HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 4 - STORMWATER-RELATED DOCUMENTSST
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ONLY
0
SCALE: 1" =
100 100 200
100'
SHEET 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\STORM\CD - OVERALL STORM 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 6:04:44P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
OVERALL STORM PLAN ST-1
95 OF 196
10-19-2022
MJS
RCP
MJS
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.PRELIMINARYNOT FORCONSTRUCTION
NECCO A2 STORM LINE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970THDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DSDSDSDSDSDSDSDSDS DSDSTH
0
SCALE: 1" =
40 40 80
40'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONSHEET 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\STORM\CD - NECCO PLAN & PROFILE.DWG LAYOUT: NECCO-A2-1 PP10 XREFs: cd-dhic logo, cd-stamp, cd - storm notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:05:16P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - NECCO A2 ST-2
96 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.MATCHLINE - SEE SHEET ST-3MATCHLINE - SEE SHEET ST-3GENERAL STORM NOTES:
1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN
ACCORDANCE WITH COLORADO STATE STATUTES.
2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE
UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY
EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY
HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND
FACILITIES.
3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS
AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE
STRUCTURE FOR ALL FLARED END SECTIONS.
4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF
STRUCTURE.
5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE
INDICATED.
6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE
WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN
THESE PLANS
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC
UNLESS OTHERWISE NOTED ON PLANS.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL
STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND
CITY/COUNTY PRIOR TO INSTALLATION.
11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET
STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL
BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION.
12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN
ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS,
GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN
VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S
SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED
TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER
LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL
SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR
PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER
OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM
DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE
UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER
AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S
REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND
DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION
SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING
CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE
MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY.
13.ALL PUBLIC SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL
PRIVATE SEWER LINES TO BE INSPECTED BY DEVELOPER.
14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
NECCO A2 STORM LINE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970DSDSDSDSD
S
DSDSDSDSDS DSDSDSDS
DS
DS
DS
DS
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DS
DS
DS
DSDSDSDSDSDS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDS
SHEET 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\STORM\CD - NECCO PLAN & PROFILE.DWG LAYOUT: NECCO-A2-2 PP10 XREFs: cd-dhic logo, cd-stamp, cd - storm notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:05:28P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - NECCO A2 ST-3
97 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" =
40 40 80
40'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONMATCHLINE - SEE SHEET ST-2MATCHLINE - SEE SHEET ST-2GENERAL STORM NOTES:
1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN
ACCORDANCE WITH COLORADO STATE STATUTES.
2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE
UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY
EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY
HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND
FACILITIES.
3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS
AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE
STRUCTURE FOR ALL FLARED END SECTIONS.
4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF
STRUCTURE.
5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE
INDICATED.
6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE
WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN
THESE PLANS
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC
UNLESS OTHERWISE NOTED ON PLANS.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL
STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND
CITY/COUNTY PRIOR TO INSTALLATION.
11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET
STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL
BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION.
12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN
ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS,
GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN
VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S
SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED
TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER
LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL
SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR
PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER
OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM
DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE
UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER
AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S
REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND
DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION
SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING
CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE
MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY.
13.ALL PUBLIC SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL
PRIVATE SEWER LINES TO BE INSPECTED BY DEVELOPER.
14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
DSDSDSDSDSDSDSEVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS DSDSDSDSDSDSDSDSDS
D
S
D
S
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SDSDSDS
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S
DSDSD
S
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSEVCHARGINGONLYSTORM LINE NC PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494049454950495549604965497049404945495049554960496549700SCALE: 1" =40408040'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTSHEET 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\STORM\CD - STORM LINE NC - P&P.DWG LAYOUT: STORM LINE NCNO XREFsPLOTTED: WED 06/14/23 9:17:17A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE NCST-498OF196 10-19-2022AMLMAWAML02-06-2023PER 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.GENERAL STORM 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.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETSAND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THESTRUCTURE FOR ALL FLARED END SECTIONS.4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OFSTRUCTURE.5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISEINDICATED.6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETEPIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCEWITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED INTHESE PLANS7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRICUNLESS OTHERWISE NOTED ON PLANS.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALLSTORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDESHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, ANDCITY/COUNTY PRIOR TO INSTALLATION.11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLETSTRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVALBY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION.12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWNON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS,GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGNVOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’SSEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITEDTO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHERLOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILLSPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/ORPRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNEROR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEMDESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THEUNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURERAND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'SREPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUNDDETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATIONSHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURINGCONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THEMANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY.13.ALL PUBLIC SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALLPRIVATE SEWER LINES TO BE INSPECTED BY DEVELOPER.14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.PRELIMINARYNOT FORCONSTRUCTION
STORM LINE NA PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970TH DSSTORM LINE NB PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970
STORM LINE NE-1 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970
STORM LINE NE-2 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'THDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS DS
DS
DS
DS
SHEET 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\STORM\CD - NECCO PLAN & PROFILE.DWG LAYOUT: NECCO-A2 LATERALS10 XREFs: cd-dhic logo, cd-stamp, cd - storm notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:06:27P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-5
99 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" =
40 40 80
40'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL STORM NOTES:
1.THE CONTRACTOR SHALL NOTIFY COLORADO 811 PRIOR TO EXCAVATION, IN
ACCORDANCE WITH COLORADO STATE STATUTES.
