HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSSHEET 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
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®FILEPATH: K:\201013\ENGINEERING\CD\CD - COVER.DWG LAYOUT: LAYOUT33 XREFs: cd-dhic logo, cd-stamp, vic mapPLOTTED: TUE 06/13/23 5:54:55P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
NOTES C-3
3 OF 196
10-19-2022
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.PRELIMINARYNOT FORCONSTRUCTION’
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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
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®FILEPATH: K:\201013\ENGINEERING\CD\CD - EXISTING CONDITIONS.DWG LAYOUT: LAYOUT14 XREFs: e-base, e-legal, e-offsite, e-utilPLOTTED: TUE 06/13/23 5:55:22P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
EXISTING CONDITIONS PLAN C-4
4 OF 196
10-19-2022
TEH
MSM
MB
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
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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
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®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
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
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®FILEPATH: K:\201013\ENGINEERING\UTILITIES\SANITARY\CD - OFF-SITE SANITARY REPLACEMENT PLAN.DWG LAYOUT: LAYOUT114 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 5:59:13P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE SANITARY REPLACEMENT PLAN C-12
12 OF 196
10-19-2022
CLH
RCP
CLH
02-06-2023 PER CITY OF FORT COLLINS COMMENTS
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" =
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20'
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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
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®FILEPATH: K:\201013\ENGINEERING\UTILITIES\SANITARY\CD - OFF-SITE SANITARY REPLACEMENT PLAN.DWG LAYOUT: LAYOUT214 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 5:59:28P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE SANITARY REPLACEMENT PLAN C-13
13 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
MATCHLINE - SEE SHEET C-14
PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
MATCHLINE - SEE SHEET C-12XFMR
SSSSSSSSSHEET 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
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®FILEPATH: K:\201013\ENGINEERING\UTILITIES\SANITARY\CD - OFF-SITE SANITARY REPLACEMENT PLAN.DWG LAYOUT: LAYOUT314 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 5:59:55P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE SANITARY REPLACEMENT PLAN C-14
14 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
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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\GRADING\CD - OVERALL GRADING PLAN - KEYMAP.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, e-util, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 6:00:27P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODOVERALL GRADING PLAN - KEYMAPC-1515OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =100100200100'PRELIMINARYNOT FORC
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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\GRADING\CD - OVERALL GRADING PLAN.DWG LAYOUT: LAYOUT17 XREFs: e-base, e-legal, e-util, p-base, p-legal, p-util, stamp-dpPLOTTED: TUE 06/13/23 6:00:56P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OVERALL GRADING PLAN C-16
16 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
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\GRADING\CD - GRADING PLAN 1.DWG LAYOUT: LAYOUT112 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-corr-roads[U], p-legal, p-utilPLOTTED: TUE 06/13/23 6:03:38P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1717OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-18
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DSDSDSDSDSDSDSSHEET 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\GRADING\CD - GRADING PLAN 1.DWG LAYOUT: LAYOUT 212 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-corr-roads[U], p-legal, p-utilPLOTTED: TUE 06/13/23 6:03:43P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1818OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-19
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RAMPRAMPSHEET 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\GRADING\CD - GRADING PLAN 1.DWG LAYOUT: LAYOUT 312 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-corr-roads[U], p-legal, p-utilPLOTTED: TUE 06/13/23 6:03:50P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1919OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-20
MATCHLINE - SEE SHEET C-18
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DSDSDSDSSHEET 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\GRADING\CD - GRADING PLAN 1.DWG LAYOUT: LAYOUT 412 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-corr-roads[U], p-legal, p-utilPLOTTED: TUE 06/13/23 6:03:55P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2020OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-21
MATCHLINE - SEE SHEET C-19
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201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2121OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-22
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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\GRADING\CD - GRADING PLAN 1.DWG LAYOUT: LAYOUT 612 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-corr-roads[U], p-legal, p-utilPLOTTED: TUE 06/13/23 6:04:07P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2222OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-23
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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\GRADING\CD - GRADING PLAN 1.DWG LAYOUT: LAYOUT 712 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-corr-roads[U], p-legal, p-utilPLOTTED: TUE 06/13/23 6:04:14P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2323OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-22
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DSDSDSDSDS DSDSDSSHEET 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\GRADING\CD - GRADING PLAN 2.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:07:35P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2424OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-25 MATCHLINE - SEE SHEET C-18MATCHLINE - SEE SHEET C-30PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSRAMPSHEET 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\GRADING\CD - GRADING PLAN 2.DWG LAYOUT: LAYOUT 210 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:07:41P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2525OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-26
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPSHEET 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\GRADING\CD - GRADING PLAN 2.DWG LAYOUT: LAYOUT 310 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:07:50P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2626OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-27
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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\GRADING\CD - GRADING PLAN 2.DWG LAYOUT: LAYOUT 410 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:07:56P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2727OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-28
MATCHLINE - SEE SHEET C-26
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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\GRADING\CD - GRADING PLAN 2.DWG LAYOUT: LAYOUT 510 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:08:05P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2828OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-22PRELIMINARYNOT FORC
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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\GRADING\CD - GRADING PLAN 2.DWG LAYOUT: LAYOUT 610 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:08:10P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2929OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-23MATCHLINE - SEE SHEET C-28
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DSDSDSDSAASHEET 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\GRADING\CD - GRADING PLAN 3.DWG LAYOUT: LAYOUT112 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg[U], keymap, p-base, p-legal, p-util, west swale sectionPLOTTED: TUE 06/13/23 6:10:40P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3030OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-24MATCHLINE - SEE SHEET C-31MATCHLINE - SEE SHEET C-35PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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\GRADING\CD - GRADING PLAN 3.DWG LAYOUT: LAYOUT 212 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg[U], keymap, p-base, p-legal, p-util, west swale sectionPLOTTED: TUE 06/13/23 6:10:47P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3131OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-25MATCHLINE - SEE SHEET C-30
MATCHLINE - SEE SHEET C-36MATCHLINE - SEE SHEET C-32
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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\GRADING\CD - GRADING PLAN 3.DWG LAYOUT: LAYOUT 312 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg[U], keymap, p-base, p-legal, p-util, west swale sectionPLOTTED: TUE 06/13/23 6:10:52P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3232OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-26MATCHLINE - SEE SHEET C-31
MATCHLINE - SEE SHEET C-37MATCHLINE - SEE SHEET C-33
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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\GRADING\CD - GRADING PLAN 3.DWG LAYOUT: LAYOUT 412 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg[U], keymap, p-base, p-legal, p-util, west swale sectionPLOTTED: TUE 06/13/23 6:10:59P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3333OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-27MATCHLINE - SEE SHEET C-32
MATCHLINE - SEE SHEET C-38MATCHLINE - SEE SHEET C-34
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DSDSSHEET 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\GRADING\CD - GRADING PLAN 3.DWG LAYOUT: LAYOUT 512 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg[U], keymap, p-base, p-legal, p-util, west swale sectionPLOTTED: TUE 06/13/23 6:11:05P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3434OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-28MATCHLINE - SEE SHEET C-33
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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\GRADING\CD - GRADING PLAN 4.DWG LAYOUT: LAYOUT18 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:13:12P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3535OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-30MATCHLINE - SEE SHEET C-36MATCHLINE - SEE SHEET C-39PRELIMINARYNOT FORC
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DSSHEET 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\GRADING\CD - GRADING PLAN 4.DWG LAYOUT: LAYOUT 28 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:13:17P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3636OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
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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\GRADING\CD - GRADING PLAN 4.DWG LAYOUT: LAYOUT 38 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:13:24P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3737OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-32MATCHLINE - SEE SHEET C-36
MATCHLINE - SEE SHEET C-41MATCHLINE - SEE SHEET C-38
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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\GRADING\CD - GRADING PLAN 4.DWG LAYOUT: LAYOUT 48 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:13:29P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3838OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-33MATCHLINE - SEE SHEET C-37
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DSDSDSDSAASHEET 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\GRADING\CD - GRADING PLAN 5.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:15:27P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3939OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-35PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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\GRADING\CD - GRADING PLAN 5.DWG LAYOUT: LAYOUT 210 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:15:32P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4040OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-36MATCHLINE - SEE SHEET C-39
MATCHLINE - SEE SHEET C-45MATCHLINE - SEE SHEET C-41
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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\GRADING\CD - GRADING PLAN 5.DWG LAYOUT: LAYOUT 310 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:15:40P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4141OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-37MATCHLINE - SEE SHEET C-40
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SSSHEET 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\GRADING\CD - GRADING PLAN 6.DWG LAYOUT: LAYOUT18 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:17:32P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4242OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
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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\GRADING\CD - GRADING PLAN 6.DWG LAYOUT: LAYOUT 28 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:17:37P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4343OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-44MATCHLINE - SEE SHEET C-48MATCHLINE - SEE SHEET C-42
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DSDSDSDSDSDSDSDSDSDSSHEET 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\GRADING\CD - GRADING PLAN 6.DWG LAYOUT: LAYOUT 38 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:17:42P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4444OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-45MATCHLINE - SEE SHEET C-49MATCHLINE - SEE SHEET C-39MATCHLINE - SEE SHEET C-43
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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\GRADING\CD - GRADING PLAN 6.DWG LAYOUT: LAYOUT 48 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:17:49P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4545OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-46MATCHLINE - SEE SHEET C-50MATCHLINE - SEE SHEET C-40MATCHLINE - SEE SHEET C-44
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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\GRADING\CD - GRADING PLAN 6.DWG LAYOUT: LAYOUT 58 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:17:54P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4646OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-41MATCHLINE - SEE SHEET C-45
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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\GRADING\CD - GRADING PLAN 7.DWG LAYOUT: LAYOUT18 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:20:09P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4747OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
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201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4848OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-49MATCHLINE - SEE SHEET C-52MATCHLINE - SEE SHEET C-43MATCHLINE - SEE SHEET C-47
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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\GRADING\CD - GRADING PLAN 7.DWG LAYOUT: LAYOUT 38 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:20:22P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4949OF196 10-19-2022RCPRCPRCP PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-50MATCHLINE - SEE SHEET C-53MATCHLINE - SEE SHEET C-44MATCHLINE - SEE SHEET C-48
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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\GRADING\CD - GRADING PLAN 7.DWG LAYOUT: LAYOUT 48 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:20:27P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5050OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-45MATCHLINE - SEE SHEET C-49
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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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:21:33P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5151OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'MATCHLINE - SEE SHEET C-47MATCHLINE - SEE SHEET C-52
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THSHEET 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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT 210 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:21:38P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5252OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'MATCHLINE - SEE SHEET C-48MATCHLINE - SEE SHEET C-53
MATCHLINE - SEE SHEET C-51
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THSHEET 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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT 310 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:21:43P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5353OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'MATCHLINE - SEE SHEET C-49MATCHLINE - SEE SHEET C-52
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BBSHEET 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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT 410 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:21:52P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5454OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'MATCHLINE - SEE SHEET C-55
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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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT 510 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:21:57P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5555OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'MATCHLINE - SEE SHEET C-54
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STBBSHEET 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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT 610 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:22:05P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5656OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'PRELIMINARYNOT FORC
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BBSHEET 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\GRADING\CD - GRADING PLAN 8.DWG LAYOUT: LAYOUT 710 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:22:14P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5757OF196 10-19-2022RCPRCPRCP02-06-2023PER 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" =10102010'PRELIMINARYNOT FORC
