HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSST
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ONLYSHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
Know what's below.Call before you dig.
®FILEPATH: K:\201013\ENGINEERING\UTILITIES\CD - OVERALL UTILITY PLAN.DWG LAYOUT: LAYOUT19 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, e-util, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:55:47P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OVERALL UTILITY PLAN C-5
5 OF 196
10-19-2022
MJS
RCP
MJS
02-06-2023 PER CITY OF FORT COLLINS COMMENTS
06-14-2023 PER CITY OF FORT COLLINS COMMENTS
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0
SCALE: 1" =
100 100 200
100'PRELIMINARYNOT FORCONSTRUCTION
SANITARY LINE A PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4940494549504955496049404945495049554960EEESSSSSSSSSSSHEET NUMBERISSUE DATE:DATEREVISION COMMENTSDESIGNED BY:CHECKED BY:DRAWN BY:PROJECT #:1120 Lincoln Street, Suite 1000Denver, Colorado 80203P: 303.623.6300 F: 303.623.6311HarrisKocherSmith.comKnow what's below.Call before you dig.®FILEPATH: K:\201013\ENGINEERING\UTILITIES\SANITARY\CD - SAN LINE A - P&P.DWG LAYOUT: LAYOUT112 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base, e-legal, e-offsite, e-util, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 9:48:31A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE AOFFSITE EXTENSIONSS-183OF196 10-19-2022AHWRCPAHW02-06-2023PER CITY OF FORT COLLINS COMMENTS06-14-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =40408040'MATCHLINE STA: 10+00 - SEE SHEET SS-2MATCHLINE STA: 10+00 - SEE SHEET SS-2
KEY MAPPRELIMINARYNOT FORCONSTRUCTIONGENERAL SANITARY NOTES:1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, INACCORDANCE WITH COLORADO STATE STATUTES.2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ANDSHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THEUTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFYEXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFYHARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR ISRESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUNDFACILITIES.3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TOSTART OF CONSTRUCTION.4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OFMANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESSOTHERWISE INDICATED.5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITYPROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALTCONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARDCONSTRUCTION PRACTICES.6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALLSANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCEWITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDERSPECIFICATIONS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BETWO-WAY CLEANOUTS.10.THE CONTRACTOR IS RESPONSIBLE FOR:a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS ANDSPECIFICATIONS FOR SEWER MAIN INSTALLATION.b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYINGTHE ENGINEER OF ANY DISCREPANCIES.c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATEDON THE PLANS.11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN ASTREET OR ALLEY) SHALL HAVE A VENTED CAP.12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSEDMAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE.
SANITARY LINE A PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4940494549504955496049404945495049554960TWTTWSSSHEET NUMBERISSUE DATE:DATEREVISION COMMENTSDESIGNED BY:CHECKED BY:DRAWN BY:PROJECT #:1120 Lincoln Street, Suite 1000Denver, Colorado 80203P: 303.623.6300 F: 303.623.6311HarrisKocherSmith.comKnow what's below.Call before you dig.®FILEPATH: K:\201013\ENGINEERING\UTILITIES\SANITARY\CD - SAN LINE A - P&P.DWG LAYOUT: LAYOUT212 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base, e-legal, e-offsite, e-util, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 9:48:57A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE AOFFSITE EXTENSIONSS-284OF196 10-19-2022AHWRCPAHW02-06-2023PER CITY OF FORT COLLINS COMMENTS06-14-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =40408040'MATCHLINE STA: 14+50 - SEE SHEET SS-3
MATCHLINE STA: 10+00 - SEE SHEET SS-1
MATCHLINE STA: 14+50 - SEE SHEET SS-3MATCHLINE STA: 10+00 - SEE SHEET SS-1
KEY MAPPRELIMINARYNOT FORCONSTRUCTIONGENERAL SANITARY NOTES:1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, INACCORDANCE WITH COLORADO STATE STATUTES.2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ANDSHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THEUTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFYEXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFYHARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR ISRESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUNDFACILITIES.3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TOSTART OF CONSTRUCTION.4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OFMANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESSOTHERWISE INDICATED.5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITYPROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALTCONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARDCONSTRUCTION PRACTICES.6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALLSANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCEWITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDERSPECIFICATIONS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BETWO-WAY CLEANOUTS.10.THE CONTRACTOR IS RESPONSIBLE FOR:a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS ANDSPECIFICATIONS FOR SEWER MAIN INSTALLATION.b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYINGTHE ENGINEER OF ANY DISCREPANCIES.c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATEDON THE PLANS.11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN ASTREET OR ALLEY) SHALL HAVE A VENTED CAP.12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSEDMAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE.
SANITARY LINE A PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970DSDSDSDSDSDSDSDSSHEET NUMBERISSUE DATE:DATEREVISION COMMENTSDESIGNED BY:CHECKED BY:DRAWN BY:PROJECT #:1120 Lincoln Street, Suite 1000Denver, Colorado 80203P: 303.623.6300 F: 303.623.6311HarrisKocherSmith.comKnow what's below.Call before you dig.®FILEPATH: K:\201013\ENGINEERING\UTILITIES\SANITARY\CD - SAN LINE A - P&P.DWG LAYOUT: LAYOUT312 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base, e-legal, e-offsite, e-util, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 9:49:24A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE AOFFSITE EXTENSIONSS-385OF196 10-19-2022AHWRCPAHW02-06-2023PER CITY OF FORT COLLINS COMMENTS06-14-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =40408040'MATCHLINE STA: 14+50 - SEE SHEET SS-2
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MATCHLINE STA: 20+50 - SEE SHEET SS-4
MATCHLINE STA: 14+50 - SEE SHEET SS-2
KEY MAPPRELIMINARYNOT FORCONSTRUCTIONGENERAL SANITARY NOTES:1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, INACCORDANCE WITH COLORADO STATE STATUTES.2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ANDSHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THEUTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFYEXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFYHARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR ISRESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUNDFACILITIES.3.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TOSTART OF CONSTRUCTION.4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OFMANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESSOTHERWISE INDICATED.5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITYPROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALTCONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARDCONSTRUCTION PRACTICES.6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALLSANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCEWITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDERSPECIFICATIONS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BETWO-WAY CLEANOUTS.10.THE CONTRACTOR IS RESPONSIBLE FOR:a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS ANDSPECIFICATIONS FOR SEWER MAIN INSTALLATION.b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYINGTHE ENGINEER OF ANY DISCREPANCIES.c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATEDON THE PLANS.11.ALL SEWER SERVICE CLEAN OUTS LOCATED IN LANDSCAPE AREAS (NOT IN ASTREET OR ALLEY) SHALL HAVE A VENTED CAP.12.EXISTING SANITARY SEWER SERVICES TO BE RECONNECTED TO THE PROPOSEDMAIN EXTENSION SHALL BE FIELD VERIFIED FOR EXISTENCE, ELEVATION, AND SIZE.