2.THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS APPROXIMATE AND
SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, AS SUPPLIED BY THE
UTILITY OWNERS. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL VERIFY
EXISTENCE, SIZE, AND LOCATION OF EXISTING UTILITIES AND IMMEDIATELY NOTIFY
HARRIS KOCHER SMITH OF ANY DISCREPANCIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UNDERGROUND
FACILITIES.
3.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETS
AND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THE
STRUCTURE FOR ALL FLARED END SECTIONS.
4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OF
STRUCTURE.
5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE
INDICATED.
6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCE
WITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED IN
THESE PLANS
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRIC
UNLESS OTHERWISE NOTED ON PLANS.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALL
STORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND
CITY/COUNTY PRIOR TO INSTALLATION.
11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLET
STRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVAL
BY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION.
12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWN
ON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS,
GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGN
VOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’S
SEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITED
TO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHER
LOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILL
SPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/OR
PRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNER
OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEM
DESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THE
UNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURER
AND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'S
REPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUND
DETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATION
SHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURING
CONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THE
MANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY.
13.ALL PUBLIC SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALL
PRIVATE SEWER LINES TO BE INSPECTED BY DEVELOPER.
14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
THSTDS
DS
DS
DS
DSDS
DSNECCO-A3 STORM LINE (PUBLIC) PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'SHEET 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\STORM\CD - STORM LINE NECCO-A3 P&P.DWG LAYOUT: A3 P&P12 XREFs: cd-dhic logo, cd-stamp, cd - storm notes, e-base, e-legal, e-offsite, e-util, keymap - offsite, p-base, p-legal, p-storm[U], p-utilPLOTTED: WED 06/14/23 8:39:05A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - NECCO A3ST-6100OF196 10-19-2022MJSRCPMJS02-06-2023PER 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'PRELIMINARYNOT FORCONSTRUCTIONGENERAL STORM 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.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETSAND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THESTRUCTURE FOR ALL FLARED END SECTIONS.4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OFSTRUCTURE.5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISEINDICATED.6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETEPIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCEWITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED INTHESE PLANS7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRICUNLESS OTHERWISE NOTED ON PLANS.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALLSTORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDESHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, ANDCITY/COUNTY PRIOR TO INSTALLATION.11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLETSTRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVALBY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION.12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWNON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS,GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGNVOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’SSEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITEDTO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHERLOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILLSPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/ORPRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNEROR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEMDESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THEUNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURERAND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'SREPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUNDDETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATIONSHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURINGCONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THEMANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY.13.ALL