HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (3)Filepath: K:\201013\ENGINEERING\CD\CD - COVER.DWG Layout: LAYOUT13 XREFs: cd-dhic logo, cd-stamp, vic mapPlotted: TUE 02/07/23 11:44:22P By: Rachel PattonNO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.Know what's below.
Call before you dig.
®
ISSUE DATE:
DATE REVISION COMMENTS
PROJECT #:20101310-19-2022
02-06-2023 PER CITY OF FORT COLLINS COMMENTS
UTILITY PLANS FOR
ENCLAVE AT REDWOOD
SITUATED IN THE SOUTHEAST QUARTER OF
SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST
OF THE SIXTH PRINCIPAL MERIDIAN
CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
FEBRUARY 2023
SCALE: 1" =
VICINITY MAP
900'
XFMR
ABBREVIATIONS
BOP BOTTOM OF PIPE
BS BOTTOM OF STEP
BW BOTTOM OF WALL (FG)
CONC CONCRETE
DIA DIAMETER
DIP DUCTILE IRON PIPE
DR DOOR
DS DOWNSPOUT
E EAST, EASTING
EGL ENERGY GRADE LINE
EL ELEVATION
ELEC ELECTRIC
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
EOP EDGE OF PAVEMENT
ESMT EASEMENT
EX EXISTING
FES FLARED END SECTION
FF FINISHED FLOOR
FG FINISHED GRADE
FH FIRE HYDRANT
FLOW LINE
GB GRADE BREAK
GV GATE VALVE
HC HANDICAP
HGL HYDRAULIC GRADE LINE
HORZ HORIZONTAL
HP HIGH POINT
INV INVERT
LP LOW POINT
LSD LANDSCAPE DRAIN
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
MJ MECHANICAL JOINT
N NORTH, NORTHING
NHBZ NATURAL HABITAT BUFFER ZONE
PHS PHASE
PR PROPOSED
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
ROW RIGHT-OF-WAY
SAN SANITARY
SS SANITARY SEWER
STA STATION
STM STORM
TB THRUST BLOCK
TBC TOP/BACK OF CURB
TOP TOP OF PIPE
TS TOP OF STEP
TW TOP OF WALL (FG)
TYP TYPICAL
UG UNDERGROUND
VERT VERTICAL
WAT WATER
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com PRELIMINARYNOT FORCONSTRUCTIONSheet List Table
Sheet Number Sheet Title
CIVIL CONSTRUCTION
C-1 COVER
C-2 NOTES
C-3 NOTES
C-4 EXISTING CONDITIONS PLAN
C-5 OVERALL UTILITY PLAN
C-6 DETAILED UTILITY PLAN
C-7 DETAILED UTILITY PLAN
C-8 DETAILED UTILITY PLAN
C-9 DETAILED UTILITY PLAN
C-10 DETAILED UTILITY PLAN
C-11 OFF SITE UTILITY PLAN
C-12 OFF SITE SANITARY REPLACEMENT PLAN
C-13 OFF SITE SANITARY REPLACEMENT PLAN
C-14 OFF SITE SANITARY REPLACEMENT PLAN
C-15 OVERALL GRADING PLAN - KEYMAP
C-16 DETAILED GRADING PLAN
C-17 DETAILED GRADING PLAN
C-18 DETAILED GRADING PLAN
C-19 DETAILED GRADING PLAN
C-20 DETAILED GRADING PLAN
C-21 DETAILED GRADING PLAN
C-22 DETAILED GRADING PLAN
C-23 DETAILED GRADING PLAN
C-24 DETAILED GRADING PLAN
C-25 DETAILED GRADING PLAN
C-26 DETAILED GRADING PLAN
C-27 DETAILED GRADING PLAN
C-28 DETAILED GRADING PLAN
C-29 DETAILED GRADING PLAN
C-30 DETAILED GRADING PLAN
C-31 DETAILED GRADING PLAN
C-32 DETAILED GRADING PLAN
C-33 DETAILED GRADING PLAN
C-34 DETAILED GRADING PLAN
C-35 DETAILED GRADING PLAN
C-36 DETAILED GRADING PLAN
C-37 DETAILED GRADING PLAN
C-38 DETAILED GRADING PLAN
C-39 DETAILED GRADING PLAN
C-40 DETAILED GRADING PLAN
C-41 DETAILED GRADING PLAN
C-42 DETAILED GRADING PLAN
C-43 DETAILED GRADING PLAN
C-44 DETAILED GRADING PLAN
C-45 DETAILED GRADING PLAN
C-46 DETAILED GRADING PLAN
C-47 DETAILED GRADING PLAN
C-48 DETAILED GRADING PLAN
C-49 DETAILED GRADING PLAN
C-50 DETAILED GRADING PLAN
C-51 DETAILED GRADING PLAN
C-52 DETAILED GRADING PLAN
C-53 DETAILED GRADING PLAN
C-54 DETAILED GRADING PLAN
C-55 DETAILED GRADING PLAN
C-56 DETAILED GRADING PLAN
C-57 GENERAL DETAILS
WATER PLANS
WT-1 WATER LINE A PLAN & PROFILE
WT-2 WATER LINE A PLAN & PROFILE
WT-3 WATER LINE A PLAN & PROFILE
WT-4 WATER LINE A PLAN & PROFILE
WT-5 WATER LINE A PLAN & PROFILE
WT-6 WATER LINE A PLAN & PROFILE
WT-7 WATER LINE B PLAN & PROFILE
WT-8 WATER LINE C PLAN & PROFILE
WT-9 WATER LINE C PLAN & PROFILE
WT-10 WATER LINE D PLAN & PROFILE
WT-11 WATER LINE E PLAN & PROFILE
WT-12 WATER SERVICE PLAN - BLDG 1-6
WT-13 WATER SERVICE PLAN - BLDG 7-12
WT-14 WATER SERVICE PLAN - BLDG 13-17
WT-15 WATER SERVICE PLAN - BLDG 18-22
WT-16 WATER SERVICE PLAN - BLDG 23-27
WT-17 WATER SERVICE PLAN - BLDG 28-32
WT-18 WATER SERVICE PLAN - BLDG 33-37
WT-19 WATER SERVICE PLAN - BLDG 38-40, CLUBHOUSE, &
MAINTENANCE
WT-20 WATER DETAILS
WT-21 WATER DETAILS
WT-22 WATER DETAILS
WT-23 WATER DETAILS
SANITARY SEWER PLANS
SS-1 SANITARY SEWER PLAN & PROFILE - LINE A
SS-2 SANITARY SEWER PLAN & PROFILE - LINE A
SS-3 SANITARY SEWER PLAN & PROFILE - LINE A
SS-4 SANITARY SEWER PLAN & PROFILE - LINE A
SS-5 SANITARY SEWER PLAN & PROFILE - LINE A
SS-6 SANITARY SEWER PLAN & PROFILE - LINE B
SS-7 SANITARY SEWER PLAN & PROFILE - LINE C
SS-8 SANITARY SEWER PLAN & PROFILE - LINE D
SS-9 SANITARY SEWER PLAN & PROFILE - LINE D
SS-10 SANITARY SEWER PLAN & PROFILE - LINE E
SS-11 SANITARY DETAILS
SS-12 SANITARY DETAILS
STORM SEWER PLANS
ST-1 STORM SEWER PLAN & PROFILE - NECCO A2
ST-2 STORM SEWER PLAN & PROFILE - NECCO A2
ST-3 STORM SEWER PLAN & PROFILE - LINE NC
ST-4 STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS
ST-5 STORM SEWER PLAN & PROFILE - NECCO A3
ST-6 STORM SEWER PLAN & PROFILE - NECCO A3 LATERALS
ST-7 STORM SEWER PLAN & PROFILE - LINE A
ST-8 STORM SEWER PLAN & PROFILE - LINE A LATERALS
ST-9 STORM SEWER PLAN & PROFILE - LINE B
ST-10 STORM SEWER PLAN & PROFILE - LINE B LATERALS
ST-11 STORM SEWER PLAN & PROFILE - LINE C
ST-12 STORM SEWER PLAN & PROFILE - LINE C LATERALS
ST-13 STORM SEWER PLAN & PROFILE - LINE C LATERALS
ST-14 STORM SEWER PLAN & PROFILE - LINE D
ST-15 STORM SEWER PLAN & PROFILE - LINE D LATERALS
ST-16 STORM SEWER PLAN & PROFILE - LINE E
ST-17 STORM SEWER PLAN & PROFILE - CULVERT 1
ST-18 STORM SEWER PLAN & PROFILE - CULVERT 2