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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\CD\CD - GENERAL DETAILS.DWG LAYOUT: LAYOUT12 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 06/13/23 6:22:24P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODGENERAL DETAILSC-5858OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.PRELIMINARYNOT FORC
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PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
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®FILEPATH: K:\201013\ENGINEERING\UTILITIES\WATER\CD - OVERALL WATER PLAN.DWG LAYOUT: LAYOUT17 XREFs: e-base, e-legal, e-util, p-base, p-legal, p-util, stamp-dpPLOTTED: TUE 06/13/23 5:31:39P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
OVERALL WATER PLAN WT-1
59 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.PRELIMINARYNOT FORCONSTRUCTION
SS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DSDS
DS
DS
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”
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WATER LINE A PROFILE
0+90.00 - 6+60.00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4949
4950
4955
4960
4965
4970
4949
4950
4955
4960
4965
4970
”” ” ˚ ” ˚ ” ˚ ” ” ˚ ”” ” ”” ” ˚ ” ˚ ” ˚ ” ˚ ”” ”” ” ˚ ” ˚ ”” ”” ”” ” ” ˚ ”” 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\WATER\CD - WATER LINE A PLAN.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:32:18P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
START - STA: 6+50 WT-2
60 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINES
T
A
:
6
+
5
0
-
S
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E
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WT
-
3
PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 6+50 - SEE SHEET WT-3
DSDSDS
DS
DSDS
DS
DS
DS DS DS DS
DSDSDSDSDSDSDS”
”
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DSDSDSDSDSDSD
SDSDSDS
DSDSDS” ˚
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WATER LINE A PROFILE
6+40.00 - 11+60.00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4955
4960
4965
4970
4955
4960
4965
4970
” ˚ ”” ” ˚ ”” ”” ”” ” ” ˚ ” ˚ ”” ”” ”” ” ”” 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\WATER\CD - WATER LINE A PLAN.DWG LAYOUT: LAYOUT1 (2)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:53:10P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 6+50 - STA: 11+50 WT-3
61 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 6+50 - SEE SHEET WT-2MATCHLINE STA: 11+50 - SEE SHEET WT-4PRELIMINARYNOT FORCONSTRUCTIONMAT
C
H
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T
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9
+
0
0
-
S
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E
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H
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E
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T
H
I
S
S
H
E
E
T
MATCHLINE
STA
:
9+00
-
SEE
SHEET
TH
IS
SHEETMATCHLINE STA: 11+50 - SEE SHEET WT-4MATCHLINE STA: 6+50 - SEE SHEET WT-2
DSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DSDSDSDSDSDS”
”
”
””
”” ” ˚
” ˚
” ˚
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WATER LINE A PROFILE
11+40.00 - 16+10.00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4952
4955
4960
4965
4970
4952
4955
4960
4965
4970
”” ”” ”” ” ” ˚ ” ˚ ” ˚ ” ˚ ”” ”” ” ”” ” 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\WATER\CD - WATER LINE A PLAN.DWG LAYOUT: LAYOUT1 (3)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:32:52P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 11+50 - STA: 16+00 WT-4
62 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 11+50 - SEE SHEET WT-3MATCHLINE STA: 16+00 - SEE SHEET WT-5PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 11+50 - SEE SHEET WT-3MATCHLINE STA: 16+00 - SEE SHEET WT-5
DSDSDSDSDSDSDSDSDSDSDSD
SDSD
S
D
S DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DSDSDS
DSRAMPRAMP RAMPRAMP”
” ˚
” ˚
””
””
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””
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WATER LINE A PROFILE
15+90.00 - 21+60.00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4950
4955
4960
4965
4950
4955
4960
4965
” ˚ ” ˚ ”” ” ”” ”” ”” ”” ”” ”” ” ”” 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\WATER\CD - WATER LINE A PLAN.DWG LAYOUT: LAYOUT1 (4)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:33:09P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 16+00 - STA: 21+50 WT-5
63 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 16+00 - SEE SHEET WT-4
PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 21+50 - SEE SHEET WT-6MATCHLINE STA: 16+00 - SEE SHEET WT-4MATCHLINE STA: 21+50 - SEE SHEET WT-6
DS DS
DS DS
DS
DS
DS
DS DS DS
DSDSDS
DSDSDSDSDSDSDSDSDSDS
DS
”
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” ˚
” ˚
””
””
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””
””
”
WATER LINE A PROFILE
21+40.00 - 26+10.00
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4950
4955
4960
4965
4950
4955
4960
4965
”” ”” ”” ” ”” ” ˚ ” ˚ ”” ” ˚ ” ˚ ” ˚ ” ˚ ” ˚ ”” ” ” ”” DSDSDSDSDS
DS
DS
DS DS DS
DSDS˚
” ˚
””
”
” ˚
” ˚ ””
” ˚
” ˚
”
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\WATER\CD - WATER LINE A PLAN.DWG LAYOUT: LAYOUT1 (5)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:33:31P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 21+50 - STA: 26+00 WT-6
64 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 21+50 - SEE SHEET WT-5PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 26+00 - SEE SHEET WT-7MATCHLINE STA: 21+50 - SEE SHEET WT-5MATCHLINE STA: 26+00- SEE SHEET WT-7M
A
T
C
H
L
I
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E
S
T
A
:
2
3
+
9
5
-
S
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T
H
I
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S
H
E
E
T
MATCHLINE STA: 23+95 - SEE THIS SHEET
WATER LINE A PROFILE
25+90.00 - 28+04.02
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4950
4955
4960
4965
4950
4955
4960
4965
” ”” ” ”” DS
DSDS DS DSDSDSDSDSDS”
”
”
””
””
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\WATER\CD - WATER LINE A PLAN.DWG LAYOUT: LAYOUT1 (6)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:33:49P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 26+00 - END WT-7
65 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 26+00 - SEE SHEET WT-6PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 26+00 - SEE SHEET WT-6
DS” ˚
””
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” ˚
” ˚
””
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””
” ˚
”
WATER LINE B PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4947
4950
4955
4960
4965
4947
4950
4955
4960
4965
”” ” ˚ ” ”” ” ˚ ” ˚ ” ˚ ” ˚ ”” ” ˚ 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\WATER\CD - WATER LINE B & C PLAN.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:34:32P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE B PLAN & PROFILE WT-8
66 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS””
”
”
”
””
” ˚
” ˚
””
””
””
””
””
”
WATER LINE C PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4950
4955
4960
4965
4950
4955
4960
4965
” ”” ”” ”” ” ˚ ”” ” ˚ ”” ”” ”” ” 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\WATER\CD - WATER LINE B & C PLAN.DWG LAYOUT: LAYOUT1 (2)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:34:47P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE C PLAN & PROFILE
START - STA: 5+00 WT-9
67 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 5+00 - SEE SHEET WT-10PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 5+00 - SEE SHEET WT-10
DSDSDSDSDSDSRAMP”
””
””
” ˚
” ˚
” ˚
””
”
” ˚
”
” ˚
WATER LINE C PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4950
4955
4960
4965
4950
4955
4960
4965
” ˚ ” ˚ ” ˚ ” ˚ ”” ”” ” ”” ” ” ˚ ” 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\WATER\CD - WATER LINE B & C PLAN.DWG LAYOUT: LAYOUT1 (3)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:35:02P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE C PLAN & PROFILE WT-10
68 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 5+00 - SEE SHEET WT-9MATCHLINE STA: 5+00 - SEE SHEET WT-9
DS
DS
D
S
D
S
DSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDS
DS
DSDSDS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDS”
”
” ” ˚
””
””
””
””
””
””
”” DSDSD
SDSD
S
D
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”
”
””
”
””
WATER LINE D PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4955
4960
4965
4955
4960
4965”” ” ”” ”” ”” ”” ” ” ˚ ”” ”” ”” ” ”” ” 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\WATER\CD - WATER LINE D & E PLAN.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:35:53P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE D PLAN & PROFILE WT-11
69 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE STA: 4+50 - SEE THIS SHEETM
A
T
C
H
L
I
N
E
S
T
A
:
4
+
5
0
-
S
E
E
T
H
I
S
S
H
E
E
T
PRELIMINARYNOT FORCONSTRUCTION
DS
DSDSDSDS
DSDSDSDSDSDS
DS DS
DS
DSDSDSDSDSDS
DS
DS DS
DSDSDSDSDSDSDS”
”
” ˚
” ˚
”
””
WATER LINE E PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
4953
4955
4960
4965
4953
4955
4960
4965
” ” ”” ” ˚ ” ˚ ” 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\WATER\CD - WATER LINE D & E PLAN.DWG LAYOUT: LAYOUT1 (2)10 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 5:36:06P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE E PLAN & PROFILE WT-12
70 OF 196
10-19-2022
CLH
RCP
CLH
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" =
20 20 40
20'
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDS” ”” DSDSDSDSDSDSD
S
DSDSD
SRAMPRAMP” ” ”” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ” ”” ”” ” ”” 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\WATER\CD - WATER SERVICES BLDG 1-12.DWG LAYOUT: LAYOUT111 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 5:37:07P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 1-6WT-1371OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 1 WATER SERVICE PLANSCALE: 1" = 20'BLDG 2 & 3 WATER SERVICE PLANSCALE: 1" = 20'BLDG 4, 5, & 6 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS” DSDSRAMP ” DSDSDSDSDSRAMP
” DSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” DSDSDSDSDSDSDSDS
” 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\WATER\CD - WATER SERVICES BLDG 1-12.DWG LAYOUT: LAYOUT1 (2)11 XREFs: cd-dhic logo, cd-stamp, cd - water notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 06/13/23 5:37:47P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 7-12WT-1472OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 9 WATER SERVICE PLANSCALE: 1" = 20'BLDG 10 WATER SERVICE PLANSCALE: 1" = 20'BLDG 11 WATER SERVICE PLANSCALE: 1" = 20'BLDG 12 WATER SERVICE PLANSCALE: 1" = 20'BLDG 7 WATER SERVICE PLANSCALE: 1" = 20'BLDG 8 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDS” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPRAMP” ”” ” ”” DSDSDSDSDSDSDSDSDSDSDSDSRAMPRAMPRAMP” ”” 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\WATER\CD - WATER SERVICES BLDG 13-22.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 5:38:50P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 13-17WT-1573OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 13 WATER SERVICE PLANSCALE: 1" = 20'BLDG 14 WATER SERVICE PLANSCALE: 1" = 20'BLDG 15 & 16 WATER SERVICE PLANSCALE: 1" = 20'BLDG 17 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDS DSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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DSDSDSDSDSDSDSDS” ”” ” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDS” ”” 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\WATER\CD - WATER SERVICES BLDG 13-22.DWG LAYOUT: LAYOUT1 (2)NO XREFsPLOTTED: TUE 06/13/23 5:39:15P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 18-22WT-1674OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 18 WATER SERVICE PLANSCALE: 1" = 20'BLDG 19 & 20 WATER SERVICE PLANSCALE: 1" = 20'BLDG 21 WATER SERVICE PLANSCALE: 1" = 20'BLDG 22 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” D
SDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDS
” ”” DSDSDSDSDSDSDSDSDS” ”” 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\WATER\CD - WATER SERVICES BLDG 23-32.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 5:40:21P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 23-27WT-1775OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'BLDG 23 WATER SERVICE PLANSCALE: 1" = 20'BLDG 24 WATER SERVICE PLANSCALE: 1" = 20'BLDG 25 WATER SERVICE PLANSCALE: 1" = 20'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 26 WATER SERVICE PLANSCALE: 1" = 20'BLDG 27 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDS” ”” DSDSDSDS” DSDSDSDSDS” 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\WATER\CD - WATER SERVICES BLDG 23-32.DWG LAYOUT: LAYOUT1 (2)NO XREFsPLOTTED: TUE 06/13/23 5:40:51P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 28-32WT-1876OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 31 WATER SERVICE PLANSCALE: 1" = 20'BLDG 32 WATER SERVICE PLANSCALE: 1" = 20'BLDG 28 WATER SERVICE PLANSCALE: 1" = 20'BLDG 29 WATER SERVICE PLANSCALE: 1" = 20'BLDG 30 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDS” ”” DSDSDSDSDSDSDS”” ” DSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” 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\WATER\CD - WATER SERVICES BLDG 33-40 & MISC.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 5:41:39P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 33-37WT-1977OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'BLDG 33 WATER SERVICE PLANSCALE: 1" = 20'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 34 WATER SERVICE PLANSCALE: 1" = 20'BLDG 35 WATER SERVICE PLANSCALE: 1" = 20'BLDG 36 WATER SERVICE PLANSCALE: 1" = 20'BLDG 37 WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDS
DSDSDSDSDS
DSDS
DS”” ” 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\WATER\CD - WATER SERVICES BLDG 33-40 & MISC.DWG LAYOUT: LAYOUT1 (2)NO XREFsPLOTTED: TUE 06/13/23 5:42:14P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 38-40, CLUBHOUSE, & MAINTENANCEWT-2078OF196 10-19-2022CLHRCPCLH02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTBLDG 38 WATER SERVICE PLANSCALE: 1" = 20'BLDG 39 WATER SERVICE PLANSCALE: 1" = 20'BLDG 40 WATER SERVICE PLANSCALE: 1" = 20'MAINTENANCE BLDG WATER SERVICE PLANSCALE: 1" = 20'CLUB HOUSE WATER SERVICE PLANSCALE: 1" = 20'PRELIMINARYNOT FORC
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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\WATER\CD - WATER DETAILS.DWG LAYOUT: LAYOUT12 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 06/13/23 5:42:26P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2179OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.
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\WATER\CD - WATER DETAILS.DWG LAYOUT: LAYOUT1 (2)2 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 06/13/23 5:42:33P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2280OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.
FLOW
METERGENERAL NOTES:1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN.2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX.3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET.4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE.6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE.7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15)6 INCH LAYER OF PEA GRAVEL(3/8") UNDER METER BOXLOCK TYPEINLET VALVE PLASTIC INNER LIDCAST IRON RECESSED LIDWITH WORM LOCKCURB STOPTYPE "K"COPPERPIPINGCOMPRESSION TYPECONNECTIONMETER BOX(NO ALTERATIONS)CURB BOXCAST IRON FROSTPROOF METER BOXCOVERC.L. OF METERCONNECTIONINSTALL LID 1/2" ABOVEFINAL LANDSCAPED GRADE10"48"64"NO FITTINGSFOR 2' MIN15" RECOMMENDED14" MIN. ALLOWED18" MAX. ALLOWEDPIPE INLETS NEED TO BE EXPOSEDTO ALLOW GEOTHERMALHEATING OF BOX4" X 6" SUPPORT BRICKAPPROVED:DRAWN BY:DETAILSCONSTRUCTIONDATE REVISED:DETAILWATERSTANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS4/20/2022SAAW-156"8" LAYER OF 3/4" TO 1 1/2" GRAVEL8"12"(MIN.)CURB BOX1-1/2" METERSFLOW2" METERS17 1/4" FOR13 1/4" FOR48"24"54" (MIN.)66" (MAX.)16" (MAX.)7" (MIN.)3" (MAX.)1" (MAX.)2' (MAX.)3/4" ROCK FOR GRADEADJUSTMENT (IF REQ'D)12"(MIN.)(MAX.)CURB STOPGENERAL NOTES:1.SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS OR APPROVED EQUAL.2.METER PITS AND VAULTS SHALL NOT BE INSTALLED IN ANY STREET, ALLEY, PARKING AREA OR DRIVEWAY. ANY PIT OR VAULT INSTALLED IN A SIDEWALK DUE TO LIMITED OPTIONS MUST BEPRE-APPROVED IN THE DEVELOPMENT REVIEW PROCESS AND WILL REQUIRE A TRAFFIC RATED METER PIT AND LID.3.NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT AND NO TREES WITHIN 6 FEET.4.THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSIBLE FOR METER READING AND MAINTENANCE.5.SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.6.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.7.ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER PIT WALL ON OUTLET SIDE.8.GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.9.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUTOFF VALVE.10.A SEPARATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.11.CONCRETE FOOTERS AND RATED RING/COVER REQUIRED IN TRAFFIC RATED AREAS.12.REFER TO QUICK REFERENCE FOR INSTALLATION OF THE STANDARD SETTING FOR 1 1/2 " AND 2" WATER METERS (QUICK REFERENCE 16 A&B)ARMOUR-FLEX TUBINGAND GROUT KNOCKOUTBEFORE BACKFILLING ORAPPROVED EQUALPRECAST CONCRETEMANHOLEAPPROVED JOINTSEALANT (TYP. ALLJOINTS)1/2" EMT OR PVCCONDUIT THROUGHVAULT OR PIT TOPINTO YOKEBOXMANHOLE RUNGS12" O.C.COMPRESSIONCONNECTION(TYP.)METERSETTER1" DIA. IRONPIPE BRACE(TYP.)PRE-CAST CONCRETE GRADERINGS (IF REQUIRED)ALUMINUM MANHOLE RING ANDCOVER WITH LOCK NUTAMR POD (FORD YOKE BOX PART#YUC-7 WITH FORD YOKE BOX LIDPART #YL-TP WITH 1 27/32" DIA.HOLE AND REMOVABLE PLUG)FINISHED GRADE2% SLOPETOP OF AMR LID TOBE 1/2" ABOVEFINISHED GRADEINSTALL LID 1/2 IN. ABOVEFINAL LANDSCAPED GRADEMORTAR ORMASTIC4" X 6" SUPPORT BRICKBY-PASS VALVE SHALL BEON THE UPSTREAM SIDEIN BETWEEN SETTERAPPROVED:DRAWN BY:DETAILSCONSTRUCTIONDATE REVISED:DETAILWATERSTANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022SAAW-16APLAN VIEW48" DIA.FLOW2
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.GENERAL NOTES:1.LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.2.SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.3.REFER TO QUICK REFERENCE FOR STANDARD SETTING FOR 1 1/2 ' AND 2' WATER METERS (QUICK REFERENCE 16 A&B)ARMOUR-FLEX TUBINGAND GROUT KNOCKOUTBEFORE BACKFILLINGCURBBOXPRECAST CONCRETEMANHOLEMANHOLE RUNGS12" O.C.AMR POD (FORD YOKE BOXPART #YUC-7 WITH FORD YOKEBOX LID PART #YL-TP WITH 127/32" DIA. HOLE ANDREMOVABLE PLUG)8" x 8" CONCRETEBLOCK (TYP.)METER (PLACEDBELOW LID)1" DIA. IRONPIPE BRACE(TYP)APPROVED:DRAWN BY:DETAILSCONSTRUCTIONDATE REVISED:DETAILWATERSTANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW)5/20/2022SAAW-16B
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\WATER\CD - WATER DETAILS.DWG LAYOUT: LAYOUT1 (3)2 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 06/13/23 5:42:38P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2381OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.STREETSTREET
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\WATER\CD - WATER DETAILS.DWG LAYOUT: LAYOUT1 (4)2 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 06/13/23 5:42:43P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2482OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.
