE: LANDSCAPE PLANSFOR PAVING &MATERIALSDOG PARKRE: LANDSCAPE PLANSFOR PAVING &MATERIALS26'10' (TYP.)CALL 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 C3.00TSDBF1235631" INFLOW DRIVE-OVER CURB & GUTTER 30" INFLOW VERTICAL CURB & GUTTER18" VERTICAL OUTFLOW CURB & GUTTERCONCRETE DRIVE APRON WITH 2' LIP31" OUTFALL DRIVE-OVER CURB & GUTTERCURB TRANSITION1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OREDGE OF WALK.2. ATTACHED WALK WIDTHS ARE FROM BACK OF CURB.3. SINGLE POINT CURB TRANSITIONS ARE 6'.4. SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCDREGARDLESS OF PLAN LOCATION.5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.6. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.18" VERTICAL INFLOW CURB & GUTTERSTANDARD ACCESS RAMPDIRECTIONAL ACCESS RAMP BI-DIRECTIONAL ACCESS RAMPCORNER FLARE ACCESS RAMPEASEMENTSNOTES:PROPOSED INFLOW CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTPROPOSED OUTFALL CURB & GUTTER4LEGEND:PROPOSED LOT LINEEXISTING ROWPROPOSED ROWPARKING STALL ASPHALT PARKINGHEAVY DUTY ASPHALT PAVINGPRIVATE CONCRETE FLATWORKPUBLIC CONCRETE FLATWORKOUTFALL CURB AND GUTTERRAIN GARDEN BIOMEDIA AREAX' PANPXDRIVEWAY (TYPE III)D3EFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005NO
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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 17ENGINEERNGIEHTRON RNC3.0207CIVILSITE PLANC3.00C3.01C3.02MATCH LINE - SEE SHEET C3.01Sidewalk should extend down towhere it will eventually connect toProspect Road sidewalk after theProspect capital project is completed.Add the trail width tothe labels, if known
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NYLOPLAST DUCTILE IRON OWNER: ANDERSONKENNTH E & JULIEANNOWNER: DEADMONDLARRY L & NANCY KOWNER:CULBERTSONDAVID MOWNER: SEA STARLIMITED PARTNERSHIPOWNER: DESELMSROBERT A & KDENISEOWNER:MOODYMARILYNJOANNEPROSPECT RDSTREET B STREET DSTREET EGATEWAY AT PROSPECTTRACT BGATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT IGATEWAY AT PROSPECTTRACT DGATEWAY AT PROSPECTTRACT HOWNER: GLANZTHOMAS J/LAURA PGATEWAY ATPROSPECTTRACT FTRACT ATRACT BLEASING OFFICEAND CLUBHOUSEBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8BUILDING 99' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTFUT
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63' ROWPROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________CALL 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.Feet0606060120180PROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47
.45
)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYKEYMAPX
PROSPECT RDOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005NO
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NYLOPLAST DUCTILE IRON TF=13.51TF=12.51TF=13.65TF=12.65TF=10.60TF=10.60TF=9.90TF=9.90TF=12.51TF=9.64TF=9.80GATEWAY AT PROSPECTTRACT BGATEWAY AT PROSPECTTRACT F
TRACT A0.5%
0.7%1.0%1.4%1.7%2.2%2.5%2.4%2.1%1.9%3.3%2.1%2.1%2.1%2.1%2.1%1.6%1.6%2.1%2.1%2.0%2.2%2.1%2.1%2.1%2.7%2.
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0.5%0.5%0.5%1.1%0.5%2.5%0.5%PROPOSEDSTORM DRAINPROPOSED STORMTECHUNDERGROUND LIDFOUNDATION BREAKFOUNDATION BREAKBREEZEWAYFOUNDATION RAMP (TYP.)RE: ARCHCONNECT TO EXISTINGSTORM DRAINCONNECT TO EXISTINGSTORM DRAIN WITH NEW MANHOLEWITH WATER QUALITY WEIRCONNECT TO EXISTINGSTORM DRAIN WITHNEW MANHOLEPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 8BUILDING 99' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTGARAGE 1
GARAGE 2 GARAGE 5GARAGE 3 GARAGE 4
26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FL26' EMERGENCYACCESS ANDUTILITY EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT12' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT12' UTILITYEASEMENT12' UTILITYEASEMENT7' UTILITYEASEMENT35.25' DRAINAGEEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT6.5' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMNT10' UTILITY EASEMENT10' UTILITYEASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT21' DRAINAGE EASEMENTPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANS63' ROW63' ROW26' EMERGENCYACCESS ANDUTILITYEASEMENT0.5%1.1%1.6%0.5%0.5%
2.6
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5.5%STREET BSTREET DCALL 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 C4.02
KEYMAPX
PROSPECT RDPROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47
.45
)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005NO
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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 17ENGINEERNGIEHTRON RNC4.0109GRADINGPLANC4.01C4.02C4.03MATCH LINE - SEE SHEET C4.03Please add more existing contour labels.There are none showing on this sheetThis contour label be an '09',and not a '99'. Writing the fullelevation out in the contourlabel is recommendedbecause it is more clear thanwriting a shorthand label, butit is not required.