ST-19 STORM SEWER PLAN & PROFILE - CULVERT 3
ST-20 STORM SEWER PLAN & PROFILE - CULVERT DETAILS 1
ST-21 STORM SEWER PLAN & PROFILE - CULVERT DETAILS 2
ST-22 STORM SEWER PLAN & PROFILE - CULVERT DETAILS 3
ST-23 LANDSCAPE DRAIN PLAN
ST-24 LANDSCAPE DRAIN PLAN
ST-25 LANDSCAPE DRAIN PLAN
ST-26 LANDSCAPE DRAIN PLAN
ST-27 LANDSCAPE DRAIN PIPE TABLES
ST-28 LANDSCAPE DRAIN PIPE TABLES
ST-29 LANDSCAPE DRAIN TABLES
ST-30 LANDSCAPE DRAIN TABLES
ST-31 LANDSCAPE DRAIN TABLES
ST-32 FINAL DRAINAGE PLAN
ST-33 DETAILED FINAL DRAINAGE PLAN
ST-34 DETAILED FINAL DRAINAGE PLAN
ST-35 DETAILED FINAL DRAINAGE PLAN
ST-36 DETAILED FINAL DRAINAGE PLAN
ST-37 DETENTION POND PROFILE - SOUTH
ST-38 DETENTION POND PLAN - SOUTH
ST-39 DETENTION POND PLAN - REDWOOD
ST-40 DETENTION POND DETAILS - REDWOOD
ST-41 DETENTION POND PROFILE - PARK
ST-42 DETENTION POND DETAILS - PARK
ST-43 UD2 PLAN
ST-44 UD2 ADS DETAILS
ST-45 RAIN GARDEN DETAILS
ST-46 LID1 PLAN
ST-47 LID1 ADS DETAILS
ST-48 LID3 PLAN
ST-49 LID3 ADS DETAILS
ST-50 STORM DETAILS
ST-51 STORM DETAILS
ST-52 STORM DETAILS
ST-53 STORM DETAILS
ST-54 STORM DETAILS
ROADWAY PLANS
R-1 ROADWAY KEYMAP
R-2 PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE
R-3 PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE
R-4 PUBLIC ROADWAY PLAN & PROFILE - LUPINE DRIVE
R-5 PUBLIC ROADWAY PLAN & PROFILE - LUPINE DRIVE
R-6 PUBLIC ROADWAY PLAN & PROFILE - BERGEN
PARKWAY
R-7 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE
R-8 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE
R-9 PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE
R-10 PRIVATE ALLEY PLAN & PROFILE - SMILEY DRIVE
R-11 PRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVE
R-12 PRIVATE ALLEY PLAN & PROFILE - PATTON COURT
R-13 PRIVATE ALLEY PLAN & PROFILE - OGDEN LANE
R-14 PRIVATE ALLEY PLAN & PROFILE - BRATCHER LANE
R-15 PRIVATE ALLEY PLAN & PROFILE - KRICK DRIVE
R-16 PRIVATE ALLEY PLAN & PROFILE - MEYER COURT
R-17 PRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVE
R-18 PRIVATE ALLEY PLAN & PROFILE - ALLEY G
R-19 PRIVATE ALLEY PLAN & PROFILE - ALLEY H
R-20 PRIVATE ALLEY PLAN & PROFILE - ALLEY J
R-21 PRIVATE ALLEY PLAN & PROFILE - CARTER LANE
R-22 INTERSECTION DESIGN PLAN
R-23 INTERSECTION DESIGN PLAN
R-24 INTERSECTION DESIGN PLAN
R-25 LUPINE DRIVE CROSS SECTIONS
R-26 STEELEY DRIVE CROSS SECTIONS
R-27 BERGEN PARKWAY CROSS SECTIONS
R-28 LUPINE DRIVE ALTERNATIVE ACCESS PLAN
R-29 PAVING PLAN
R-30 PAVING PLAN
R-31 PAVING PLAN
R-32 PAVING PLAN
R-33 SIGNAGE & STRIPING PLAN
R-34 SIGNAGE & STRIPING PLAN
R-35 SIGNAGE & STRIPING PLAN
R-36 SIGNAGE & STRIPING PLAN
R-37 ROADWAY DETAILS
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\CD\CD - COVER.DWG LAYOUT: LAYOUT23 XREFs: cd-dhic logo, cd-stamp, vic mapPLOTTED: TUE 02/07/23 9:31:32P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
NOTES C-2
2 OF 184
10-19-2022
02-06-2023 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 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\CD\CD - COVER.DWG LAYOUT: LAYOUT33 XREFs: cd-dhic logo, cd-stamp, vic mapPLOTTED: TUE 02/07/23 9:31:34P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
NOTES C-3
3 OF 184
10-19-2022
02-06-2023 PER CITY OF FORT COLLINS COMMENTS
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORCONSTRUCTION’
“”
’
’
’
“”
ST
E
SS
EE
TT
T
LEGEND: EXISTING
ST
SS
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\CD\CD - EXISTING CONDITIONS.DWG LAYOUT: LAYOUT14 XREFs: e-base, e-legal, e-offsite, e-utilPLOTTED: TUE 02/07/23 9:31:56P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
EXISTING CONDITIONS PLAN C-4
4 OF 184
10-19-2022
TEH
MSM
MB
02-06-2023 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
ST
E
SS
EE
TT
T
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
DS
DSDSDSDSDSDSDSEVCHAR
GI
N
G
DSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDS DSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS DSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS DS DS DS DS
DS
DS
DSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDS
DS
DS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DSDSDSDSDS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS
DS
DS
DS DS DS
DS
DS
DS
DS
DS
DSDS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DSDS
DS DSDSDSDSDSDS
DS DSDSDSDSDSDSDS
DS
DSDSDSDS
DS
DS
DS DS
DS
DS DS
DSDSDSDS
D
SDS DSDSDSDSDS
DSD
S
DSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS DSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS DSRAMPRAMPRAMPRAMPRAMPEVCHAR
GI
N
G
ONLYSHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
Know what's below.Call before you dig.
®FILEPATH: K:\201013\ENGINEERING\UTILITIES\CD - OVERALL UTILITY PLAN.DWG LAYOUT: LAYOUT18 XREFs: cd-dhic logo, cd-stamp, e-legal, e-offsite, e-util, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 9:32:41P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OVERALL UTILITY PLAN C-5
5 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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
DS
DS
DSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
SDS
DSDSD
SDSD
S DS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSD
S
DSD
S
D
SDS DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDS
DS
DSDS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS DS
DSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSRAMPRAMPRAMPRAMPAASHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
Know what's below.Call before you dig.