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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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" = 4'494549504955496049654970494549504955496049654970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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DSDSDSDSDSDSDSDSDSDSDSDSRAMPSHEET 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: LAYOUT412 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 9:49:54A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE ASTA: 20+50 - 27+50SS-486OF196 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: 20+50 - SEE SHEET SS-3
MATCHLINE STA: 27+75 - SEE SHEET SS-5 MATCHLINE STA: 20+50 - SEE SHEET SS-3MATCHLINE STA: 27+75 - SEE SHEET SS-5
KEY MAPPRELIMINARYNOT FORCONSTRUCTIONBLDG 722+34.294953.684953.904963.6111.002.00%4"6BLDG 1323+90.824954.314954.744963.0421.672.00%4"6BLDG 824+25.414954.454954.684963.4311.502.00%4"8BLDG 926+07.644955.454955.644963.589.752.00%4"6BLDG 1226+18.704955.524955.724963.3310.002.00%4"6BLDG 1027+41.984956.264956.574962.8715.382.00%4"4BLDG 1127+49.544956.314956.574962.6013.132.00%4"4GENERAL 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" = 4'494549504955496049654970494549504955496049654970DSDSDSDSDS
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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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\SANITARY\CD - SAN LINE A - P&P.DWG LAYOUT: LAYOUT512 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 9:50:21A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE ASTA: 27+50 - ENDSS-587OF196 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: 27+75 - SEE SHEET SS-4MATCHLINE STA: 27+75 - SEE SHEET SS-4
KEY MAPPRELIMINARYNOT FORCONSTRUCTIONBLDG 2929+82.374957.554957.824964.1713.322.00%4"8BLDG 3029+87.374957.574957.804962.9611.502.00%4"8BLDG 3131+63.454958.274958.584963.8815.132.00%4"4BLDG 3231+72.664958.314958.624963.6315.382.00%4"3BLDG 33*32+17.494957.484957.994963.8151.251.00%6"4GENERAL 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 B PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970DS
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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\SANITARY\CD - SAN LINE B - P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base[U], e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 9:51:08A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE BSS-688OF196 10-19-2022TEHRJPTEH02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONBLDG 63+66.494954.304954.554963.7212.182.00%4"8BLDG 55+62.494955.194955.374962.589.102.00%4"6BLDG 47+69.314956.124956.304962.759.452.00%4"8BLDG 39+36.934956.794957.044963.3412.792.00%4"4BLDG 2*10+19.804956.114957.384963.73127.131.00%6"8GENERAL 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 C PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4950495549604965497049504955496049654970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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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\SANITARY\CD - SAN LINE C - P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base[U], e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 9:52:11A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE CSS-789OF196 10-19-2022TEHRJPTEH02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONBLDG 142+89.854955.994956.264962.4513.532.00%4"4BLDG 184+01.524956.444956.634963.489.772.00%4"8BLDG 154+38.914956.694956.894963.3410.002.00%4"6BLDG 195+80.434957.264957.464964.2710.002.00%4"6BLDG 165+89.394957.294957.554963.7113.132.00%4"4BLDG 207+55.054957.954958.144964.859.502.00%4"8BLDG 177+57.854957.974958.154964.149.462.00%4"8BLDG 1*8+50.714957.334958.954963.1689.901.00%6"8GENERAL 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.
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS SSSANITARY LINE D PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970SHEET 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 D - P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base[U], e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 9:53:28A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE DSTA: START - 8+00SS-890OF196 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE STA: 8+00 - SEE SHEET SS-9 MATCHLINE STA: 8+00 - SEE SHEET SS-9PRELIMINARYNOT FORCONSTRUCTIONBLDG 403+47.424955.854955.974962.6911.881.00%6"6BLDG 384+27.004957.194957.464963.0013.382.00%4"4BLDG 394+29.374957.204957.524962.8715.792.00%4"4BLDG 365+68.724957.594957.794964.1010.002.00%4"6BLDG 375+71.914957.604957.834963.9511.502.00%4"6GENERAL 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.
DSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDS DSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSANITARY LINE D PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'495049554960496549704975495049554960496549704975SHEET 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 D - P&P.DWG LAYOUT: LAYOUT210 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base[U], e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 9:53:40A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE DSTA: 8+00 - ENDSS-991OF196 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE STA: 8+00 - SEE SHEET SS-8 MATCHLINE STA: 8+00 - SEE SHEET SS-8
PRELIMINARYNOT FORCONSTRUCTIONBLDG 358+61.634958.614958.884965.0013.392.00%4"8BLDG 348+66.634958.624958.824966.149.962.00%4"8CLUBHOUSE10+44.154959.324960.364964.6652.192.00%4"1MAINT.11+29.114959.764960.4534.292.00%4"1BLDG 2712+22.984960.034960.644967.4230.922.00%4"6BLDG 2413+52.314960.494961.114966.4831.422.00%4"4BLDG 2114+94.814960.894961.554966.0733.332.00%4"6GENERAL 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.
DSDSDSDSDSD
SDS DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSANITARY LINE E PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'495049554960496549704975495049554960496549704975SHEET 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 E - P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, cd - sanitary notes, e-base[U], e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 9:54:43A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY SEWER PLAN & PROFILE - LINE ESS-1092OF196 10-19-2022TEHRJPTEH02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONBLDG 282+00.244960.734961.204967.8023.502.00%4"3BLDG 253+20.274961.274961.484967.0010.462.00%4"8BLDG 263+26.954961.294961.524966.9611.592.00%4"8BLDG 224+77.604961.714961.984966.1713.662.00%4"4BLDG 234+84.704961.734962.044965.1115.372.00%4"4GENERAL 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.
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\SANITARY\CD - SANITARY DETAILS.DWG LAYOUT: LAYOUT11 XREF: cd-dhic logoPLOTTED: TUE 06/13/23 9:54:55A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY DETAILSSS-1193OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.%E''IN* RE4UIRMENTSWWSTEEL CASIN* 'ETAILWWSTAN'AR' MAN+OLEWW'ROP MAN+OLEWW4FLATTOP MAN+OLEWW5
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\SANITARY\CD - SANITARY DETAILS.DWG LAYOUT: LAYOUT1 (2)1 XREF: cd-dhic logoPLOTTED: TUE 06/13/23 9:54:56A BY: COLTON HOCHEVAR
201013ENCLAVE AT REDWOODSANITARY DETAILSSS-1294OF196 10-19-2022TLWRCPTLW02-06-2023PER 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.CONCRETE ENCASEMENT 'ETAILWW6SEWER -OINT ENCASEMENTWW7'ITC+ CROSSIN* 'ETAILWWSER9ICE WYE 'ETAILWW9TRAFFIC RATE' CLEANOUTWW5
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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
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4965
4970THDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
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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
DS DS DS
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
D
SDSDSDS
D
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
DSDSDSDSDSDSDSEVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DSDSDSDSDSDS
RAMPEVCHARGINGONLYSTORM LINE A PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4945495049554960496549704945495049554960496549700SCALE: 1" =40408040'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTGENERAL 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.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 A - P&P.DWG LAYOUT: STM A PROFNO XREFsPLOTTED: TUE 06/13/23 6:09:19P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE AST-8102OF196 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.PRELIMINARYNOT FORC
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N 15. A VARIANCE FROM THE MAXIMUM LENGTHS PER SECTION 4.1 OF THE FORT COLLINSSTORMWATER CRITERIA MANUAL BETWEEN MANHOLES A3 AND A4 HAS BEENAGREED ON AND APPROVED BY THE CITY OF FORT COLLINS STORMWATERDEPARTMENT.
DSDSDSDSDS
DSDSDS DSDS
STORM LINE AA PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
STORM LINE AA-2 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
STORM LINE AC-1 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
STORM LINE AC-2 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
DSDS
EV
CHARGINGDSDSDSDSDSDSDS
DSDSEV
CHARGING
ONLY DSDSDSDSDS
DS DS
DS
DSDSDS
DSDSDSDSDSDS
RAMPDSDSDSDS
DS DS
DS
DS DS
DSDSDSDSDSDS
RAMPSHEET 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 - STORM LINE A - P&P.DWG LAYOUT: STM A LATERALSNO XREFsPLOTTED: TUE 06/13/23 6:09:43P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE A LATERALS ST-9
103 OF 196
10-19-2022
AML
MAW
AML
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 NORTHFIELDDEVELOPMENTGENERAL 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.PRELIMINARYNOT FORCONSTRUCTION
STORM LINE B PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
SDSDS
DSDSDSDS
DSDSDSDS
DSDS DSDSDSDSDSDSDSDSDS
DS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS
DSDSDSDSDSDSDS DS DS
DS DS
DS
DSDSDSDSDSDS
DS
DS DS
DS
DS
DSDSDSDS
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 - STORM LINE B - P&P.DWG LAYOUT: STORM LINE BNO XREFsPLOTTED: TUE 06/13/23 6:10:06P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE B ST-10
104 OF 196
10-19-2022
AML
MAW
AML
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.
D
S
DSDSDSDS
DS
DS
DS DS
DS
DS DS
STORM LINE BA PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
STORM LINE BB PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4948
4950
4955
4960
4965
4948
4950
4955
4960
4965
STORM LINE BC PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DSDS
DSDSDSDSDSDSDS
DSDSDSDSDSDSDS
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 - STORM LINE B - P&P.DWG LAYOUT: STORM LINE B LATERALSNO XREFsPLOTTED: TUE 06/13/23 6:10:27P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE B LATERALS ST-11
105 OF 196
10-19-2022
AML
MAW
AML
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.
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDS DSDSDSDSDS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSSTORM LINE C PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'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 C - P&P.DWG LAYOUT: LINE CNO XREFsPLOTTED: TUE 06/13/23 6:10:57P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE CST-12106OF196 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.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.
DSDSDSDSSTORM LINE CA PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970STORM LINE CB PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970STORM LINE CC PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970STORM LINE CC-2 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDSDS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSKEY 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 C - P&P.DWG LAYOUT: LINE C LATERALSNO XREFsPLOTTED: TUE 06/13/23 6:11:24P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE C LATERALSST-13107OF196 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.
STORM LINE CD PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970DSDSDS
DS
DSDSDS
DS
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 C - P&P.DWG LAYOUT: LINE C LATERALS (2)NO XREFsPLOTTED: TUE 06/13/23 6:11:32P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE C LATERALSST-14108OF196 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.
DS
DS
DS
DSDSDSDSDSD
S
D
S DS
DSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S DS DSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DSDSDSDSDSDSDSDSDSDSDS
D
S
DSD
SDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS DS
DSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDS
DS
DS
DSDSDS
DS
DS
DS
DS
DS
DS DS
DSD
SDSDS DSDSDSRAMPRAMPRAMPRAMPSTORM LINE D PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
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 - STORM LINE D - P&P.DWG LAYOUT: STM LINE DNO XREFsPLOTTED: TUE 06/13/23 6:12:10P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE D ST-15
109 OF 196
10-19-2022
TEH
RJP
TEH
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.
STORM LINE D1 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
STORM LINE DA PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
STORM LINE DB PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
STORM LINE DC PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
STORM LINE DD PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSDSD
SDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSD
S
DSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSRAMPRAMPD
SDSD
S DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDS
DS
DS
DS DSRAMP DS
D
S
D
S DSDSDSD
S
DSDSDSDSDSDSDSDSDSDS
DS DS
DSDSDSDS
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 - STORM LINE D - P&P.DWG LAYOUT: STM LINE D LATERALSNO XREFsPLOTTED: TUE 06/13/23 6:12:40P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE D LATERALS ST-16
110 OF 196
10-19-2022
TEH
RJP
TEH
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.
SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSTORM LINE E PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970
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 - STORM LINE E - P&P.DWG LAYOUT: LINE E11 XREFs: cd-dhic logo, cd-stamp, cd - storm notes, e-base, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 6:13:10P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE E ST-17
111 OF 196
10-19-2022
TEH
RJP
TEH
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.