PUBLIC SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALLPRIVATE SEWER LINES TO BE INSPECTED BY DEVELOPER.14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.16. ANY EXISTING SUBSURFACE DRAINS THAT ARE ENCOUNTERED DURINGCONSTRUCTION AND ARE NOT SHOWN ON THE SURVEY SHALL BE MARKED AND THEFORT COLLINS STORMWATER DEPARTMENT SHALL BE NOTIFIED. CONTRACTORSHALL TEST QUALITY OF EFFLUENT FLOW, IF ANY, AND REPORT FINDINGS TO THECITY OF FORT COLLINS. THE CITY MAY CHOOSE TO HAVE THESE CONNECTED TOTHE A3 STORM LINE.KEY MAP
STORM LINE NA3-D PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'STSTSTORM LINE NA3-C PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'STORM LINE NA3-B PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'SHEET 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\STORM\CD - STORM LINE NECCO-A3 P&P.DWG LAYOUT: A3 LATERALS12 XREFs: cd-dhic logo, cd-stamp, cd - storm notes, e-base, e-legal, e-offsite, e-util, keymap - offsite, p-base, p-legal, p-storm[U], p-utilPLOTTED: WED 06/14/23 8:40:23A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - NECCO A3 LATERALSST-7101OF196 10-19-2022MJSRCPMJS02-06-2023PER 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'PRELIMINARYNOT FORC
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N GENERAL STORM 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.PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE FOR CYLINDRICAL MANHOLES AND TO THE INSIDE FACE OF INLETSAND OTHER BOX STRUCTURES. PIPE LENGTHS ARE MEASURED TO THE END OF THESTRUCTURE FOR ALL FLARED END SECTIONS.4.STATIONING OF INLETS SHOWN IN STORM SEWER PROFILES IS AT CENTER OFSTRUCTURE.5.ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISEINDICATED.6.ALL PROPOSED STORM SEWER PIPE SHALL BE CLASS III REINFORCED CONCRETEPIPE (RCP) OR ADS HP STORM - DUAL WALL POLYPROPYLENE PIPE IN ACCORDANCEWITH CITY OF FORT COLLINS REQUIREMENTS, UNLESS OTHERWISE SPECIFIED INTHESE PLANS7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW. ALL MANHOLES SHALL BE ECCENTRICUNLESS OTHERWISE NOTED ON PLANS.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.10.CONTRACTOR SHALL MODIFY INLET BASES AS NEEDED IN ORDER TO ENSURE ALLSTORM PIPES CONNECT PROPERLY TO THE INLET. CONTRACTOR SHALL PROVIDESHOP DRAWINGS FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, ANDCITY/COUNTY PRIOR TO INSTALLATION.11.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAYS, ENERGY DISSIPATING BAFFLES, OUTLETSTRUCTURES, DIVERSION STRUCTURES, WALLS ETC.) FOR REVIEW AND APPROVALBY ENGINEERS, OWNER, AND CITY/COUNTY PRIOR TO INSTALLATION.12.ANY SUBSURFACE DETENTION AND/OR WATER QUALITY SYSTEM DESIGNS SHOWNON THESE PLANS (IF APPLICABLE) ARE SPECIFICALLY LIMITED TO ELEVATIONS,GRADES AND STORMWATER DETENTION AND/OR WATER QUALITY DESIGNVOLUMES AND RELEASE RATES. THE DESIGN AND PROFESSIONAL ENGINEER’SSEAL SPECIFICALLY EXCLUDES STRUCTURAL DESIGN (INCLUDING, BUT NOT LIMITEDTO, BUOYANCY CALCULATIONS AND CONSTRUCTION, TRAFFIC, OR OTHERLOADING), DEWATERING, EXCAVATION, SHORING, AND MATERIALS AND BACKFILLSPECIFICATIONS. IF THE PROPOSED SYSTEM UTILIZES A PROPRIETARY AND/ORPRE-MANUFACTURED DETENTION AND/OR WATER QUALITY SYSTEM, THE OWNEROR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIRED SYSTEMDESIGN, CALCULATIONS, MATERIALS AND BACKFILL SPECIFICATIONS WITH THEUNDERGROUND DETENTION AND/OR WATER QUALITY SYSTEM MANUFACTURERAND/OR SUPPLIER. CONSTRUCTION OBSERVATION BY THE MANUFACTURER'SREPRESENTATIVE IS ESSENTIAL FOR PROPER INSTALLATION OF UNDERGROUNDDETENTION AND/OR WATER QUALITY SYSTEMS. AT A MINIMUM, THE INSTALLATIONSHOULD BE INSPECTED BY THE MANUFACTURER'S REPRESENTATIVE DURINGCONSTRUCTION AND ANY DEFICIENCIES OF THE INSTALLATION IDENTIFIED BY THEMANUFACTURER'S INSPECTION SHOULD BE CORRECTED IMMEDIATELY.13.ALL PUBLIC SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS. ALLPRIVATE SEWER LINES TO BE INSPECTED BY DEVELOPER.14.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.16. ANY EXISTING SUBSURFACE DRAINS THAT ARE ENCOUNTERED DURINGCONSTRUCTION AND ARE NOT SHOWN ON THE SURVEY SHALL BE MARKED AND THEFORT COLLINS STORMWATER DEPARTMENT SHALL BE NOTIFIED. CONTRACTORSHALL TEST QUALITY OF EFFLUENT FLOW, IF ANY, AND REPORT FINDINGS TO THECITY OF FORT COLLINS. THE CITY MAY CHOOSE TO HAVE THESE CONNECTED TOTHE A3 STORM LINE.KEY MAP