®FILEPATH: K:\201013\ENGINEERING\UTILITIES\CD - DETAILED UTILITY PLAN.DWG LAYOUT: LAYOUT115 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, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:33:35P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
DETAILED UTILITY PLAN C-6
6 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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 C-7XFMR
MATCHLINE - SEE SHEET C-8
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DS
DS
DS DS
DS
DS
DS
DSDS
DS
DS
DS DS DS DSDSDSDSDSDSDSDSDSDS
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 DSRAMPA
A
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\CD - DETAILED UTILITY PLAN.DWG LAYOUT: LAYOUT215 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, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:33:47P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
DETAILED UTILITY PLAN C-7
7 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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 C-6XFMR
MATCHLINE - SEE SHEET C-8
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET C-11PRELIMINARYNOT FORCONSTRUCTION
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
EV
CHA
R
GI
N
G
ONLY
A
A
0
SCALE: 1" =
40 40 80
40'MATCHLINE - SEE SHEET C-9XFMR
MATCHLINE - SEE SHEET C-6
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\CD - DETAILED UTILITY PLAN.DWG LAYOUT: LAYOUT315 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, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:33:59P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
DETAILED UTILITY PLAN C-8
8 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 PER CITY OF FORT COLLINS COMMENTS
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORCONSTRUCTION
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\CD - DETAILED UTILITY PLAN.DWG LAYOUT: LAYOUT415 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, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:34:14P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
DETAILED UTILITY PLAN C-9
9 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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 C-8XFMR
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONMATCHLINE - SEE SHEET C-10
ST
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\CD - DETAILED UTILITY PLAN.DWG LAYOUT: LAYOUT4-115 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, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:34:21P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
DETAILED UTILITY PLAN C-10
10 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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 C-8XFMR
KEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTIONMATCHLINE - SEE SHEET C-9
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\CD - DETAILED UTILITY PLAN.DWG LAYOUT: LAYOUT515 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, keymap - offsite, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:34:29P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE UTILITY PLAN C-11
11 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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'
XFMR
MATCHLINE - SEE SHEET C-7
PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
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\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 02/07/23 9:35:10P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE SANITARY REPLACEMENT PLAN C-12
12 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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'
M
A
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
-
1
3
PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
XFMR
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\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 02/07/23 9:35:17P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE SANITARY REPLACEMENT PLAN C-13
13 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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
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\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 02/07/23 9:35:25P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
OFF SITE SANITARY REPLACEMENT PLAN C-14
14 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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'
XFMRMATCHLINE - SEE SHEET C-13PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
MATCHLINE - SEE THIS SHEETMATCHLINE - SEE THIS SHEET
STDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
EVC
H
A
RG
IN
GDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSD
S
DSDSDSDSDS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS DS
DS DS
DS
DS
DS DS DS DS
DS
DS
DSDSDSDSDSDS
DS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSD
S
DSD
SDSDSDSDSDS
DS
DSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDSDS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSRAMPRAMPRAMPRAMPRAMPEVC
H
A
R
G
I
N
GON
L
Y
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 02/07/23 9:36:06P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODOVERALL GRADING PLAN - KEYMAPC-1515OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
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-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:36:19P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1616OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-17
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE THIS SHEETMATCHLINE - SEE THIS SHEET
DSDSDSDSD
S
D
S
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-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:36:27P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1717OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-16
MATCHLINE - SEE SHEET C-23PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDS
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-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:36:34P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1818OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-17
MATCHLINE - SEE SHEET C-24PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSD
S
DSDSDSDSDS
DSDSDSDSDS
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-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:36:41P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-1919OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-25PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDS DSDS DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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 512 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, fg, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:36:49P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2020OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-26PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDS DSDSDSDS
D
S
D
S
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\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-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:36:55P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2121OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-20
MATCHLINE - SEE SHEET C-27PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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\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-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 9:37:01P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2222OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-28PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSD
S
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 02/07/23 9:45:00P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2323OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-24 MATCHLINE - SEE SHEET C-17MATCHLINE - SEE SHEET C-29PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDS
DSDSRAMPSHEET 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 02/07/23 9:45:07P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2424OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-23
MATCHLINE - SEE SHEET C-18MATCHLINE - SEE SHEET C-30PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSD
S
D
S
DSDSDSDSDSDSD
S
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 02/07/23 9:45:14P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2525OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-24
MATCHLINE - SEE SHEET C-31MATCHLINE - SEE SHEET C-19PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDS
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\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 02/07/23 9:45:21P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2626OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
MATCHLINE - SEE SHEET C-25
MATCHLINE - SEE SHEET C-20MATCHLINE - SEE SHEET C-32PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
DSDS DSDS DSDS DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DSDSDS
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 02/07/23 9:45:28P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2727OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-21PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
MATCHLINE - SEE SHEET C-28
MATCHLINE - SEE SHEET C-26
MATCHLINE - SEE SHEET C-33
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\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 02/07/23 9:45:34P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2828OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-22MATCHLINE - SEE SHEET C-27
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DS
DS
DSDSDS
DS
DS
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 02/07/23 9:50:46P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-2929OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-30MATCHLINE - SEE SHEET C-34PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 9:50:53P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3030OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-29
MATCHLINE - SEE SHEET C-35MATCHLINE - SEE SHEET C-31
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DS
DS
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\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 02/07/23 9:51:00P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3131OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDS
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 02/07/23 9:51:05P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3232OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDS DSDS
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 02/07/23 9:51:12P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3333OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDS DS DS
DS
DS
DSDS
DS
DSDSDSDSDSDSDSDSDSDSDSDSAA
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 02/07/23 9:55:35P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3434OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-29MATCHLINE - SEE SHEET C-35MATCHLINE - SEE SHEET C-38PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDS
DSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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 02/07/23 9:55:42P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3535OF184 10-19-2022RCPRCPRCP02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-30MATCHLINE - SEE SHEET C-34