CULVERT 1 PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2'49504955496049654950495549604965SHEET 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\DRAINAGE\CULVERTS P&P.DWG LAYOUT: CULVERT 19 XREFs: cd-dhic logo, e-base, e-util, keymap, p-base, p-legal, p-sanitary, p-storm, p-utilPLOTTED: TUE 06/13/23 10:05:51P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT 1ST-18112OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTCULVERT 1 PLANSCALE 1"=10'
CULVERT 2 PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2'49474950495549604947495049554960SHEET 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\DRAINAGE\CULVERTS P&P.DWG LAYOUT: CULVERT 29 XREFs: cd-dhic logo, e-base, e-util, keymap, p-base, p-legal, p-sanitary, p-storm, p-utilPLOTTED: TUE 06/13/23 10:05:59P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT 2ST-19113OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTCULVERT 2 PLANSCALE 1"=10'
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\DRAINAGE\CULVERT DETAILS.DWG LAYOUT: CULVERT DETAILS 12 XREFs: cd-dhic logo, p-basePLOTTED: TUE 06/13/23 10:06:08P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 1ST-20114OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.PRECAST 20'x4' CULVERT SECTIONSCALE 1"=1'HEADWALL TYP. SECTIONSCALE 1"=1'TOEWALL REINFORCING TYP. SECTIONSCALE 1"=1'RIPRAP AND SOIL RIPRAP PLACEMENT DETAILNTS
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\DRAINAGE\CULVERT DETAILS.DWG LAYOUT: CULVERT DETAILS 22 XREFs: cd-dhic logo, p-basePLOTTED: TUE 06/13/23 10:06:11P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 2ST-21115OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
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\DRAINAGE\CULVERT DETAILS.DWG LAYOUT: CULVERT DETAILS 32 XREFs: cd-dhic logo, p-basePLOTTED: TUE 06/13/23 10:06:13P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 3ST-22116OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
DS
DS
DSDSDSDSDSDS
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S
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S
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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DS
DSDS
DS
DS
DSDSDSDS
DS
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DS
DS
DS
DS DS
DSDSDSD
SDSD
S DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSRAMPRAMPRAMPRAMPSHEET 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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT113 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:07:47P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-23
117 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'MATCHLINE - SEE SHEET ST-24MATCHLINE - SEE SHEET ST-25
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
DS
DS
DS DS
DS
DS
DS
DSDS
DS
DS
DS DS DS DSDSDS
DSDSDSDSDSDSDS
DSDSDSDS DS DS DS DS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDS DSDS
DS
DSDS
DS
DS
DS DSDS
DSDSDS
DSDSDS
DS
DSDSDSDS
DS DSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS DSRAMPSHEET 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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT213 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:08:09P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-24
118 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'MATCHLINE - SEE SHEET ST-23MATCHLINE - SEE SHEET ST-25
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
DSDSDSDSDSDSDSEV
CHA
R
GI
N
G
DSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDS DSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS DSDSDSDSDSDS
DS
DSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
SDS D
S
D
S
D
S DSDSDSD
S
DSD
S
DS DSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
EVCHA
R
GI
N
G
ONL
Y
0
SCALE: 1" =
40 40 80
40'MATCHLINE - SEE SHEET ST-26MATCHLINE - SEE SHEET ST-23
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTSHEET 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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT313 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:08:31P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-25
119 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.PRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
SS
TH
THTH TH TH
TH
DSDS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT413 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:08:53P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-26
120 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'MATCHLINE - SEE SHEET ST-25KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
PIPE TABLE
NAME
A-1
B-1
B-2
B-3
B-4
B-5
B-6
C-1
C-2
C-2-1
C-2-2
C-3
C-3-1
C-4
C-5
D-1
D-2
D-3
D-4
DD-2-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
21.80'
28.80'
42.72'
27.93'
21.41'
37.62'
27.93'
3.15'
3.19'
12.15'
8.18'
17.69'
8.19'
19.64'
11.61'
18.03'
11.86'
4.61'
32.23'
16.28'
SLOPE
2.39%
0.50%
3.52%
3.52%
3.55%
0.50%
0.50%
4.40%
4.40%
2.00%
2.00%
4.40%
16.50%
4.40%
4.40%
0.50%
0.50%
0.50%
2.00%
1.97%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4957.94
4957.63
4959.13
4960.11
4960.87
4961.06
4961.20
4957.91
4958.05
4958.29
4958.45
4958.83
4960.18
4959.69
4960.20
4959.02
4959.08
4959.10
4958.08
4957.68
INV DOWN
4957.42
4957.49
4957.63
4959.13
4960.11
4960.87
4961.06
4957.77
4957.91
4958.05
4958.29
4958.05
4958.83
4958.83
4959.69
4958.93
4959.02
4959.08
4957.44
4957.36
PIPE TABLE
NAME
E-1
E-1-1
E-1-2
E-2
E-3
E-4
F-1
F-2
F-3
G-1
G-2
G-3
G-4
G-5
G-6
G-7
G-8
G-9
G-10
G-11
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
29.00'
49.00'
3.00'
17.19'
18.23'
3.58'
5.13'
54.69'
26.05'
14.30'
3.12'
16.17'
4.69'
17.80'
21.05'
29.07'
27.34'
21.52'
22.39'
5.06'
SLOPE
1.67%
0.50%
0.50%
1.10%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4958.38
4957.79
4957.80
4958.57
4958.66
4958.68
4958.63
4958.90
4959.03
4957.45
4957.47
4957.55
4957.57
4957.66
4957.77
4957.92
4958.06
4958.17
4958.28
4958.31
INV DOWN
4957.90
4957.54
4957.79
4958.38
4958.57
4958.66
4958.60
4958.63
4958.90
4957.38
4957.45
4957.47
4957.55
4957.57
4957.66
4957.77
4957.92
4958.06
4958.17
4958.28
PIPE TABLE
NAME
G-12
I-1
I-2
I-2-1
I-2-2
I-3
I-3-1
I-4
I-5
J-1
J-1-1
J-1-2
J-2
J-2-1
J-3
J-4
K-1
K-2
K-2-1
K-2-1-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
7.40'
23.59'
15.51'
3.54'
37.22'
16.87'
9.45'
19.39'
13.36'
3.29'
22.09'
18.17'
8.62'
6.26'
21.56'
8.85'
32.13'
13.24'
17.57'
7.25'
SLOPE
0.50%
0.50%
0.50%
6.00%
6.00%
0.50%
22.65%
0.50%
0.50%
0.50%
0.50%
0.50%
28.00%
2.75%
0.50%
0.50%
3.06%
4.13%
1.50%
15.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4958.34
4957.72
4957.80
4958.49
4960.72
4957.88
4960.50
4957.98
4958.04
4958.28
4958.39
4958.48
4960.69
4960.98
4960.92
4960.96
4958.75
4959.30
4959.56
4960.39
INV DOWN
4958.31
4957.60
4957.72
4958.28
4958.49
4957.80
4958.36
4957.88
4957.98
4958.26
4958.28
4958.39
4958.28
4960.81
4960.81
4960.92
4957.77
4958.75
4959.30
4959.30
PIPE TABLE
NAME
K-3
K-4
L-1
M-1
M-2
M-3
M-3-1
M-3-2
M-3-3
M-3-3-1
M-3-3-1-1
M-3-3-2
M-3-3-3
M-3-4
M-3-5
M-4
M-5
M-6
M-6-1
M-7
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
20.03'
10.25'
28.74'
20.63'
11.79'
4.86'
31.58'
37.21'
37.17'
22.53'
7.88'
19.87'
11.15'
8.10'
7.88'
48.83'
45.88'
7.00'
7.63'
37.31'
SLOPE
5.04%
1.00%
0.50%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4960.31
4960.42
4958.50
4960.08
4960.14
4960.16
4960.78
4960.97
4961.15
4961.25
4961.29
4961.35
4961.41
4961.19
4961.23
4960.40
4960.63
4960.67
4960.02
4960.85
INV DOWN
4959.30
4960.31
4958.36
4959.87
4960.08
4960.14
4960.62
4960.78
4960.97
4961.14
4961.25
4961.25
4961.35
4961.15
4961.19
4960.16
4960.40
4960.63
4959.98
4960.67
PIPE TABLE
NAME
M-7-1
M-8
M-8-1
M-9
M-10
M-11
M-12
M-13
N-1
N-2
N-3
N-4
N-5
N-6
N-7
N-8
N-9
N-9-1
N-10
N-10-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
7.56'
21.72'
7.52'
28.15'
7.47'
30.08'
49.74'
50.14'
29.64'
12.57'
3.54'
24.10'
25.86'
20.48'
40.91'
6.01'
32.75'
4.25'
31.10'
4.25'
SLOPE
10.00%
0.50%
12.00%
0.50%
0.50%
0.50%
0.50%
0.50%
1.24%
1.51%
1.50%
1.82%
1.50%
1.50%
1.50%
1.50%
1.50%
45.00%
1.50%
35.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4960.93
4960.96
4961.18
4961.10
4961.14
4961.29
4958.87
4959.70
4958.26
4958.45
4958.50
4958.94
4959.33
4959.64
4960.25
4960.34
4960.83
4962.74
4961.30
4962.79
INV DOWN
4960.17
4960.85
4960.28
4960.96
4961.10
4961.14
4958.62
4959.45
4957.90
4958.26
4958.45
4958.50
4958.94
4959.33
4959.64
4960.25
4960.34
4960.83
4960.83
4961.30
PIPE TABLE
NAME
N-11
N-11-1
N-12
N-12-1
N-13
N-14
R-1
R-2
R-3
S-1
S-2
SIZE
6"
6"
6"
6"
6"
6"
12"
12"
12"
6"
6"
LENGTH
26.92'
4.25'
28.98'
4.25'
26.60'
6.01'
26.83'
18.57'
188.07'
15.40'
8.21'
SLOPE
1.50%
25.00%
1.50%
20.00%
1.50%
1.50%
4.67%
4.00%
2.44%
0.50%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
12" HDPE
12" HDPE
12" HDPE
6" HDPE
6" HDPE
INV UP
4961.70
4962.76
4962.13
4962.98
4962.53
4962.62
4950.48
4950.91
4955.50
4958.81
4958.85
INV DOWN
4961.30
4961.70
4961.70
4962.13
4962.13
4962.53
4949.23
4950.17
4950.91
4958.73
4958.81
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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT513 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:10:24P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PIPE TABLES ST-27
121 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.KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
PIPE TABLE
NAME
AA-1
AA-1-1
AA-1-1-1
AA-1-1-1-1
AA-1-2
AA-1-3
AA-2
AA-2-1
AA-3
AA-4
AB-1
AC-1
AC-2
AC-3
AC-4
AC-5
AC-5-1
AC-6
AC-6-1
AC-7
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
4.53'
30.76'
8.24'
8.24'
13.19'
11.66'
29.17'
8.24'
13.31'
11.66'
12.21'
4.71'
31.43'
13.92'
4.35'
31.63'
4.75'
24.63'
4.75'
22.57'
SLOPE
23.39%
1.00%
2.00%
1.00%
1.00%
1.00%
1.00%
2.00%
1.00%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
40.00%
0.50%
40.00%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4958.46
4958.77
4958.93
4958.54
4958.90
4959.02
4958.75
4958.91
4958.88
4959.00
4957.16
4958.00
4958.16
4958.23
4958.25
4958.41
4959.40
4958.53
4959.52
4958.65
INV DOWN
4957.40
4958.46
4958.77
4958.46
4958.77
4958.90
4958.46
4958.75
4958.75
4958.88
4957.10
4957.98
4958.00
4958.16
4958.23
4958.25
4957.50
4958.41
4957.62
4958.53
PIPE TABLE
NAME
AC-7-1
AC-8
AC-8-1
AC-8-2
AC-8-3
AC-8-4
AC-8-5
AC-9
AC-9-1
AC-10
AC-10-1
AC-11
AC-11-1
AC-12
AC-12-1
AC-13
AC-13-1
AC-14
AC-14-1
AC-15
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
4.75'
33.34'
18.21'
79.04'
5.43'
43.02'
3.00'
13.21'
18.21'
22.74'
4.75'
22.54'
4.75'
28.16'
4.75'
28.98'
4.75'
21.68'
4.75'
24.32'
SLOPE
40.00%
0.50%
2.00%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
12.00%
0.50%
12.00%
0.50%
12.00%
0.50%
8.00%
0.50%
4.00%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4959.63
4958.81
4958.26
4958.66
4958.69
4958.90
4958.92
4958.88
4958.06
4958.99
4958.65
4959.11
4958.76
4959.25
4958.90
4959.39
4958.85
4959.50
4958.77
4959.62
INV DOWN
4957.73
4958.65
4957.90
4958.26
4958.66
4958.69
4958.90
4958.81
4957.97
4958.88
4958.08
4958.99
4958.19
4959.11
4958.33
4959.25
4958.47
4959.39
4958.58
4959.50
PIPE TABLE
NAME
AC-16
AD-1
AD-2
AD-3
AD-3-1
AD-4
AD-4-1
AD-5
AD-5-1
AD-6
AD-7
AD-7-1
AD-7-2
AD-8
AD-8-1
AD-9
AD-9-1
AD-9-2
AD-9-3
AD-9-4
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
15.37'
19.24'
17.39'
33.66'
5.91'
29.20'
5.90'
30.36'
5.90'
29.20'
27.58'
5.90'