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NYLOPLAST DUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON TF=9.60TF=9.60TF=11.27TF=11.27TF=12.54TF=12.54TF=11.54GATEWAY AT PROSPECTTRACT HGATEWAY AT PROSPECTTRACT IGATEWAY AT PROSPECTTRACT DGATEWAY AT PROSPECTTRACT BTRACT B1.7%2.2%2.1%2.3%2.4%1.9%2.1%1.9%2.1%2.1%2.1%2.7%2.7%8:1 8:14:1
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3.3%2.1%2.9%2.0%1.1%3.3%2.3%2.1%3.1%POND OUTLET STRUCTUREPER GATEWAY AT PROSPECT PLANSPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSED STORMTECHUNDERGROUND LIDPROPOSEDSTORM INLETBREEZEWAYFOUNDATION RAMP (TYP.)RE: ARCHBREEZEWAYFOUNDATION RAMP (TYP.)RE: ARCHFOUNDATION BREAKPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETPROPOSEDSTORM INLETBUILDING 5BUILDING 6BUILDING 79' UTILITY EASEMENT9' UTILITY EASEMENT9'
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K GARAGE 6DETENTION POND F26' EMERGENCYACCESS ANDUTILITYEASEMENT42' FL-FL26' EMERGENCYACCESS AND UTILITYEASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT8' UTILITYEASEMENT30' UTILITY EASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENTPLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENT30' PEDESTRIANACCESS ANDTRAIL EASEMENT26' EMERGENCYACCESS AND UTILITYEASEMENT20' DRAINAGE EASEMENT63' ROW69' ROWPLANNED 20' DRAINAGE EASEMENTPER GATEWAY AT PROSPECT PLANS26' EMERGENCYACCESS ANDUTILITYEASEMENT100-YR WSEL2' SIDEWALK CHASE2' SIDEWALK CHASEBOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)0.5%0.5%2.0%1.3%0.8
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KEYMAPX
PROSPECT RDPROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47
.45
)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYC4.0210GRADINGPLANOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005NO
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FUTURE CITY OF FORT COLLINS TRAIL
BOXELDER CREEK100-YR OVERFLOWCHANNELGARAGE 1DETENTION POND EBUILDING 9BUILDING 1PROPOSED 50' CITY OF GREELEYWATERLINE EASEMENTREC. NO. __________________26' EMERGENCY ACCESSAND UTILITY EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT10' UTILITY EASEMENT45' UTILITYEASEMENT12' UTILITY EASEMENT7' UTILITYEASEMENT10' UTILITYEASEMENT10' UTILITYEASEMENT12' UTILITYEASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT10' UTILITYEASEMENT20' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20513' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PLANNED 30'PEDESTRIAN ACCESSAND TRAIL EASEMENT26' EMERGENCYACCESS ANDUTILITYEASEMENT21' DRAINAGE EASEMENT26' EMERGENCYACCESS ANDUTILITY EASEMENT63' ROW100-YR WSELBOXELDER CREEKNATURAL HABITATBUFFER ZONE (NHBZ)0.5%
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%2.1%PROSPECT RDSTREET B
CALL 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 C4.02KEYMAPX
PROSPECT RDPROPOSED CONTOUREXISTING STORM SEWERPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED SPOT ELEVATIONPROPOSED SLOPES1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIESARE APPROXIMATE 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 FOR ALL UNKNOWN UNDERGROUND UTILITIES.2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOTDIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHERSURVEY INFORMATION.3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUMNAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.4. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTSARE FINISHED GRADE ELEVATIONS.5. PROPOSED FLOODPLAIN AND FLOODWAY LIMITS ARE CONTINGENT ANDSUBJECT TO A FEMA CLOMR APPROVAL.NOTES:PROPOSED STORM INLET2.0%(47
.45
)EXISTING SPOT ELEVATIONEXISTING LOT LINEPROPOSED CONCRETECROSS PAN (TYP.)33.43EXISTING RIGHT OF WAYPROPOSED LOT LINEPROPOSED RIGHT OF WAYLEGEND:PROPOSED GRADE BREAKEFFECTIVE FEMA 100-YR FLOODPLAINEFFECTIVE FEMA 100-YR FLOODWAYPROPOSED 100-YR FLOODPLAINPROPOSED 100-YR FLOODWAYC4.0311GRADINGPLANOWNER:REVISIONS:SHEET TITLE:GATEWAY APARTMENTS
I-25 AND PROSPECT ROAD
FORT COLLINS, COLORADOROCKEFELLER ACQUISITIONS LLC1401 LAWRENCE STREET, SUITE 1600DENVER, COLORADO 80202303.807.9005NO
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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 80202303.807.9005NO
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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 17ENGINEERNGIEHTRON RNC5.0113UTILITY PLANC5.01C5.02C5.03Stormtech