MATCHLINE - SEE SHEET C-39MATCHLINE - SEE SHEET C-36
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDS
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 02/07/23 9:55:49P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3636OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-31MATCHLINE - SEE SHEET C-35
MATCHLINE - SEE SHEET C-40MATCHLINE - SEE SHEET C-37
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSRAMP
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 02/07/23 9:55:55P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3737OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DS
DS DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DS
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 02/07/23 10:00:00P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3838OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-34PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
MATCHLINE - SEE SHEET C-39MATCHLINE - SEE SHEET C-43
DSDS
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 02/07/23 10:00:08P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-3939OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-35MATCHLINE - SEE SHEET C-38
MATCHLINE - SEE SHEET C-44MATCHLINE - SEE SHEET C-40
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDS
DSDSDSDS
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 02/07/23 10:00:14P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4040OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-45
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: LAYOUT18 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:04:08P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4141OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-42
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-46
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 02/07/23 10:04:15P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4242OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-43MATCHLINE - SEE SHEET C-47MATCHLINE - SEE SHEET C-41
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
D
SDSDSDSDSDSDSDSDSDSDS
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 38 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:04:21P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4343OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-38MATCHLINE - SEE SHEET C-42
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSEVCHARGING
DSDSDSDSDSDSDSEVCHARGINGONLY
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 02/07/23 10:04:27P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4444OF184 10-19-2022RCPRCPRCP02-06-2023PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 10:04:32P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4545OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-40MATCHLINE - SEE SHEET C-44
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 10:08:53P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4646OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-47MATCHLINE - SEE SHEET C-50MATCHLINE - SEE SHEET C-41PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSHEET 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 28 XREFs: cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:09:00P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4747OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-48MATCHLINE - SEE SHEET C-51MATCHLINE - SEE SHEET C-42MATCHLINE - SEE SHEET C-46
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DS
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\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 02/07/23 10:09:05P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4848OF184 10-19-2022RCPRCPRCP PER 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
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 10:09:10P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-4949OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-48
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 10:11:12P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5050OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-51
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-53
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 210 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:11:18P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5151OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-47MATCHLINE - SEE SHEET C-52
MATCHLINE - SEE SHEET C-50
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-54
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 310 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:11:23P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5252OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-48MATCHLINE - SEE SHEET C-51
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 10:11:30P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5353OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-54
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-55MATCHLINE - SEE SHEET C-50
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 02/07/23 10:11:35P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5454OF184 10-19-2022RCPRCPRCP02-06-2023PER 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-53
PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-51
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 02/07/23 10:11:42P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5555OF184 10-19-2022RCPRCPRCP02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-56MATCHLINE - SEE SHEET C-53
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 710 XREFs: cd-dhic logo, cd-stamp, cd - grading notes, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:11:47P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED GRADING PLANC-5656OF184 10-19-2022RCPRCPRCP02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N MATCHLINE - SEE SHEET C-55
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 02/07/23 10:11:57P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODGENERAL DETAILSC-5757OF184 10-19-2022TLWRCPTLW02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DSDS
DS
DS
” ˚
”
”
”
”
”
” ˚
” ˚
””
””
””
” ˚
” ˚
” ˚
” ˚
””
””
””
” ˚
” ˚
””
” ˚
””
” ˚
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 02/07/23 3:58:39P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
START - STA: 6+50 WT-1
58 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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
-SEE SHEET WT-2PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 6+50 - SEE SHEET WT-2
DSDSDS
DS
DSDS
DS
DS
DS DS DS DS
DSDSDSDSDSDSDS”
”
””
””
””
””
DS
DS
DSDSDSDSDSDSD
SDSDSDS
DSDSDS” ˚
” ˚
” ˚
”
””
””
””
””
”
” ˚
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 02/07/23 3:58:58P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 6+50 - STA: 11+50 WT-2
59 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-1MATCHLINE STA: 11+50 - SEE SHEET WT-3PRELIMINARYNOT FORCONSTRUCTIONMAT
C
H
L
I
N
E
S
T
A
:
9
+
0
0
-
S
E
E
S
H
E
E
T
T
H
I
S
S
H
E
E
T
MATCHLINE
STA
:
9+00
-
SEE
SHEET
TH
IS
SHEETMATCHLINE STA: 11+50 - SEE SHEET WT-3MATCHLINE STA: 6+50 - SEE SHEET WT-1
DSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DSDSDSDSDSDS”
”
”
”
””
”” ” ˚
” ˚
” ˚
” ˚
””
””
””
””
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 02/07/23 3:59:11P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 11+50 - STA: 16+00 WT-3
60 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-2MATCHLINE STA: 16+00 - SEE SHEET WT-4PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 11+50 - SEE SHEET WT-2MATCHLINE STA: 16+00 - SEE SHEET WT-4
DSDSDSDSDSDSDSDSDSDSDSD
SDSD
S
D
S DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DSDSDS
DSRAMPRAMP RAMPRAMP”
” ˚
” ˚
””
””
” ””
””
””
””
””
””
”
”
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 02/07/23 3:59:25P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 16+00 - STA: 21+50 WT-4
61 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-3
PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 21+50 - SEE SHEET WT-5MATCHLINE STA: 16+00 - SEE SHEET WT-3MATCHLINE STA: 21+50 - SEE SHEET WT-5
DS DS
DS DS
DS
DS
DS
DS DSDS
DSDSDS
DSDSDSDSDSDSDSDSDSDS
DS
”
”
” ˚
” ˚
””
””
”
””
””
””
”
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 02/07/23 3:59:43P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 21+50 - STA: 26+00 WT-5
62 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-4PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 26+00 - SEE SHEET WT-6MATCHLINE STA: 21+50 - SEE SHEET WT-4MATCHLINE STA: 26+00- SEE SHEET WT-6M
A
T
C
H
L
I
N
E
S
T
A
:
2
3
+
9
5
-
S
E
E
T
H
I
S
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 02/07/23 3:59:57P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE A PLAN & PROFILE
STA: 26+00 - END WT-6
63 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-5PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 26+00 - SEE SHEET WT-5
DS” ˚
””
” ”
” ˚
” ˚
””
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 02/07/23 4:00:42P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE B PLAN & PROFILE WT-7
64 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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 02/07/23 4:00:54P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE C PLAN & PROFILE
START - STA: 5+00 WT-8
65 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-9PRELIMINARYNOT FORCONSTRUCTIONMATCHLINE STA: 5+00 - SEE SHEET WT-9
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 02/07/23 4:01:11P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE C PLAN & PROFILE WT-9
66 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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-8MATCHLINE STA: 5+00 - SEE SHEET WT-8
DS
DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDS
DS
DSDSDS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDS”
”
” ” ˚
””
””
””
””
””
””
””
D
S
D
S
DSD
SDSDS ”
”
””
”
””
” ˚
” ˚
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: LAYOUT19 XREFs: cd-dhic logo, cd-stamp, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 4:01:56P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE D PLAN & PROFILE WT-10
67 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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 DSDSDS
DSDSDSDSDS”
”
”
” ˚
” ˚
”
””
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)9 XREFs: cd-dhic logo, cd-stamp, e-base-byot, e-legal-byot, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 4:02:08P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
WATER LINE E PLAN & PROFILE WT-11
68 OF 184
10-19-2022
CLH
RCP
CLH
02-06-2023 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” ” ”” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ” ”” ”” ” ”” 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 02/07/23 4:02:59P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 1-6WT-1269OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” 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 02/07/23 4:03:31P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 7-12WT-1370OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 4:04:22P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 13-17WT-1471OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDS DSDSDSDSDSDSDSDSDS” ”” DSD
S
DSDSD
S DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSDSDSDSDS” ”” ” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDS” ”” 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 02/07/23 4:04:47P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 18-22WT-1572OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 4:05:44P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 23-27WT-1673OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 4:06:13P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 28-32WT-1774OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
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 02/07/23 4:07:07P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 33-37WT-1875OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS” ”” DSDSDSDS DSDS
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 02/07/23 4:07:42P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER SERVICE PLAN - BLDG 38-40, CLUBHOUSE, & MAINTENANCEWT-1976OF184 10-19-2022CLHRCPCLH02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N IRRIGATION SERVICE PLANSCALE: 1" = 20'
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 02/07/23 4:07:52P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2077OF184 10-19-2022TLWRCPTLW02-06-2023PER 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 02/07/23 4:07:57P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2178OF184 10-19-2022TLWRCPTLW02-06-2023PER 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 (3)2 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 02/07/23 4:08:01P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2279OF184 10-19-2022TLWRCPTLW02-06-2023PER 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 (4)2 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 02/07/23 4:08:06P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODWATER DETAILSWT-2380OF184 10-19-2022TLWRCPTLW02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
SANITARY LINE A PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
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\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 02/07/23 4:11:52P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE A
OFFSITE EXTENSION SS-1
81 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 STA: 10+00 - SEE SHEET SS-2MATCHLINE STA: 10+00 - SEE SHEET SS-2KEY MAP
PRELIMINARYNOT FORCONSTRUCTIONGENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
SANITARY LINE A PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
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\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 02/07/23 4:12:07P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE A
OFFSITE EXTENSION SS-2
82 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 STA: 14+50 - SEE SHEET SS-3MATCHLINE STA: 10+00 - SEE SHEET SS-1MATCHLINE STA: 14+50 - SEE SHEET SS-3
MATCHLINE STA: 10+00 - SEE SHEET SS-1KEY MAP
PRELIMINARYNOT FORCONSTRUCTIONGENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
SANITARY LINE A PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSDSDSDSDSDSDSDS
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\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 02/07/23 4:12:24P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE A
OFFSITE EXTENSION SS-3
83 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 STA: 14+50 - SEE SHEET SS-2MATCHLINE STA: 20+50 - SEE SHEET SS-4MATCHLINE STA: 20+50 - SEE SHEET SS-4MATCHLINE STA: 14+50 - SEE SHEET SS-2KEY MAP
PRELIMINARYNOT FORCONSTRUCTIONGENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
SANITARY LINE A PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSDSDSDSDSDSDS
DS
DS
DS
DSDS
DS
DS
DS DS DS DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS
DS DS
DS
DSDSDSDSDSDS
DS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMP
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\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 02/07/23 4:12:41P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE A
STA: 20+50 - 27+50 SS-4
84 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 STA: 20+50 - SEE SHEET SS-3MATCHLINE STA: 27+50 - SEE SHEET SS-5MATCHLINE STA: 20+50 - SE
E
S
H
E
E
T
SS-3
MATCHLINE STA: 27+50 - SEE SHEET SS-5KEY MAP
PRELIMINARYNOT FORCONSTRUCTIONBLDG 7 22+11.87 4954.15 4954.37 4963.61 11.00 2.00%4"6
BLDG 13 23+68.41 4954.89 4955.32 4963.04 21.67 2.00%4"6
BLDG 8 24+03.00 4955.05 4955.28 4963.43 11.50 2.00%4"8
BLDG 9 25+85.23 4955.95 4956.15 4963.58 9.75 2.00%4"6
BLDG 12 25+96.29 4956.00 4956.20 4963.33 10.00 2.00%4"6
BLDG 10 27+19.56 4956.49 4956.80 4962.87 15.38 2.00%4"4
BLDG 11 27+27.13 4956.52 4956.78 4962.35 13.13 2.00%4"4
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
SANITARY LINE A PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSD
SD
S DS DSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DSDS
DSDSDS DS
DS
DS DS DS
DS
DS
DSDSDSDSDSDS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSRAMP
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\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 02/07/23 4:12:55P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE A
STA: 27+50 - END SS-5
85 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 STA: 27+50 - SEE SHEET SS-4MATCHLINE STA: 27+50 - SEE SHEET SS-4KEY MAP
PRELIMINARYNOT FORCONSTRUCTIONBLDG 29 29+59.95 4957.55 4957.82 4964.17 13.32 2.00%4"8
BLDG 30 29+64.95 4957.57 4957.80 4962.96 11.50 2.00%4"8
BLDG 31 31+41.04 4958.27 4958.58 4963.88 15.13 2.00%4"4
BLDG 32 31+50.25 4958.31 4958.62 4963.63 15.38 2.00%4"3
BLDG 33 31+87.26 4958.46 4959.84 4963.81 68.97 2.00%4"4
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
SANITARY LINE B PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSDSDSDSDSDS DSD
S
DSDSDSDSDSDSDSDS
DSDSDSDS
DS
DS DS
DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSD
S
D
S
D
SDSD
S
D
S
DSDSDS
DS
DSDSDS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPRAMPRAMPRAMPSHEET 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\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 02/07/23 4:13:43P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE B SS-6
86 OF 184
10-19-2022
TEH
RJP
TEH
02-06-2023 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 FORCONSTRUCTIONBLDG 6 3+52.53 4954.74 4954.96 4963.68 11.01 2.00%4"8
BLDG 5 5+48.43 4955.63 4955.81 4962.57 8.90 2.00%4"6
BLDG 4 7+55.25 4956.56 4956.74 4962.75 9.45 2.00%4"8
BLDG 3 9+22.87 4957.23 4957.48 4963.34 12.79 2.00%4"4
BLDG 2 11+28.92 4958.15 4958.34 4963.73 9.54 2.00%4"8
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
SANITARY LINE C PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
SDS
DSDSDSD
S
D
S DS DSDSDSDSDSDSDSDSDSD
SDS
DSDSDSDSDSDS DS DS DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS DS DS DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS DS DS
DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DSDS
RAMPRAMPSHEET 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\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 02/07/23 4:14:10P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE C SS-7
87 OF 184
10-19-2022
TEH
RJP
TEH
02-06-2023 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 FORCONSTRUCTIONBLDG 14 2+89.85 4956.67 4956.94 4962.45 13.53 2.00%4"4
BLDG 18 4+01.52 4957.12 4957.31 4963.48 9.77 2.00%4"8
BLDG 15 4+38.91 4957.37 4957.57 4963.34 10.00 2.00%4"6
BLDG 19 5+80.43 4957.94 4958.14 4964.27 10.00 2.00%4"6
BLDG 16 5+89.39 4957.97 4958.23 4963.71 13.13 2.00%4"4
BLDG 20 7+53.97 4958.63 4958.84 4964.35 10.74 2.00%4"8
BLDG 17 7+57.85 4958.65 4958.83 4964.14 9.46 2.00%4"8
BLDG 1 8+42.89 4958.99 4961.13 4963.16 107.41 2.00%4"8
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
DSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDS DSDSDSDSDSDSDSDSDSDSDS
DS
DSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
SANITARY 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\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 02/07/23 4:14:46P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE D
STA: START - 8+00 SS-8
88 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 NORTHFIELDDEVELOPMENTMATCHLINE STA: 8+00 - SEE SHEET SS-9M
A
T
C
H
L
I
N
E
S
T
A
:
8
+
0
0
-
S
E
E
S
H
E
E
T
S
S
-
9
PRELIMINARYNOT FORCONSTRUCTIONBLDG 40 3+42.01 4956.75 4957.27 4961.68 25.57 2.00%4"6
BLDG 38 4+27.00 4957.19 4957.46 4962.63 13.38 2.00%4"4
BLDG 39 4+29.37 4957.20 4957.52 4962.45 15.79 2.00%4"4
BLDG 36 5+68.72 4957.59 4957.79 4964.41 10.00 2.00%4"6
BLDG 37 5+71.91 4957.60 4957.83 4963.22 11.50 2.00%4"6
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
D
S DSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDSDSDSDSDSDS DS DS DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS DS
DS DS
DS
DS
DS DS DS
DS DS DS
DSDSDSDSDSDS
DS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSANITARY LINE D PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
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\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 02/07/23 4:14:58P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE D
STA: 8+00 - END SS-9
89 OF 184
10-19-2022
AHW
RCP
AHW
02-06-2023 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 NORTHFIELDDEVELOPMENTMATCHLINE STA: 8+00 - SEE SHEET SS-8MATCHLINE STA: 8+00 - SEE SHEET SS-8PRELIMINARYNOT FORCONSTRUCTIONBLDG 35 8+61.63 4958.61 4958.87 4964.94 13.32 2.00%4"8
BLDG 34 8+66.63 4958.62 4958.82 4966.14 9.96 2.00%4"8
CLUB
HOUSE 10+44.15 4959.32 4960.36 4964.57 52.19 2.00%4"1
MAINT.11+29.11 4959.76 4960.45 34.29 2.00%4"1
BLDG 27 12+22.98 4960.03 4960.64 4966.16 30.92 2.00%4"6
BLDG 24 13+52.31 4960.49 4961.11 4965.13 31.42 2.00%4"4
BLDG 21 14+94.81 4960.89 4961.55 4964.74 33.33 2.00%4"6
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
DSDSD
S
DS
DSDSDSDSDSDS DS DSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSANITARY LINE E PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
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\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 02/07/23 4:15:25P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
SANITARY SEWER PLAN & PROFILE - LINE E SS-10
90 OF 184
10-19-2022
TEH
RJP
TEH
02-06-2023 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 FORCONSTRUCTIONBLDG 28 2+00.24 4960.73 4961.20 4968.53 23.50 2.00%4"3
BLDG 25 3+20.27 4961.27 4961.48 4967.13 10.46 2.00%4"8
BLDG 26 3+28.58 4961.29 4961.53 4967.10 11.59 2.00%4"8
BLDG 22 4+77.60 4961.71 4961.98 4966.17 13.66 2.00%4"4
BLDG 23 4+86.33 4961.74 4962.04 4966.14 15.37 2.00%4"4
GENERAL SANITARY 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.LOCATION OF EXISTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO
START OF CONSTRUCTION.
4.PIPE LENGTHS ARE MEASURED FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE. ALL COORDINATES ARE AT THE CENTER OF THE STRUCTURE UNLESS
OTHERWISE INDICATED.
5.ALL WORK, INCLUDING CORRECTION WORK, SHALL BE INSPECTED BY THE UTILITY
PROVIDER’S REPRESENTATIVE WHO SHALL HAVE THE AUTHORITY TO HALT
CONSTRUCTION WHEN THERE IS A LACK OF ADHERENCE TO STANDARD
CONSTRUCTION PRACTICES.
6.MAINTAIN A MINIMUM OF TEN FEET OF HORIZONTAL SEPARATION BETWEEN ALL
SANITARY SEWER AND DOMESTIC WATER MAINS AND SERVICES IN ACCORDANCE
WITH STATE OF COLORADO AND JURISDICTIONAL UTILITY PROVIDER
SPECIFICATIONS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
9.ALL SANITARY SERVICE CLEANOUTS LOCATED ADJACENT TO A BUILDING SHALL BE
TWO-WAY CLEANOUTS.