5.90'
43.42'
5.90'
36.52'
75.45'
26.00'
30.81'
20.71'
SLOPE
0.50%
1.00%
1.00%
1.00%
100.00%
1.00%
100.00%
1.00%
100.00%
1.00%
1.00%
100.00%
100.00%
1.00%
68.13%
1.00%
0.50%
10.76%
0.50%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4959.70
4952.60
4952.78
4953.11
4959.02
4953.40
4959.30
4953.71
4959.61
4954.00
4954.28
4960.18
4959.90
4954.71
4958.73
4955.08
4955.45
4958.25
4958.40
4958.50
INV DOWN
4959.62
4952.41
4952.60
4952.78
4953.11
4953.11
4953.40
4953.40
4953.71
4953.71
4954.00
4954.28
4954.00
4954.28
4954.71
4954.71
4955.08
4955.45
4958.25
4958.40
PIPE TABLE
NAME
AD-10
AD-11
AD-12
AE-1
AE-2
AE-3
AE-4
AE-5
AF-1
AF-1-1
AF-2
AF-2-1
AF-3
AF-4
AF-4-1
AF-5
AF-5-1
AF-6
AF-7
AF-8
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
16.59'
81.73'
143.92'
15.67'
6.89'
24.74'
41.53'
44.86'
58.50'
10.50'
15.00'
11.66'
58.84'
11.97'
6.25'
24.89'
6.25'
26.93'
10.57'
9.77'
SLOPE
2.00%
2.00%
2.00%
1.00%
5.50%
5.50%
1.90%
1.90%
0.50%
0.50%
0.90%
20.00%
0.90%
0.90%
38.00%
0.90%
34.00%
0.90%
0.90%
0.90%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4949.61
4951.24
4954.12
4957.26
4957.64
4959.00
4959.79
4960.64
4957.39
4957.44
4957.52
4960.38
4958.05
4958.19
4960.56
4958.41
4960.53
4958.65
4958.75
4958.84
INV DOWN
4949.28
4949.61
4951.24
4957.10
4957.26
4957.64
4959.00
4959.79
4957.10
4957.39
4957.39
4958.05
4957.52
4958.08
4958.19
4958.19
4958.41
4958.41
4958.65
4958.75
PIPE TABLE
NAME
AF-8-1
AF-8-2
AF-8-3
AF-8-3-1
AF-8-4
AF-8-5
AF-8-6
AF-8-7
AF-8-8
AF-8-9
AF-8-10
AF-8-11
AF-9
AF-10
AF-10-1
AF-11
AF-11-1
AF-12
AF-13
AF-14
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
16.33'
6.02'
47.26'
3.78'
10.60'
15.49'
22.98'
19.92'
23.39'
6.37'
19.87'
24.38'
59.19'
4.11'
4.25'
26.19'
4.25'
24.98'
15.41'
7.72'
SLOPE
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
1.00%
1.00%
1.00%
5.09%
1.00%
75.00%
1.00%
70.00%
1.00%
1.00%
1.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4958.92
4958.95
4959.19
4960.27
4959.24
4959.32
4959.43
4959.53
4959.65
4959.71
4959.91
4960.15
4961.85
4961.89
4965.08
4962.15
4965.12
4962.40
4962.55
4962.63
INV DOWN
4958.84
4958.92
4958.95
4960.25
4959.19
4959.24
4959.32
4959.43
4959.53
4959.65
4959.71
4959.91
4958.84
4961.85
4961.89
4961.89
4962.15
4962.15
4962.40
4962.55
PIPE TABLE
NAME
AF-16
AG-1
AI-1
AI-1-1
AI-1-1-1
AI-1-3
AI-2
AI-2-1
AI-2-1-1
AI-2-2
AI-2-3
AI-2-4
AI-3
AI-3-1
AI-4
AI-4-1
AI-5
AI-5-1
AI-6
AI-6-1
SIZE
6"
12"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
2.82'
15.32'
8.64'
2.50'
4.00'
5.66'
8.60'
40.48'
12.25'
23.55'
55.80'
4.48'
19.04'
12.25'
43.63'
4.00'
27.96'
4.00'
28.82'
4.00'
SLOPE
0.90%
5.00%
5.00%
0.50%
10.00%
1.00%
5.00%
16.18%
30.00%
1.00%
0.50%
0.50%
19.85%
1.00%
2.41%
35.00%
1.00%
30.00%
1.00%
22.00%
MATERIAL
6" HDPE
12" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4958.08
4953.73
4953.47
4954.96
4960.85
4960.75
4953.90
4960.45
4957.58
4960.69
4960.97
4960.99
4957.68
4957.80
4958.73
4960.13
4959.01
4960.21
4959.30
4960.18
INV DOWN
4958.05
4952.96
4953.04
4954.95
4960.45
4960.69
4953.47
4953.90
4953.90
4960.45
4960.69
4960.97
4953.90
4957.68
4957.68
4958.73
4958.73
4959.01
4959.01
4959.30
PIPE TABLE
NAME
AI-7
AI-7-1
AI-8
AI-9
AK-1
AK-2
AL-1
AL-1-1
AL-2
AL-3
AL-3-1
AL-4
AL-4-1
AL-5
AL-5-1
AL-6
AL-6-1
AL-6-1-1
AL-6-2
AL-7
SIZE
6"
6"
6"
6"
6"
6"
8"
6"
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
30.45'
4.00'
23.08'
5.66'
13.80'
12.87'
18.48'
6.37'
9.04'
34.39'
3.75'
24.78'
3.75'
21.21'
3.75'
31.85'
15.54'
10.58'
14.87'
30.15'
SLOPE
1.00%
15.00%
1.00%
1.00%
1.00%
5.00%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
15.00%
0.50%
20.00%
0.50%
10.74%
5.00%
1.00%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
8" HDPE
6" HDPE
8" HDPE
8" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4959.60
4960.20
4959.83
4959.89
4957.26
4957.90
4955.15
4957.68
4955.20
4955.37
4959.97
4955.58
4960.09
4955.68
4960.07
4955.84
4958.09
4958.62
4958.24
4955.99
INV DOWN
4959.30
4959.60
4959.60
4959.83
4957.12
4957.26
4955.06
4957.65
4955.15
4955.20
4959.95
4955.45
4959.53
4955.58
4959.32
4955.68
4956.42
4958.09
4958.09
4955.84
PIPE TABLE
NAME
AL-7-1
AL-8
AL-8-1
AL-9
AL-9-1
AL-10
AL-10-1
AL-11
AL-11-1
AL-12
AL-12-1
AL-12-1-1
AL-12-2
AL-13
AL-13-1
AL-14
AL-14-1
AL-15
AL-15-1
AL-16
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
3.75'
21.71'
3.75'
29.46'
3.75'
30.46'
3.68'
19.93'
3.69'
27.59'
15.64'
5.85'
5.85'
46.13'
3.73'
29.33'
3.75'
28.45'
3.76'
29.12'
SLOPE
5.00%
0.50%
10.00%
0.50%
1.41%
0.50%
0.50%
0.50%
10.00%
0.50%
22.37%
1.00%
1.00%
0.50%
25.00%
0.50%
15.00%
0.50%
1.41%
0.50%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4960.14
4956.10
4960.54
4956.25
4960.48
4956.40
4960.72
4956.50
4960.62
4956.64
4958.27
4958.33
4958.33
4956.87
4960.70
4957.02
4960.62
4957.16
4960.36
4957.30
INV DOWN
4959.95
4955.99
4960.17
4956.10
4960.43
4956.25
4960.70
4956.40
4960.25
4956.50
4954.77
4958.27
4958.27
4956.64
4959.77
4956.87
4960.06
4957.02
4960.31
4957.16
PIPE TABLE
NAME
AL-16-1
AL-17
AL-17-1
AL-18
AL-18-1
AL-19
AL-19-1
AL-20
AL-20-1
AL-21
AL-21-1
AL-22
AL-22-1
AL-23
AL-23-1
AL-24
AL-25
AM-1
AM-2
AM-2-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
12"
12"
6"
LENGTH
3.75'
27.72'
3.74'
39.38'
21.97'
19.94'
21.97'
25.54'
3.75'
18.90'
3.75'
30.93'
3.75'
28.96'
3.75'
21.77'
3.75'
12.36'
149.20'
23.65'
SLOPE
0.50%
0.50%
100.00%
0.50%
0.57%
0.50%
0.58%
0.50%
75.00%
0.50%
100.00%
0.50%
1.41%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
8.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
12" HDPE
12" HDPE
6" HDPE
INV UP
4960.61
4957.44
4959.31
4957.64
4958.96
4957.74
4958.33
4957.87
4960.72
4957.96
4959.83
4958.12
4960.53
4958.26
4960.80
4958.37
4958.39
4952.83
4953.57
4955.71
INV DOWN
4960.59
4957.30
4955.57
4957.44
4958.84
4957.64
4958.20
4957.74
4957.91
4957.87
4956.08
4957.96
4960.48
4958.12
4960.78
4958.26
4958.37
4952.77
4952.83
4953.82
PIPE TABLE
NAME
AM-2-1-1
AM-3
AM-3-1
AM-4
AM-5
AM-5-1
AM-6
AM-7
AM-8
AM-8-1
AM-9
AM-9-1
AM-9-2
AM-10
AM-11
AM-12
AN-1
AN-2
AP-1
AR-1
SIZE
6"
12"
6"
12"
12"
6"
12"
12"
12"
8"
8"
6"
6"
8"
8"
8"
6"
6"
6"
6"
LENGTH
4.95'
131.09'
23.65'
28.20'
45.30'
23.65'
115.46'
103.73'
108.27'
5.00'
21.68'
6.07'
34.09'
10.44'
7.66'
19.54'
7.04'
3.00'
13.47'
3.43'
SLOPE
0.50%
0.50%
7.38%
0.50%
0.50%
-0.76%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
-3.22%
0.50%
0.50%
MATERIAL
6" HDPE
12" HDPE
6" HDPE
12" HDPE
12" HDPE
6" HDPE
12" HDPE
12" HDPE
12" HDPE
8" HDPE
8" HDPE
6" HDPE
6" HDPE
8" HDPE
8" HDPE
8" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4955.40
4954.22
4953.61
4954.36
4954.59
4953.60
4955.16
4955.67
4956.21
4956.40
4956.49
4956.52
4956.69
4956.54
4956.58
4956.68
4955.16
4955.06
4952.68
4956.30
INV DOWN
4955.37
4953.57
4951.86
4954.22
4954.36
4953.78
4954.58
4955.16
4955.67
4956.38
4956.38
4956.49
4956.52
4956.49
4956.54
4956.58
4955.12
4955.16
4952.62
4956.29
PIPE TABLE
NAME
X-7
X-8
X-9
X-10
X-11
Y-1
Y-2
Y-3
Y-4
Z-2-1
SIZE
6"
6"
6"
6"
6"
8"
8"
8"
8"
6"
LENGTH
30.13'
26.93'
35.05'
13.06'
16.18'
78.00'
248.13'
77.97'
100.00'
23.53'
SLOPE
0.50%
0.50%
0.50%
0.50%
0.50%
0.20%
0.20%
0.20%
0.20%
0.12%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
8" HDPE
8" HDPE
8" HDPE
8" HDPE
6" HDPE
INV UP
4958.42
4958.55
4958.73
4958.80
4958.88
4957.30
4957.79
4957.95
4958.15
4957.72
INV DOWN
4958.27
4958.42
4958.55
4958.73
4958.80
4957.14
4957.30
4957.79
4957.95
4957.69
PIPE TABLE
NAME
AR-2
LID1-2
SIZE
6"
6"
LENGTH
5.00'
41.44'
SLOPE
-6.49%
1.00%
MATERIAL
6" HDPE
6" HDPE
INV UP
4955.98
4949.68
INV DOWN
4956.30
4949.27
T-2
T-2-1
T-3
T-4
U-1
U-1-1
6"
6"
6"
6"
6"
6"
21.06'
6.25'
15.51'
8.84'
20.06'
4.98'
4.00%
10.00%
4.00%
4.00%
2.50%
13.50%
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
4959.27
4959.90
4959.89
4960.24
4958.36
4959.03
4958.43
4959.27
4959.27
4959.89
4957.86
4958.36
PIPE TABLE
NAME
U-1-2
U-2
U-2-1
U-3
U-4
U-5
UD2-2
SIZE
6"
6"
6"
6"
6"
6"
6"
LENGTH
8.84'
18.36'
6.25'
14.47'
9.43'
44.62'
23.72'
SLOPE
13.50%
2.50%
22.00%
2.50%
2.50%
0.50%
5.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4960.22
4958.82
4960.20
4959.18
4959.42
4957.88
4949.73
INV DOWN
4959.03
4958.36
4958.82
4958.82
4959.18
4957.66
4948.54
X-2
X-2-1
X-3
X-4
X-5
X-6
6"
6"
6"
6"
6"
6"
8.16'
21.02'
12.41'
17.82'
29.43'
28.64'
0.50%
3.52%
0.50%
0.50%
0.50%
0.50%
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
4957.85
4958.57
4957.89
4957.98
4958.13
4958.27
4957.81
4957.83
4957.83
4957.89
4957.98
4958.13
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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT613 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:12:51P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PIPE TABLES ST-28
122 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.KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT713 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:13:37P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN TABLES ST-29
123 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.KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL, OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON
THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT
SLOPE OF AT LEAST 0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS
CALLED OUT IN THE LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND 90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF
DRAIN AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN
TABLE. IF TWO OR MORE PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED.
THE DRAIN BASIN SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
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 - LANDSCAPE DRAIN PLAN.DWG LAYOUT: LAYOUT813 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, e-util-byot[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:14:09P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN TABLES ST-30
124 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.KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONGENERAL LANDSCAPE DRAIN NOTES:
1.CONTRACTOR SHALL USE 90-DEGREE WYES AT PERPENDICULAR JOINTS WHERE POSSIBLE.
2.CONTRACTOR SHALL USE CONCENTRIC REDUCERS UNLESS OTHERWISE NOTED. WHERE ECCENTRIC
REDUCERS ARE USED THE INVERTS MUST MATCH.
3.CONTRACTOR SHALL USE STANDARD PVC FITTINGS WHEN POSSIBLE UNLESS OTHERWISE NOTED ON
THE PLAN.
4.ALL LANDSCAPE DRAINS PIPES SHALL BE WATERTIGHT PVC, RIGID HDPE WITH SMOOTH INNER WALL,
OR ENGINEER APPROVED EQUIVALENT.
5.ALL LANDSCAPE DRAIN PIPES SHALL BE A MINIMUM OF 2-FT DEEP (UNLESS OTHERWISE NOTED) AND
SHALL HAVE A 0.50% MINIMUM SLOPE.
6.LANDSCAPE DRAIN GRATES IN LANDSCAPED AREAS SHALL BE NYLOPLAST 12-INCH DOME STYLE
GRATES/COVERS, OR ENGINEER-APPROVED EQUIVALENT.
7.LANDSCAPE DRAIN GRATES IN PAVEMENT SHALL BE PEDESTRIAN-FRIENDLY, 4-INCH ROUND BRASS
GRATES OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED ON THE PLAN.
8.TRENCH DRAINS SHALL BE ACO KLASSIC KS100S WITH TYPE 461Q DUCTILE IRON SLOTTED GRATE OR
ENGINEER-APPROVED EQUIVALENT. TRENCH DRAINS SHALL HAVE AN INVERT SLOPE OF AT LEAST
0.50%. TRENCH DRAIN INVERT SHALL MATCH THE CONNECTING LANDSCAPE DRAIN PIPE INVERT. FOR
GRATE ELEVATIONS SEE SHEET(S) C-17 - C-57.
9.LANDSCAPE DRAINS LOCATED AT THE END OF A LINE SHALL BE INSTALLED WITH A RISER AND 90
DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE DRAIN AS CALLED OUT IN THE
LANDSCAPE DRAIN TABLE.