10.THE CONTRACTOR IS RESPONSIBLE FOR:
a.OBTAINING ALL APPLICABLE LICENSES, BONDS, PERMITS, STANDARDS AND
SPECIFICATIONS FOR SEWER MAIN INSTALLATION.
b.VERIFYING THE LOCATION AND DEPTH OF EXISTING UTILITIES AND NOTIFYING
THE ENGINEER OF ANY DISCREPANCIES.
c.RESTORING ALL DISTURBED AREAS TO ORIGINAL CONDITION, OR AS INDICATED
ON THE PLANS.
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: LAYOUT12 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 02/07/23 4:15:33P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSANITARY DETAILSSS-1191OF184 10-19-2022TLWRCPTLW02-06-2023PER 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\SANITARY\CD - SANITARY DETAILS.DWG LAYOUT: LAYOUT1 (2)2 XREFs: cd-dhic logo, cd-stampPLOTTED: TUE 02/07/23 4:15:38P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSANITARY DETAILSSS-1292OF184 10-19-2022TLWRCPTLW02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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
4970DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DS
DSDSDSDSDSDSDSDSDS DSDS0
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 02/07/23 4:18:57P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - NECCO A2 ST-1
93 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.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 02/07/23 4:19:09P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - NECCO A2 ST-2
94 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-1MATCHLINE - SEE SHEET ST-1GENERAL 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
DSDSDSDSDSDSDSEVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DS
DS
DS DSDSDSDSDSDSDSD
S
DSDSDSD
SDSDSD
S
D
S
D
S
DSD
S
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSEVCHARGINGONLYSTORM 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: TUE 02/07/23 4:19:26P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE NCST-3ST-3OF184 10-19-2022AMLMAWAML02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.PRELIMINARYNOT FORCONSTRUCTION95
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
4970
VERTICAL SCALE: 1" = 4'
STORM 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'DSDSDSDSDSDSDSDSDSDS
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 02/07/23 4:20:08P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - NECCO A2 LATERALS ST-4
96 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
STDS
DS
DS
DS
DSDS
DSNECCO-A3 STORM LINE 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: TUE 02/07/23 11:42:12P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - NECCO A3ST-597OF184 10-19-2022MJSRCPMJS02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.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" = 4'4950495549604965497049504955496049654970STSTSTORM 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: TUE 02/07/23 4:20:56P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - NECCO A3 LATERALSST-698OF184 10-19-2022MJSRCPMJS02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.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
DSDSDSDSDSEVCHARGINGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDSDSDSDSDS
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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.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 02/07/23 4:21:26P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE AST-799OF184 10-19-2022MJSRCPMJS02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDS
DSDSDSDSDSDS
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 AB PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
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
EVCHARGINGDSDSDS
DSDSDSDSDSDSEV
CHARGING
ONLY
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DS
DS
DSDSDSDSDSDSDSDS
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 02/07/23 4:21:50P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE A LATERALS ST-8
100 OF 184
10-19-2022
AML
MAW
AML
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.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
DSDSDSDSDSDSDSDSDSDS
DSDS
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 02/07/23 4:22:22P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE B ST-9
101 OF 184
10-19-2022
AML
MAW
AML
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.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
4970
DSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DSDS
DSDSDSDSDSDSDS
DSDSDSDSDSDSDS
DSDSDSDS
STORM LINE B-1 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4945
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\STORM\CD - STORM LINE B - P&P.DWG LAYOUT: STORM LINE B LATERALSNO XREFsPLOTTED: TUE 02/07/23 4:22:43P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE B LATERALS ST-10
102 OF 184
10-19-2022
AML
MAW
AML
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSD
S DSDSDS 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 02/07/23 4:23:07P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE CST-11103OF184 10-19-2022AMLMAWAML02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.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" = 4'49454950495549604965497049754945495049554960496549704975STORM LINE CC PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970STORM LINE CC-2 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49454950495549604965497049754945495049554960496549704975DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDS
DS
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 02/07/23 4:23:29P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE C LATERALSST-12104OF184 10-19-2022MJSRCPMJS02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.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" = 4'494549504955496049654970494549504955496049654970STORM LINE CE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'494549504955496049654970494549504955496049654970DSDSDS
DS
DSDSDS
DS
DSDSDS
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 02/07/23 4:23:44P BY: MILES SUSTAD
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - LINE C LATERALSST-13105OF184 10-19-2022MJSRCPMJS02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.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
S
D
S DS
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 02/07/23 4:24:23P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE D ST-14
106 OF 184
10-19-2022
TEH
RJP
TEH
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.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
4970DSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
SDS
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 02/07/23 4:24:47P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE D LATERALS ST-15
107 OF 184
10-19-2022
TEH
RJP
TEH
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORT
COLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSTORM 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
STORM LINE EB PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970DSDSDSDSDSDSDSDS 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 - STORM LINE E - P&P.DWG LAYOUT: LINE ENO XREFsPLOTTED: TUE 02/07/23 4:25:37P BY: MILES SUSTAD201013
ENCLAVE AT REDWOOD
STORM SEWER PLAN & PROFILE - LINE E ST-16
108 OF 184
10-19-2022
TEH
RJP
TEH
02-06-2023 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUT
SHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIOR
TO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORM
SEWER SHALL UTILIZE WATER-TIGHT JOINTS.
7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDS
SHALL BE ROTATED AS SHOWN IN PLAN VIEW.
8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.
9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEE
CONNECTORS OR ENGINEER APPROVED EQUIVALENT.
10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THE
PROPOSED GRADE.
11.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.
12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY A
LICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL POND
IMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,
ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIOR
TO INSTALLATION.
13.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.
14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.
15.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 02/07/23 10:16:34P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT 1ST-17109OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 02/07/23 10:16:52P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT 2ST-18110OF184 10-19-2022AMLMAWJMR02-06-2023PER 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'
CULVERT 3 PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 2'49484950495549604948495049554960SHEET 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 39 XREFs: cd-dhic logo, e-base, e-util, keymap, p-base, p-legal, p-sanitary, p-storm, p-utilPLOTTED: TUE 02/07/23 10:17:09P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT 3ST-19111OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 3 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 02/07/23 10:17:21P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 1ST-20112OF184 10-19-2022AMLMAWJMR02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.CAST-IN-PLACE 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 02/07/23 10:44:48P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 2ST-21113OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 02/07/23 10:44:50P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 3ST-22114OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 02/07/23 10:44:50P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM SEWER PLAN & PROFILE - CULVERT DETAILS 3ST-22114OF184 10-19-2022AMLMAWJMR02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
DS
DS
DSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
SDS
DSDSD
SDSD
S DS
DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSD
S
DSD
S
D
SDS DSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DSDSDSDS
DS
DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDS
DS
DSDS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS DS
DSDSDSDSDSDSDS 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 02/07/23 10:19:01P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-23
115 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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 DSDSDSDSDSDSDSDSDSDS
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 02/07/23 10:19:13P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-24
116 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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 02/07/23 10:19:24P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-25
117 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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.
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 02/07/23 10:19:35P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PLAN ST-26
118 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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
A-2
A-3
A-4
B-1
B-2
B-2-1
B-3
B-3-1
B-4
B-4-1
B-5
B-5-1
B-6
B-7
C-1
C-1-1
C-1-2
C-2
C-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'
13.61'
20.83'
9.99'
39.72'
28.74'
6.50'
27.55'
6.50'
29.08'
6.50'
29.86'
6.50'
22.52'
9.19'
7.35'
7.13'
8.98'
25.22'
8.16'
SLOPE
2.39%
2.50%
2.50%
2.50%
0.75%
0.75%
30.00%
0.75%
25.00%
0.75%
35.00%
0.75%
29.00%
10.62%
0.50%
1.00%
2.50%
2.50%
1.00%
20.00%
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
4957.94
4957.76
4958.28
4958.53
4957.81
4958.03
4959.98
4958.24
4959.86
4958.46
4960.74
4958.68
4960.57
4961.07
4961.12
4958.25
4958.43
4958.65
4958.50
4960.13
INV DOWN
4957.42
4957.42
4957.76
4958.28
4957.51
4957.81
4958.03
4958.03
4958.24
4958.24
4958.46
4958.46
4958.68
4958.68
4961.07
4958.18
4958.25
4958.43
4958.25
4958.50
PIPE TABLE
NAME
C-3
C-3-1
C-4
C-4-1
C-5
C-5-1
C-6
C-7
D-1
D-2
D-3
D-3-1
D-4
D-4-1
D-5
D-5-1
D-6
D-6-1
D-7
D-8
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
28.54'
8.17'
29.45'
8.18'
29.83'
8.19'
19.64'
11.61'
5.21'
10.51'
13.91'
17.92'
37.09'
8.00'
22.14'
8.00'
25.46'
8.00'
26.66'
45.34'
SLOPE
1.00%
15.00%
1.00%
15.00%
1.00%
10.00%
1.00%
1.00%
0.50%
0.50%
0.50%
0.50%
0.50%
20.00%
0.50%
25.00%
0.50%
20.00%
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
4958.79
4960.02
4959.08
4960.31
4959.38
4960.20
4959.58
4959.70
4957.70
4957.75
4957.82
4957.91
4958.01
4959.61
4958.12
4960.12
4958.25
4959.85
4958.38
4958.61
INV DOWN
4958.50
4958.79
4958.79
4959.08
4959.08
4959.38
4959.38
4959.58
4957.67
4957.70
4957.75
4957.82
4957.82
4958.01
4958.01
4958.12
4958.12
4958.25
4958.25
4958.38
PIPE TABLE
NAME
D-9
E-1
E-1-1
E-1-1-1
E-1-1-1-1
E-1-2
E-1-2-1
E-1-3
E-1-3-1
E-1-4
E-1-5
E-1-6
E-2
E-2-1
E-3
E-3-1
E-4
E-4-1
E-5
E-5-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
21.27'
4.17'
24.93'
4.96'
4.96'
27.82'
4.96'
20.45'
4.96'
13.56'
10.59'
31.62'
33.75'
4.96'
27.66'
4.96'
62.00'
8.21'
25.88'
4.96'
SLOPE
0.50%
0.50%
1.25%
30.00%
40.00%
1.25%
25.00%
1.25%
10.00%
1.25%
1.25%
1.25%
0.50%
35.00%
0.50%
35.00%
0.50%
0.50%
2.50%
25.00%
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
4958.72
4958.10
4958.41
4959.90
4960.08
4958.76
4960.00
4959.02
4959.52
4959.19
4959.32
4959.72
4958.27
4960.01
4958.41
4960.15
4958.72
4958.76
4959.37
4960.61
INV DOWN
4958.61
4958.08
4958.10
4958.41
4958.10
4958.41
4958.76
4958.76
4959.02
4959.02
4959.19
4959.32
4958.10
4958.27
4958.27
4958.41
4958.41
4958.72
4958.72
4959.37
PIPE TABLE
NAME
E-6
E-6-1
E-7
E-8
F-1
F-1-1
F-1-1-1
F-1-1-1-1
F-1-2
F-1-2-1
F-1-3
F-1-4
F-1-5
F-2
F-2-1
F-3
F-3-1
F-4
F-5
G-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
23.65'
4.96'
16.76'
7.01'
12.64'
21.42'
8.00'
8.00'
27.92'
8.00'
10.19'
11.31'
9.03'
37.22'
8.00'
27.56'
8.00'
26.20'
14.62'
16.13'
SLOPE
2.50%
10.00%
2.50%
2.50%
0.50%
0.50%
25.00%
22.00%
0.50%
25.00%
0.50%
0.50%
0.50%
0.50%
22.00%
0.50%
15.00%
0.50%
0.50%
10.97%
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
4959.96
4960.46
4960.38
4960.56
4957.72
4957.83
4959.83
4959.48
4957.97
4959.95
4958.00
4958.06
4958.11
4957.91
4959.67
4958.05
4959.25
4958.18
4958.25
4959.56
INV DOWN
4959.37
4959.96
4959.96
4960.38
4957.66
4957.72
4957.83
4957.72
4957.83
4957.95
4957.95
4958.00
4958.06
4957.72
4957.91
4957.91
4958.05
4958.05
4958.18
4957.79
PIPE TABLE
NAME
G-2
G-3
G-3-1
G-4
G-4-1
G-5
G-5-1
G-6
G-6-1
G-7
G-8
G-9
H-1
H-1-1
H-1-1-1
H-1-2
H-1-2-1
H-1-3
H-1-3-1
H-1-4
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
21.87'
8.16'
8.27'
22.12'
8.47'
29.72'
8.88'
30.18'
8.85'
12.59'
12.64'
14.30'
7.33'
6.90'
5.45'
28.47'
5.45'
29.26'
5.45'
16.38'
SLOPE
0.50%
0.50%
2.25%
0.50%
2.13%
0.50%
1.85%
0.50%
1.39%
0.50%
0.50%
2.50%
0.50%
2.00%
20.00%
2.00%
15.00%
2.00%
10.00%
2.00%
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
4959.67
4959.71
4959.90
4959.82
4960.00
4959.97
4960.13
4960.12
4960.24
4960.18
4960.24
4957.74
4958.17
4958.31
4959.40
4958.88
4959.70
4959.47
4960.01
4959.80
INV DOWN
4959.56
4959.67
4959.71
4959.71
4959.82
4959.82
4959.97
4959.97
4960.12
4960.12
4960.18
4957.38
4958.13
4958.17
4958.31
4958.31
4958.88
4958.88
4959.47
4959.47
PIPE TABLE
NAME
H-1-5
H-2
H-2-1
H-3
H-3-1
H-4
H-5
H-6
H-7
H-8
H-9
H-9-1
H-10
H-11
I-1
I-2
I-2-1
I-2-2
I-3
I-3-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
7.71'
14.96'
5.59'
39.72'
26.05'
21.98'
8.23'
6.39'
5.00'
8.17'
14.94'
5.66'
16.29'
7.70'
23.59'
15.51'
3.54'
37.22'
16.87'
9.45'
SLOPE
5.00%
0.50%
25.00%
0.50%
0.50%
2.00%
2.00%
2.00%
2.00%
2.00%
2.00%
8.00%
2.00%
2.00%
0.50%
0.50%
6.00%
6.00%
0.50%
22.65%
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
4960.19
4958.24
4959.64
4958.44
4958.57
4958.88
4959.04
4959.17
4959.27
4959.43
4959.73
4960.18
4960.06
4960.21
4958.20
4958.28
4958.49
4960.72
4958.36
4960.50
INV DOWN
4959.80
4958.17
4958.24
4958.24
4958.44
4958.44
4958.88
4959.04
4959.17
4959.27
4959.43
4959.73
4959.73
4960.06
4958.08
4958.20
4958.28
4958.49
4958.28
4958.36
PIPE TABLE
NAME
I-4
I-4-1
I-5
I-6
I-7
I-8
I-9
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-2-2
K-3
K-4
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
28.84'
9.45'
20.34'
7.35'
21.38'
20.29'
8.49'
3.29'
22.09'
18.17'
8.62'
6.26'
21.56'
8.85'
3.40'
2.78'
15.88'
2.98'
2.78'
32.17'
SLOPE
0.50%
23.29%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
28.00%
2.75%
0.50%
0.50%
2.50%
2.50%
3.00%
3.00%
2.50%
2.50%
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
4958.50
4960.70
4958.60
4958.64
4958.75
4958.85
4958.89
4958.28
4958.39
4958.48
4960.69
4960.98
4960.92
4960.96
4957.81