10.LANDSCAPE DRAINS CONNECTING TO ROOF DOWNSPOUTS SHALL BE INSTALLED WITH A RISER AND
90 DEGREE BEND MATCHING THE SIZE OF THE PIPE CONNECTING TO THE ROOF DRAIN AS CALLED
OUT IN THE LANDSCAPE DRAIN TABLE.
11.INLINE LANDSCAPE DRAINS SHALL BE INSTALLED WITH A RISER AND TEE FITTING MATCHING THE SIZE
OF THE MAIN LINE CONNECTION AS CALLED OUT IN THE LANDSCAPE DRAIN TABLE. IF TWO OR MORE
PIPE SIZES INTERSECT AT THE INLINE DRAIN CONNECTION THEN THE LARGER PIPE SIZE SHALL
DICTATE THE SIZE OF THE RISER.
12.AT ANY LOCATION WHERE MORE THAN TWO LANDSCAPE DRAIN PIPES INTERSECT AND CANNOT BE
CONNECTED WITH STANDARD FITTINGS, A DRAIN BASIN SHALL BE INSTALLED. THE DRAIN BASIN
SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS.
13.FOR GRATE ELEVATIONS SEE DETAILED GRADING PLAN SHEET(S).
14.ALL DIRECT LANDSCAPE DRAIN CONNECTIONS TO STORM SEWER PIPE, INLETS AND MANHOLES
SHALL BE MADE WITH KOR-N-TEE FITTING OR APPROVED EQUIVALENT.
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201013ENCLAVE AT REDWOODSWMM BASIN MAP & FINAL DRAINAGE PLANST-31125OF196 10-19-2022AMLMAWAML 02/08/2023PER CITY OF FORT COLLINS COMMENTSNO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.DIRECT RUNOFF SUMMARY TABLEBASIN IDAREA (AC)C2C100Q2 (CFS)Q100 (CFS)113_213.880.640.804.119.69113_227.090.650.823.8424.29113_238.080.660.826.436.09113_245.620.730.914.9428.79113_250.450.460.570.31.47113_260.220.420.520.140.68113_270.240.630.78--113_280.100.841.00--113_290.570.270.340.432.66113_31.690.250.310.33.43113_44.760.340.430.7420.33113_512.450.770.969.5547.34113_526.040.690.871.849.63
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201013ENCLAVE AT REDWOODDETAILED SWMM BASIN MAP & FINAL DRAINAGE PLANST-32126OF196 10-19-2022AMLMAWAML02/08/2023PER CITY OF FORT COLLINS COMMENTSNO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDS DSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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201013ENCLAVE AT REDWOODDETAILED SWMM BASIN MAP & FINAL DRAINAGE PLANST-33127OF196 10-19-2022AMLMAWAML02/08/2023PER CITY OF FORT COLLINS COMMENTSNO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
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ACBASINAREA%IMP113_227.0958.3ACBASINAREA%IMP113_280.1083.20SCALE: 1" =40408040'BASINDESIGNATIONBASIN SIZEIN ACRESC COEFFICIENTOS 10.671.23ACBASINAREAC1BASIN DESIGN POINTMAJORMINOR100-YR SWMMSHEET 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\DRAINAGE\FINAL DRAINAGE PLAN.DWG LAYOUT: PROPOSED SWMM BASINS311 XREFs: cd-dhic logo, e-base, e-legal, e-offsite[U], e-util, keymap, keymap - offsite, p-base, p-legal, p-storm[U], p-utilPLOTTED: TUE 06/13/23 10:19:41P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED SWMM BASIN MAP & FINAL DRAINAGE PLANST-34128OF196 10-19-2022AMLMAWAML02/08/2023PER CITY OF FORT COLLINS COMMENTSNO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
THTHTHTHTHTHSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSACBASINAREA%IMP113_213.8750.6ACBASINAREA%IMP113_260.2322ACBASINAREA%IMP113_513.0169.40SCALE: 1" =40408040'BASINDESIGNATIONBASIN SIZEIN ACRESC COEFFICIENTOS 10.671.23ACBASINAREAC1BASIN DESIGN POINTMAJORMINOR100-YR SWMMSHEET 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\DRAINAGE\FINAL DRAINAGE PLAN.DWG LAYOUT: PROPOSED SWMM BASINS411 XREFs: cd-dhic logo, e-base, e-legal, e-offsite[U], e-util, keymap, keymap - offsite, p-base, p-legal, p-storm[U], p-utilPLOTTED: TUE 06/13/23 10:19:48P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED SWMM BASIN MAP & FINAL DRAINAGE PLANST-35129OF196 10-19-2022AMLMAWAML02/08/2023PER CITY OF FORT COLLINS COMMENTSNO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
THDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSΔΔΔΔΔΔTRICKLE CHANNEL PROFILEHORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 0'49474950495549604947495049554960SHEET 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\DRAINAGE\CD - SOUTH DETENTION POND PLAN.DWG LAYOUT: PLAN PROFILE10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:48:16P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PROFILE - POND 1ST-36130OF196 10-19-2022AMLMAWJMR02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTGENERAL 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.PROPOSED DETENTION POND SUMMARY TABLEPOND IDSWMM BASIN IDTRIBUTARYAREAIMPERVIOUSNESSALLOWABLERELEASE RATEMODELED PEAKRELEASE RATEPONDVOLUMEPONDVOLUMEWQCV WSEL2-YEAR WSEL100-YEAR WSEL(-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT)POND1113_213.8853.5%0.780.75865031.994955.154956.144959.12UD2113_227.0954.4%1.421.36608191.40-4951.754956.20POND3113_238.0855.5%1.621.611711613.934954.394955.394958.65REDWOOD113_245.6265.5%13.0513.0545973210.554953.274955.214956.74
≥≥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\DRAINAGE\CD - SOUTH DETENTION POND PLAN.DWG LAYOUT: DETAILS10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:48:19P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS - POND 1ST-37131OF196 10-19-2022AMLMAWJMR02-06-2023PER 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" =10102010'CCAABBSECTION C-CSECTION A-ASECTION B-BWELL SCREENFLOW CONTROL PLATEPLANGENERAL NOTESSECTION D-DDDAAABBREVIATIONSLEGEND
DSDSDSDSDS DSDSDSAATRICKLE CHANNEL PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'495049554960495049554960SHEET 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\DRAINAGE\CD - REDWOOD POND PLAN.DWG LAYOUT: REDWOOD POND PLANS10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:49:15P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PLAN - REDWOODST-38132OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT0SCALE: 1" =30306030'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.DETENTION POND SUMMARY TABLEPOND IDSWMMBASIN IDTRIBUTARYAREA (AC)IMPERVIOUSNESS(%)ALOWABLE RELEASERATE (CFS)MODELED PEAKRELEASE RATE(CFS)PONDVOLUME (CF)PONDVOLUME(AF)100-YEARDEPTH (FT)100-YEARWSEL (FT)POND1113_213.8850.6%0.780.761114362.563.984958.13UD2113_226.9758.3%1.391.37588931.356.184956.88POND3113_238.1753.8%1.631.612413415.542.094955.72REDWOOD113_2459.4964.7%16.9616.3945973210.553.474956.74
≥≥ ≥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\DRAINAGE\CD - REDWOOD POND PLAN.DWG LAYOUT: REDWOOD POND PLANS (2)10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:50:51P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS - REDWOODST-39133OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.0SCALE: 1" =10102010'
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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\DRAINAGE\CD - REDWOOD POND PLAN.DWG LAYOUT: ST-41 DETENTION POND DETAILS 2 - REDWOOD10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:54:00P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS 2 - REDWOODST-40134OF196 10-19-2022AMLMAWJMR PER 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.0SCALE: 1" =10102010'
FOREBAY CROSS SECTION 01 PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'495549604965495549604965FOREBAY CROSS SECTION 02 PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'495549604965495549604965FOREBAY CROSS SECTION 03 PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'495549604965495549604965SHEET 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\DRAINAGE\CD - REDWOOD POND PLAN.DWG LAYOUT: ST-42 DETENTION POND DETAILS 3 - REDWOOD10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:54:41P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS 3 - REDWOODST-41135OF196 10-19-2022AMLMAWJMR PER 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" =20204020'
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BBSHEET 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\DRAINAGE\CD - GENERAL STORM DETAILS.DWG LAYOUT: ST-43 RAIN GARDEN DETAILS11 XREFs: aerial[U], cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite[U], e-util, keymap, p-base, p-legal, p-utilPLOTTED: WED 06/14/23 8:42:56A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODRAIN GARDEN DETAILSST-42136OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTLOW IMPACT DEVELOPMENT SUMMARY TABLEBASINTRIBUTARY AREATRIBUTARYAREACALCULATEDIMPERVIOUSNESSIMPERVIOUS AREAMHFD REQUIREDWQCVFAA REQUIREDWQCVLID TREATMENT SYSTEMLID VOLUMEPROVIDED(-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF)LID11141072.6271.7%8184021532145ISOLATOR ROWS FOR POND13500LID23088557.0954.4%16811045025996ISOLATOR ROW FOR UD29268LID32675086.1462.5%16726143654610ISOLATOR ROWS FOR POND37350LID42354325.4068.0%1600224147-RAIN GARDEN - REDWOOD28563TOTAL (TREATED)92590221.2662.3%577232TOTAL (SITE)114345026.2551.9%593451TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.3%LID FACILITY ELEVATION DATAFACILITYBOTTOM OFSYSTEMWQCV STAGETOP OF SYSTEMMINIMUMALLOWABLE GRADEINFILTRATIONRATE(-)(FT)(FT)(FT)(FT)(CFS)LID14953.644956.034959.144959.640.39LID24950.704953.514957.454958.450.73LID34953.804956.454959.304959.800.86LID44956.144956.944957.14-0.15
DSDSDSDSDSDSDSDSDSDSDS DSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDS
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\DRAINAGE\CD - PARK DETENTION POND PLAN.DWG LAYOUT: ST-44 DETENTION POND PLAN - POND 310 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:55:46P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PLAN - POND 3ST-43137OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT0SCALE: 1" =20204020'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.PROPOSED DETENTION POND SUMMARY TABLEPOND IDSWMM BASIN IDTRIBUTARY AREAIMPERVIOUSNESSALLOWABLERELEASE RATEMODELED PEAKRELEASE RATEPONDVOLUMEPONDVOLUMEWQCVWSEL2-YEARWSEL100-YEAR WSEL(-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT)POND1113_213.8853.5%0.780.75865031.994955.154956.144959.12UD2113_227.0954.4%1.421.36608191.40-4951.754956.20POND3113_238.0855.5%1.621.611711613.934954.394955.394958.65REDWOOD113_24--13.0513.054295029.864957.80-4960.80
≥≥ ≥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\DRAINAGE\CD - PARK DETENTION POND PLAN.DWG LAYOUT: ST-45 DETENTION POND DETAILS - POND 310 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:55:50P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS - POND 3ST-44138OF196 10-19-2022AMLMAWJMR02-06-2023PER 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" =10102010'
TRICKLE CHANNEL PROFILEHORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2'495049554960495049554960DSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSSHEET 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\DRAINAGE\CD - PARK DETENTION POND PLAN.DWG LAYOUT: ST-46 DETENTION POND PROFILE - POND 3 - TRICKLE CHANNEL10 XREFs: cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:56:13P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PROFILE - POND 3 - TRICKLE CHANNELST-45139OF196 10-19-2022AMLMAWJMR PER 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" =20204020'
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSAABBLID2 PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'4945495049554960496549454950495549604965SECTION B-B PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'4945495049554960496549454950495549604965SECTION A-A PROFILEHORIZONTAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 0'4945495049554960496549454950495549604965SHEET 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\DRAINAGE\CD - UD2 PLAN.DWG LAYOUT: ST-47 UD2 PLAN10 XREFs: cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:56:40P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODUD2 PLANST-46140OF196 10-19-2022AMLMAWJMR02-06-2023PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTLOW IMPACT DEVELOPMENT SUMMARY TABLEBASINTRIBUTARY AREATRIBUTARYAREACALCULATEDIMPERVIOUSNESSIMPERVIOUSAREAMHFD REQUIREDWQCVFAA REQUIREDWQCVLID TREATMENT SYSTEMLID VOLUMEPROVIDED(-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF)LID11141072.6271.7%8184021532145ISOLATOR ROWS FOR POND13500LID23088557.0954.4%16811045025996ISOLATOR ROW FOR UD29268LID32675086.1462.5%16726143654610ISOLATOR ROWS FOR POND37350LID42354325.4068.0%1600224147-RAIN GARDEN - REDWOOD28563TOTAL (TREATED)92590221.2662.3%577232TOTAL (SITE)114345026.2551.9%593451TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.3%*ISOLATOR ROWS WERE SIZED BY COMPARING THE WQCV BASED ON THE 12-HOUR DRAIN TIME AND CITY OF FORT COLLINS MODIFIED FAA METHOD.LID FACILITY ELEVATION DATAFACILITYBOTTOM OFSYSTEMWQCV STAGETOP OF SYSTEMMINIMUMALLOWABLE GRADEINFILTRATIONRATE(-)(FT)(FT)(FT)(FT)(CFS)LID14953.644956.034959.144959.640.39LID24950.704953.514957.454958.450.73LID34953.804956.454959.304959.800.86LID44956.144956.944957.14-0.15PROPOSED DETENTION POND SUMMARY TABLEPOND IDSWMM BASIN IDTRIBUTARY AREAIMPERVIOUSNESSALLOWABLE RELEASERATEMODELED PEAKRELEASE RATEPONDVOLUMEPONDVOLUMEWQCV WSEL2-YEARWSEL100-YEARWSEL(-)(#)(AC)(%)(CFS)(CFS)(CF)(AF)(FT)(FT)(FT)POND1113_213.8853.5%0.780.75865031.994955.154956.144959.12UD2113_227.0954.4%1.421.36608191.40-4951.754956.20POND3113_238.0855.5%1.621.611711613.934954.394955.394958.65REDWOOD113_245.6265.5%13.0513.0545973210.554953.274955.214956.74
THDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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\DRAINAGE\CD - UD2 PLAN.DWG LAYOUT: ST-48 UD2 SUBGRADE EXCAVATION PLAN10 XREFs: cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:57:02P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODUD2 SUBGRADE EXCAVATION PLANST-47141OF196 10-19-2022AMLMAWJMR PER 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" =20204020'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
AAAATHSHEET 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\DRAINAGE\CD - UD2 PLAN.DWG LAYOUT: ST-49 UD2 DETAILS10 XREFs: cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:57:46P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODUD2 DETAILSST-48142OF196 10-19-2022AMLMAWJMR PER 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" =55105'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
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\DRAINAGE\CD - UD2 PLAN.DWG LAYOUT: ST-50 UD2 ADS DETAILS10 XREFs: cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:57:48P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODUD2 ADS DETAILSST-49143OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
DSAALID1 PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'4948495049554960496549484950495549604965SHEET 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\DRAINAGE\CD - LID1 PLAN.DWG LAYOUT: ST-51 LID1 PLAN9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:58:28P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID1 PLANST-50144OF196 10-19-2022AMLMAWJMR02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTLOW IMPACT DEVELOPMENT SUMMARY TABLEBASINTRIBUTARY AREATRIBUTARYAREACALCULATEDIMPERVIOUSNESSIMPERVIOUSAREAMHFD REQUIREDWQCVFAA REQUIREDWQCVLID TREATMENT SYSTEMLID VOLUMEPROVIDED(-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF)LID11141072.6271.7%8184021532145ISOLATOR ROWS FOR POND13500LID23088557.0954.4%16811045025996ISOLATOR ROW FOR UD29268LID32675086.1462.5%16726143654610ISOLATOR ROWS FOR POND37350LID42354325.4068.0%1600224147-RAIN GARDEN - REDWOOD28563TOTAL (TREATED)92590221.2662.3%577232TOTAL (SITE)114345026.2551.9%593451TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.3%*ISOLATOR ROWS WERE SIZED BY COMPARING THE WQCV BASED ON THE 12-HOUR DRAIN TIME AND CITY OF FORT COLLINS MODIFIED FAA METHOD.LID FACILITY ELEVATION DATAFACILITYBOTTOM OFSYSTEMWQCV STAGETOP OF SYSTEMMINIMUMALLOWABLE GRADEINFILTRATIONRATE(-)(FT)(FT)(FT)(FT)(CFS)LID14953.644956.034959.144959.640.39LID24950.704953.514957.454958.450.73LID34953.804956.454959.304959.800.86LID44956.144956.944957.14-0.15
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\DRAINAGE\CD - LID1 PLAN.DWG LAYOUT: ST-52 LID1 SUBGRADE EXCAVATION PLAN9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:58:48P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID1 SUBGRADE EXCAVATION PLANST-51145OF196 10-19-2022AMLMAWJMR PER 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" =55105'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
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\DRAINAGE\CD - LID1 PLAN.DWG LAYOUT: ST-53 LID1 ADS DETAILS9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:58:48P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID1 ADS DETAILSST-52146OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
AALID3 PROFILEHORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3'49504955496049654950495549604965SHEET 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\DRAINAGE\CD - LID3 PLAN.DWG LAYOUT: ST-54 LID3 PLAN9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:59:29P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID3 PLANST-53147OF196 10-19-2022AMLMAWJMR02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTLID FACILITY ELEVATION DATAFACILITYBOTTOM OFSYSTEMWQCV STAGETOP OF SYSTEMMINIMUMALLOWABLE GRADEINFILTRATIONRATE(-)(FT)(FT)(FT)(FT)(CFS)LID14953.644956.034959.144959.640.39LID24950.704953.514957.454958.450.73LID34953.804956.454959.304959.800.86LID44956.144956.944957.14-0.15LOW IMPACT DEVELOPMENT SUMMARY TABLEBASINTRIBUTARY AREATRIBUTARYAREACALCULATEDIMPERVIOUSNESSIMPERVIOUSAREAMHFD REQUIREDWQCVFAA REQUIREDWQCVLID TREATMENT SYSTEMLID VOLUMEPROVIDED(-)(SF)(AC)(%)(SF)(CF)(CF)(-)(CF)LID11141072.6271.7%8184021532145ISOLATOR ROWS FOR POND13500LID23088557.0954.4%16811045025996ISOLATOR ROW FOR UD29268LID32675086.1462.5%16726143654610ISOLATOR ROWS FOR POND37350LID42354325.4068.0%1600224147-RAIN GARDEN - REDWOOD28563TOTAL (TREATED)92590221.2662.3%577232TOTAL (SITE)114345026.2551.9%593451TOTAL TREATED IMP. AC. / TOTAL SITE IMP. AC. (MUST BE >75%)97.3%*ISOLATOR ROWS WERE SIZED BY COMPARING THE WQCV BASED ON THE 12-HOUR DRAIN TIME AND CITY OF FORT COLLINS MODIFIED FAA METHOD.
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\DRAINAGE\CD - LID3 PLAN.DWG LAYOUT: ST-55 LID3 SUBGRADE EXCAVATION PLAN9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:59:49P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID3 SUBGRADE EXCAVATION PLANST-54148OF196 10-19-2022AMLMAWJMR PER 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" =55105'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
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\DRAINAGE\CD - LID3 PLAN.DWG LAYOUT: ST-56 LID3 ADS DETAILS9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 10:59:49P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID3 ADS DETAILSST-55149OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
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\DRAINAGE\CD - GENERAL STORM DETAILS.DWG LAYOUT: ST-57 STORM DETAILS 111 XREFs: aerial[U], cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite[U], e-util, keymap, p-base, p-legal, p-utilPLOTTED: WED 06/14/23 9:00:00A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM DETAILS 1ST-56150OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
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\DRAINAGE\CD - GENERAL STORM DETAILS.DWG LAYOUT: ST-58 STORM DETAILS 211 XREFs: aerial[U], cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite[U], e-util, keymap, p-base, p-legal, p-utilPLOTTED: WED 06/14/23 9:00:02A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM DETAILS 2ST-57151OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.
AABBAAAABBAAAABBAASHEET 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\DRAINAGE\CD - GENERAL STORM DETAILS.DWG LAYOUT: ST-59 STORM DETAILS 311 XREFs: aerial[U], cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite[U], e-util, keymap, p-base, p-legal, p-utilPLOTTED: WED 06/14/23 9:00:14A BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM DETAILS 3ST-58152OF196 10-19-2022AMLMAWJMR02-06-2023PER 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.4/7/11I:\StmWtr\Criteria Manual\D44.dwg
DATE DRAWN:3/3/05D44.dwgT. COXDRAWN BY:CAD FILE NAME:DETAIL4/7/11I:\StmWtr\Criteria Manual\D45.dwg
DATE DRAWN:3/3/05D45.dwgT. COXDRAWN BY:CAD FILE NAME:DETAIL4/7/11I:\StmWtr\Criteria Manual\D43.dwg
DATE DRAWN:3/3/05D43.dwgT. COXDRAWN BY:CAD FILE NAME:DETAIL
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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 DETAILS.DWG LAYOUT: ST-60 STORM DETAILS 45 XREFs: cd-dhic logo, cd-stamp, p-base, p-storm, p-utilPLOTTED: TUE 06/13/23 11:00:23P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILS 4ST-59153OF196 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER 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.PRELIMINARYNOT FORC
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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 DETAILS.DWG LAYOUT: ST-61 STORM DETAILS 55 XREFs: cd-dhic logo, cd-stamp, p-base, p-storm, p-utilPLOTTED: TUE 06/13/23 11:00:55P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILS 5ST-60154OF196 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER 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.PRELIMINARYNOT FORC
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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\ROADWAY\CD - ROADWAY KEYMAP.DWG LAYOUT: LAYOUT15 XREFs: cd-dhic logo, cd-stamp, e-base, p-base, p-legalPLOTTED: TUE 06/13/23 3:38:24P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODROADWAY KEYMAPR-1155OF196 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER 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" =707014070'PRELIMINARYNOT FORCONSTRUCTION
DSDS
DSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDS DSDSDSDSDSDSDSSTEELY DRIVE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968STEELY DRIVE E FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968STEELY DRIVE W FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968W STEELY DR & COLLAMER DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968E STEELY & COLLAMER CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'CURVE TABLECURVE #C1C2LENGTH39.27'39.27'RADIUS25.00'25.00'DELTA90.00°90.00°CHORD DIRECTIONS43° 15' 35"EN46° 44' 25"ECHORD LENGTH35.36'35.36'START (N,E)N: 136149.72, E: 198197.82N: 136075.76, E: 198195.57SHEET 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\ROADWAY\CD - STEELEY DRIVE P&P.DWG LAYOUT: LAYOUT19 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:39:21P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVER-2156OF196 10-19-2022TEHMSMEDL02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-3
MATCHLINE - SEE SHEET R-3MATCH - STATON 5+00 MATCH - STATON 5+00
DS
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DSDSDSDSDSDSDSDS
ΔΔSTEELY DRIVE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968STEELY DRIVE E FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968STEELY DRIVE W FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968CURVE TABLECURVE #C3C4C5C6LENGTH34.84'36.06'39.81'43.63'RADIUS25.00'25.00'25.00'25.00'DELTA79.84°82.63°91.24°100.00°CHORD DIRECTIONS7° 46' 07"WS89° 00' 28"WS85° 27' 02"EN2° 18' 17"WCHORD LENGTH32.09'33.01'35.74'38.30'START (N,E)N: 135867.00, E: 198190.27N: 135816.82, E: 198233.76N: 135866.44, E: 198235.07N: 135813.57, E: 198296.46SHEET 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\ROADWAY\CD - STEELEY DRIVE P&P.DWG LAYOUT: LAYOUT29 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:39:45P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVER-3157OF196 10-19-2022TEHMSMEDL02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
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MATCHLINE - SEE SHEET R-2 MATCH - STATON 5+00MATCH - STATON 5+00
DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSΔΔCOLLAMER DR PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49584960496449684958496049644968COLLAMER DR N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49584960496449684958496049644968COLLAMER DR S FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49584960496449684958496049644968STEELY & COLLAMER CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49584960496449684958496049644968CURVE TABLECURVE #C7C8LENGTH40.22'38.25'RADIUS25.33'25.42'DELTA90.97°86.22°CHORD DIRECTIONS44° 30' 59"ES45° 44' 30"WCHORD LENGTH36.13'34.74'START (N,E)N: 136470.41, E: 198256.98N: 136469.53, E: 198331.23COLLAMER DRIVE & COMRIE CIRCLE E CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49584960496449684958496049644968SHEET 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\ROADWAY\CD - LUPINE DRIVE P&P.DWG LAYOUT: LAYOUT19 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:41:36P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVER-4158OF196 10-19-2022TEHMSMEDL02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONM
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MATCHLINE - SEE SHEET R-5 MATCH - STATON 4+00MATCH - STATON 6+00
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RAMPCOLLAMER DRIVE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49524956496049644952495649604964COLLAMER DRIVE S FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49524956496049644952495649604964COLLAMER DRIVE N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49524956496049644952495649604964CURVE TABLECURVE #C9C10C11C12C13C14LENGTH38.14'40.40'40.40'38.14'38.14'40.40'RADIUS25.00'25.00'25.00'25.00'25.00'25.00'DELTA87.41°92.59°92.59°87.41°87.41°92.59°CHORD DIRECTIONS88° 36' 03"EN1° 23' 57"ES1° 23' 57"WN88° 36' 03"WS88° 36' 03"EN1° 23' 57"ECHORD LENGTH34.55'36.15'36.15'34.55'34.55'36.15'START (N,E)N: 136384.65, E: 198618.32N: 136323.66, E: 198679.09N: 136283.64, E: 198668.15N: 136231.17, E: 198720.43N: 136306.29, E: 198696.40N: 136253.82, E: 198748.68SHEET 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\ROADWAY\CD - LUPINE DRIVE P&P.DWG LAYOUT: LAYOUT29 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:42:56P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPUBLIC ROADWAY PLAN & PROFILE - COLLAMER DRIVER-5159OF196 10-19-2022TEHMSMEDL02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONMATCHLINE - SEE SHEET R-4MATCHLINE - SEE SHEET R-4 MATCH - STATON 4+00MATCH - STATON 4+00
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DSEVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS
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DSDSEVCHARGINGONLYΔΔBERGEN PARKWAY PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968BERGAN PARKWAY N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968BERGAN PARKWAY S FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968N BERGAN PKWY & STEELY DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968S BERGAN PKWY & STEELY DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4956496049644968497249564960496449684972CURVE TABLECURVE #C2C3C4C5LENGTH39.27'39.27'35.04'36.03'RADIUS25.00'25.00'25.00'25.00'DELTA89.99°90.01°80.31°82.56°CHORD DIRECTIONS43° 15' 34"ES46° 44' 26"WN12° 23' 53"EN69° 02' 25"WCHORD LENGTH35.35'35.36'32.24'32.99'START (N,E)N: 135740.93, E: 197595.57N: 135738.68, E: 197669.54N: 135883.86, E: 198066.55N: 135913.01, E: 198121.90SHEET 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\ROADWAY\CD - BERGEN PARKWAY P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:44:10P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPUBLIC ROADWAY PLAN & PROFILE - BERGEN PARKWAYR-6160OF196 10-19-2022TEHMSMEDL02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDS DSDSDSDSDSDS
DS
DSDS DSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSCOMRIE CIRCLE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE CIRCLE N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE CIRCLE S FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COLLAMER DRIVE & COMRIE CIRCLE NE CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COLLAMER DRIVE & COMRIE CIRCLE NW CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968CURVE TABLECURVE #C1C2C3C4C5C6LENGTH42.57'22.99'38.90'39.64'39.27'39.27'RADIUS25.00'16.29'25.00'25.00'25.00'25.00'DELTA97.57°80.86°89.16°90.84°90.00°90.00°CHORD DIRECTIONS47° 02' 37"ES26° 45' 32"WN46° 19' 14"ES43° 40' 46"EN45° 54' 03"EN44° 05' 57"WCHORD LENGTH37.61'21.13'35.10'35.61'35.36'35.36'START (N,E)N: 136530.74, E: 198209.39N: 136497.26, E: 198172.30N: 136557.31, E: 198210.20N: 136631.29, E: 198212.45N: 136715.24, E: 198288.03N: 136714.08, E: 198362.02SHEET 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\ROADWAY\CD - COMRIE DRIVE P&P.DWG LAYOUT: LAYOUT18 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:45:31P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVER-7161OF196 10-19-2022TEHMSMEDL02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCH LINE - SEE SHEET R-8PRELIMINARYNOT FORCONSTRUCTIONMATCH - STATION 4+00
MATCH LINE - SEE SHEET R-8
MATCH - STATION 4+00
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSRAMPRAMPRAMPRAMPCOMRIE CIRCLE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968COMRIE CIRCLE N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE CIRCLE S FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968CURVE TABLECURVE #C6C7C8LENGTH39.27'23.56'23.50'RADIUS25.00'15.00'15.00'DELTA90.00°90.00°89.74°CHORD DIRECTIONN44° 05' 57"WN45° 54' 03"EN43° 58' 17"WCHORD LENGTH35.36'21.21'21.17'START (N,E)N: 136714.08, E: 198362.02N: 136709.44, E: 198657.19N: 136708.53, E: 198711.11SHEET 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\ROADWAY\CD - COMRIE DRIVE P&P.DWG LAYOUT: LAYOUT28 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:46:30P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVER-8162OF196 10-19-2022TEHMSMEDL02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCH LINE - SEE SHEET R-9PRELIMINARYNOT FORCONSTRUCTIONMATCH LINE - SEE SHEET R-9
MATCH LINE - SEE SHEET R-7 MATCH LINE - SEE SHEET R-7MATCH - STATION 4+00 MATCH - STATION 4+00
MATCH - STATION 10+50MATCH - STATION 10+50
DS DSDSDSDS
DSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSCOMRIE CIRCLE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE CIRCLE N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE CIRCLE S FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968COLLAMER DRIVE & COMRIE CIRCLE SE CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COLLAMER DRIVE & COMRIE CIRCLE SW CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49574960496449684957496049644968CURVE TABLECURVE #C9C10C11C12C13C14LENGTH33.07'59.19'21.01'23.56'38.14'40.40'RADIUS25.00'25.00'15.00'15.00'25.00'25.00'DELTA75.78°135.64°80.26°90.00°87.41°92.59°CHORD DIRECTIONS85° 35' 08"WN20° 07' 35"WS2° 10' 21"ES87° 18' 17"EN88° 36' 03"WS1° 23' 57"WCHORD LENGTH30.71'46.30'19.34'21.21'34.55'36.15'START (N,E)N: 136587.08, E: 198876.22N: 136528.15, E: 198811.47N: 136571.94, E: 198911.62N: 136536.58, E: 198874.22N: 136383.80, E: 198652.86N: 136359.80, E: 198679.97SHEET 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\ROADWAY\CD - COMRIE DRIVE P&P.DWG LAYOUT: LAYOUT38 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:47:26P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVER-9163OF196 10-19-2022TEHMSMEDL02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCH LINE - SEE SHEET R-8MATCH LINE - SEE SHEET R-8
PRELIMINARYNOT FORCONSTRUCTIONMATCH - STATION 10+50MATCH - STATION 10+50
RAMPCOUTTS DRIVE 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\ROADWAY\CD - SMILEY DRIVE - OGDEN LANE P&P.DWG LAYOUT: LAYOUT29 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:48:04P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVER-10164OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
BRATCHER LANE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4955496049654970497549554960496549704975SHEET 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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 3:48:30P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - BRATCHER LANER-11165OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
CHARGING EVCHARGINGONLYΔGRAHAM DRIVE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4950495549604965497049504955496049654970SHEET 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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT4NO XREFsPLOTTED: TUE 06/13/23 3:48:37P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVER-12166OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
SSTHTHTHPRIVATE ALLEY A PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49554960496549704955496049654970SHEET 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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT4NO XREFsPLOTTED: TUE 06/13/23 3:49:05P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY AR-13167OF196 10-19-2022TEHTEHTEH02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
ΔPRIVATE ALLEY B PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'495049554960496549704975495049554960496549704975SHEET 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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT2NO XREFsPLOTTED: TUE 06/13/23 3:49:32P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY BR-14168OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
RAMPRAMPPRIVATE ALLEY C 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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 3:49:56P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY CR-15169OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
PRIVATE ALLEY D 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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT2NO XREFsPLOTTED: TUE 06/13/23 3:50:06P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY DR-16170OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
PRIVATE ALLEY E 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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT3NO XREFsPLOTTED: TUE 06/13/23 3:50:11P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY ER-17171OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
PRIVATE ALLEY F PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'4950495549604965497049504955496049654970SHEET 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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT1 (2)NO XREFsPLOTTED: TUE 06/13/23 3:50:16P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY FR-18172OF196 10-19-2022TEHTEHTEH PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
RAMPRAMPRAMPRAMPΔΔΔPRIVATE ALLEY H 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\ROADWAY\CD - SMILEY DRIVE - OGDEN LANE P&P.DWG LAYOUT: LAYOUT19 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:50:47P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY HR-19173OF196 10-19-2022TEHTEHTEH02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
RAMPRAMPΔPRIVATE ALLEY G 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\ROADWAY\CD - SMILEY DRIVE - OGDEN LANE P&P.DWG LAYOUT: LAYOUT49 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:50:55P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPRIVATE ALLEY PLAN & PROFILE - ALLEY GR-20174OF196 10-19-2022TEHTEHTEH02-06-2023PER 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'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDSDSDSDSW STEELY DR & COLLAMER DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'49594960496149624963496449654959496049614962496349644965E STEELY & COLLAMER CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'495949604961496249634964495949604961496249634964COLLAMER DRIVE & COMRIE CIRCLE NW CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'COLLAMER DRIVE & COMRIE CIRCLE NE CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'4958495949604961496249634964496549584959496049614962496349644965SHEET 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\ROADWAY\CD - INTERSECTION DESIGN PLAN.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 3:51:12P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODINTERSECTION DESIGN PLANR-21175OF19610-19-2022BMWRCPBMW02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDSN BERGAN PKWY & STEELY DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'49584959496049614962496349644965496649674958495949604961496249634964496549664967S BERGAN PKWY & STEELY DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'49584959496049614962496349644965496649674958495949604961496249634964496549664967SHEET 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\ROADWAY\CD - INTERSECTION DESIGN PLAN.DWG LAYOUT: LAYOUT2NO XREFsPLOTTED: TUE 06/13/23 3:51:22P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODINTERSECTION DESIGN PLANR-22176OF19610-19-2022BMWRCPBMW02-06-2023PER 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" =10102010'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
SSTHTHDSDSN BERGAN & REDWOOD CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'4959496049614962496349594960496149624963S BERGAN & REDWOOD CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'495949604961496249634964495949604961496249634964KEY 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\ROADWAY\CD - INTERSECTION DESIGN PLAN.DWG LAYOUT: LAYOUT3NO XREFsPLOTTED: TUE 06/13/23 3:51:27P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODINTERSECTION DESIGN PLANR-23177OF19610-19-2022BMWRCPBMW02-06-2023PER 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" =10102010'PRELIMINARYNOT FORCONSTRUCTION
DSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDS
DS
DS
DS
DS
DS
DS DS
DS
DS DSDSDSDS
DSDSDSDSDSDSDSDSRAMPSHEET 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\ROADWAY\CD - LUPINE DRIVE CROSS-SECTIONS.DWG LAYOUT: LAYOUT19 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:51:41P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODCOLLAMER DRIVE CROSS SECTIONSR-24178OF196 10-19-2022BMWRCPBMW02-06-2023PER 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" =30306030'COLLAMER DRIVE CROSS-SECTIONS PLANSCALE: 1" = 30'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DS
DS
DS
DS
DS
DS
DS
EV
CHAR
GI
N
G
DSDSDS
DSDSDSDSDS
DSDSDSDS
DS DSDSDSDS
DS
DS
D
S
D
S
DS DS DS DSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSEV
CHAR
GI
N
G
ONLY
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\ROADWAY\CD - STEELY DRIVE CROSS-SECTIONS.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 3:51:54P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODSTEELEY DRIVE CROSS SECTIONSR-25179OF196 ####BMWRCPBMW########################################################NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =30306030'STEELY DRIVE CROSS-SECTIONS PLANSCALE: 1" = 30'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
SSTHTHDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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\ROADWAY\CD - BERGEN PKWY CROSS-SECTIONS.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 3:52:09P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODBERGEN PARKWAY CROSS SECTIONSR-26180OF196 ####BMWRCPBMW########################################################NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =30306030'BERGEN PARKWAY CROSS-SECTIONS PLANSCALE: 1" = 30'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSΔΔREGIONAL TRAIL PROFILEHORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2'49554960496549704955496049654970SHEET 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\ROADWAY\CD - TRAIL P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:53:02P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODREGIONAL TRAIL P&PR-27181OF196 10-19-2022MJSRCPMJS PER 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" =20204020'PRELIMINARYNOT FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-28
MATCHLINE - SEE SHEET R-28
EVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSEVCHARGINGONLYΔΔREGIONAL TRAIL PROFILEHORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2'49504955496049654950495549604965SHEET 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\ROADWAY\CD - TRAIL P&P.DWG LAYOUT: LAYOUT1 (2)10 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:53:40P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODREGIONAL TRAIL P&PR-28182OF196 10-19-2022MJSRCPMJS PER 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" =20204020'PRELIMINARYNOT FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-27MATCHLINE - SEE SHEET R-27
MATCHLINE - SEE SHEET R-29
MATCHLINE - SEE SHEET R-29
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPΔREGIONAL TRAIL PROFILEHORIZONTAL SCALE: 1" = 20'49504955496049654950495549604965SHEET 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\ROADWAY\CD - TRAIL P&P.DWG LAYOUT: LAYOUT1 (3)10 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:54:02P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODREGIONAL TRAIL P&PR-29183OF196 10-19-2022MJSRCPMJS PER 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" =20204020'PRELIMINARYNOT FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-28
MATCHLINE - SEE SHEET R-30
MATCHLINE - SEE SHEET R-30
MATCHLINE - SEE SHEET R-28
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSΔΔΔΔΔREGIONAL TRAIL PROFILEHORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2'49504955496049654950495549604965SHEET 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\ROADWAY\CD - TRAIL P&P.DWG LAYOUT: LAYOUT1 (4)10 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, keymap, p-base, p-legalPLOTTED: TUE 06/13/23 3:54:26P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODREGIONAL TRAIL P&PR-30184OF196 10-19-2022MJSRCPMJS PER 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" =20204020'PRELIMINARYNOT FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-29 MATCHLINE - SEE SHEET R-29
DSDSDSDSDSDSDSEVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDSDSDSDSDSDSDSEVCHARGINGONLY
PRELIMINARYNOT FORCONSTRUCTIONKEY 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\ROADWAY\CD - TRAIL SECTIONS.DWG LAYOUT: LAYOUT111 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, keymap, offsite[U], p-base, p-legalPLOTTED: TUE 06/13/23 3:56:05P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODREGIONAL TRAIL SECTIONSR-31185OF196 10-19-2022MJSRCPMJS PER 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'REGIONAL TRAIL SECTIONSSCALE: 1" = 40'MATCHLINE - SEE SHEET R-32
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPPRELIMINARYNOT FORCONSTRUCTIONKEY 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\ROADWAY\CD - TRAIL SECTIONS.DWG LAYOUT: LAYOUT1 (2)11 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, keymap, offsite[U], p-base, p-legalPLOTTED: TUE 06/13/23 3:57:08P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODREGIONAL TRAIL SECTIONSR-32186OF196 10-19-2022MJSRCPMJS PER 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'REGIONAL TRAIL SECTIONSSCALE: 1" = 40'MATCHLINE - SEE SHEET R-31
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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LSHEET 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\ROADWAY\CD - PAVING PLAN.DWG LAYOUT: LAYOUT112 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:58:47P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPAVING PLANR-33187OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 - SEE SHEET R-34MATCHLINE - SEE SHEETR-35KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS DSDSDSDS
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DSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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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\ROADWAY\CD - PAVING PLAN.DWG LAYOUT: LAYOUT212 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 3:59:43P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPAVING PLANR-34188OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 - SEE SHEETR-33MATCHLINE - SEE SHEET R-35PRELIMINARYNOT FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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LLSHEET 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\ROADWAY\CD - PAVING PLAN.DWG LAYOUT: LAYOUT312 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 4:00:44P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPAVING PLANR-35189OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 - SEE SHEET R-36
MATCHLINE - SEE SHEET R-33KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSLLSHEET 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\ROADWAY\CD - PAVING PLAN.DWG LAYOUT: LAYOUT412 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 4:01:45P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPAVING PLANR-36190OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-35MATCHLINE - SEE SHEET R-37
STNNSHEET 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\ROADWAY\CD - PAVING PLAN.DWG LAYOUT: LAYOUT512 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 06/13/23 4:03:00P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODPAVING PLAN - TRACT AR-37191OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-36
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-38192OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 - SEE SHEET R-39MATCHLINE - SEE SHEET R-40KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONXFMR
DSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS DSDSDSDS
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DSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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DSDSDSDSDSRAMPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR1-1STOP(30")R1-1STOP(30")R7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPD3-1COMRIE CIRD3-1COUTTS DRD3-1COMRIE CIRD3-1COUTTS CIRSHEET 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\ROADWAY\CD - SIGNAGE & STRIPING PLAN.DWG LAYOUT: LAYOUT211 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-util, keymap, p-base, p-legal, p-util[U]PLOTTED: TUE 06/13/23 4:03:21P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-39193OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 - SEE SHEETR-38MATCHLINE - SEE SHEET R-40PRELIMINARYNOT FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTXFMR
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DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-40194OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 - SEE SHEET R-41
MATCHLINE - SEE SHEET R-38KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONXFMR
SSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR1-1STOP(30")R1-1STOP(30")D3-1BERGEN PKWYD3-1BERGEN PKWYD3-1REDWOOD STD3-1GRAHAM DRSHEET 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\ROADWAY\CD - SIGNAGE & STRIPING PLAN.DWG LAYOUT: LAYOUT411 XREFs: cd-dhic logo, cd-stamp, e-base, e-base-byot, e-legal, e-legal-byot, e-util, keymap, p-base, p-legal, p-util[U]PLOTTED: TUE 06/13/23 4:03:31P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-41195OF196 10-19-2022TLWRCPTLW02-06-2023PER 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 FORCONSTRUCTIONKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-40
XFMR
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\ROADWAY\CD - ROADWAY DETAILS.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 06/13/23 4:03:38P BY: BRAD WEAVERLING
201013ENCLAVE AT REDWOODROADWAY DETAILSR-42196OF196 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER 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.PRELIMINARYNOT FORCONSTRUCTION