4957.88
4958.36
4958.45
4957.95
4958.75
INV DOWN
4958.36
4958.50
4958.50
4958.60
4958.64
4958.75
4958.85
4958.26
4958.28
4958.39
4958.28
4960.81
4960.81
4960.92
4957.73
4957.81
4957.88
4958.36
4957.88
4957.95
PIPE TABLE
NAME
K-5
K-5-1
K-5-2
K-6
K-7
L-1
L-2
L-3
L-3-1
L-4
L-5
L-5-1
L-5-2
L-6
L-6-1
L-7
L-8
M-1
M-2
M-3
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
36.44'
7.25'
17.57'
20.03'
10.25'
8.83'
25.13'
29.18'
25.03'
22.25'
42.60'
8.10'
7.88'
22.53'
7.88'
19.87'
11.15'
5.35'
46.79'
17.32'
SLOPE
1.50%
15.00%
1.50%
5.04%
1.00%
0.50%
0.50%
0.50%
0.50%
1.46%
0.75%
3.00%
3.00%
0.75%
2.00%
0.75%
0.75%
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
4959.30
4960.39
4959.56
4960.31
4960.42
4959.23
4959.36
4959.51
4959.64
4959.84
4960.16
4960.40
4960.64
4960.33
4960.49
4960.48
4960.56
4959.40
4959.63
4959.72
INV DOWN
4958.75
4959.30
4959.30
4959.30
4960.31
4959.19
4959.23
4959.36
4959.51
4959.51
4959.84
4960.16
4960.40
4960.16
4960.33
4960.33
4960.48
4959.37
4959.40
4959.63
PIPE TABLE
NAME
M-4
M-5
M-5-1
M-6
M-6-1
M-7
M-7-1
M-8
M-8-1
M-9
M-9-1
M-10
M-10-1
M-11
M-11-1
M-11-2
M-12
M-12-1
M-13
M-13-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
45.88'
7.00'
7.63'
37.52'
7.56'
21.72'
7.52'
28.15'
7.47'
30.08'
7.42'
21.56'
7.38'
20.93'
12.54'
5.74'
46.20'
7.26'
28.54'
7.21'
SLOPE
0.50%
0.50%
0.50%
0.50%
10.00%
0.50%
12.00%
0.50%
15.00%
0.50%
15.00%
0.50%
15.00%
0.50%
0.50%
0.50%
0.50%
15.00%
0.50%
20.00%
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
4959.95
4959.98
4960.02
4960.17
4960.93
4960.28
4961.18
4960.42
4961.54
4960.57
4961.68
4960.68
4961.79
4960.78
4960.84
4960.51
4961.01
4962.10
4961.15
4962.59
INV DOWN
4959.72
4959.95
4959.98
4959.98
4960.17
4960.17
4960.28
4960.28
4960.42
4960.42
4960.57
4960.57
4960.68
4960.68
4960.78
4960.48
4960.78
4961.01
4961.01
4961.15
PIPE TABLE
NAME
M-14
M-14-1
M-15
M-15-1
M-16
M-16-1
M-17
M-18
M-19
M-20
N-1
N-2
N-3
N-4
N-5
N-6
N-7
N-8
N-9
N-9-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
30.44'
7.16'
29.55'
7.11'
28.02'
7.06'
18.81'
5.09'
20.32'
12.90'
24.48'
12.64'
3.54'
29.26'
25.86'
20.48'
40.91'
6.01'
32.75'
4.25'
SLOPE
0.50%
15.00%
0.50%
12.00%
0.50%
10.00%
0.50%
0.50%
0.50%
0.50%
1.50%
1.50%
1.50%
1.50%
1.50%
1.50%
1.50%
1.50%
1.50%
45.00%
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
4961.30
4962.37
4961.45
4962.30
4961.59
4962.30
4961.68
4961.71
4961.81
4961.87
4958.26
4958.45
4958.50
4958.94
4959.33
4959.64
4960.25
4960.34
4960.83
4962.74
INV DOWN
4961.15
4961.30
4961.30
4961.45
4961.45
4961.59
4961.59
4961.68
4961.71
4961.81
4957.90
4958.26
4958.45
4958.50
4958.94
4959.33
4959.64
4960.25
4960.34
4960.83
PIPE TABLE
NAME
N-10
N-10-1
N-11
N-11-1
N-12
N-12-1
N-13
N-14
O-1
O-1-1
O-1-2
O-2
O-2-1
O-3
O-3-1
O-4
O-5
O-6
O-6-1
O-7
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
31.10'
4.25'
26.92'
4.25'
28.98'
4.25'
26.60'
6.01'
7.35'
3.74'
12.69'
11.87'
8.97'
21.53'
8.97'
18.90'
7.07'
15.04'
3.97'
5.64'
SLOPE
1.50%
35.00%
1.50%
25.00%
1.50%
20.00%
1.50%
1.50%
1.20%
8.00%
8.00%
1.20%
20.00%
1.20%
15.00%
1.20%
1.20%
1.20%
35.00%
1.20%
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
4961.30
4962.79
4961.70
4962.76
4962.13
4962.98
4962.53
4962.62
4961.21
4961.51
4962.53
4961.35
4963.14
4961.61
4962.96
4961.84
4961.92
4962.10
4963.49
4962.17
INV DOWN
4960.83
4961.30
4961.30
4961.70
4961.70
4962.13
4962.13
4962.53
4961.12
4961.21
4961.51
4961.21
4961.35
4961.35
4961.61
4961.61
4961.84
4961.92
4962.10
4962.10
PIPE TABLE
NAME
O-8
O-9
O-9-1
O-10
O-10-1
O-11
O-11-1
O-12
O-12-1
O-13
O-14
P-1
P-2
P-2-1
P-3
P-3-1
P-4
P-4-1
P-5
P-5-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
7.07'
27.84'
8.97'
27.70'
8.97'
28.97'
8.97'
31.49'
8.97'
18.82'
12.69'
7.35'
36.66'
5.85'
22.37'
5.81'
20.77'
5.78'
38.34'
5.72'
SLOPE
1.20%
1.20%
15.00%
1.20%
15.00%
1.20%
10.00%
1.20%
10.00%
1.20%
1.20%
20.14%
0.50%
5.00%
0.50%
5.00%
0.50%
5.00%
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
6" HDPE
6" HDPE
6" HDPE
INV UP
4962.25
4962.58
4963.93
4962.91
4964.26
4963.26
4964.16
4963.64
4964.54
4963.87
4964.02
4962.34
4962.52
4962.81
4962.63
4962.92
4962.73
4963.02
4962.92
4963.38
INV DOWN
4962.17
4962.25
4962.58
4962.58
4962.91
4962.91
4963.26
4963.26
4963.64
4963.64
4963.87
4960.86
4962.34
4962.52
4962.52
4962.63
4962.63
4962.73
4962.73
4962.92
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 02/07/23 10:20:05P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PIPE TABLES ST-27
119 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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-4-1
AC-5
AC-5-1
AC-6
AC-6-1
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'
6.52'
6.75'
4.35'
31.63'
4.75'
24.63'
4.75'
22.57'
4.75'
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%
40.00%
0.50%
40.00%
0.50%
40.00%
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
4958.46
4958.77
4958.93
4958.54
4958.90
4959.02
4958.75
4958.91
4958.88
4959.00
4957.16
4957.29
4957.32
4957.34
4957.50
4959.40
4957.62
4959.52
4957.73
4959.63
INV DOWN
4957.40
4958.46
4958.77
4958.46
4958.77
4958.90
4958.46
4958.75
4958.75
4958.88
4957.10
4957.26
4957.29
4957.32
4957.34
4957.50
4957.50
4957.62
4957.62
4957.73
PIPE TABLE
NAME
AC-7
AC-7-1
AC-7-2
AC-8
AC-8-1
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-15
AD-1
AD-2
AD-3
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
33.34'
18.21'
79.04'
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'
15.37'
18.38'
17.39'
33.66'
SLOPE
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%
0.50%
0.70%
0.70%
0.70%
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
4957.90
4957.99
4958.39
4957.97
4958.06
4958.08
4958.65
4958.19
4958.76
4958.33
4958.90
4958.47
4958.85
4958.58
4958.77
4958.70
4958.78
4952.54
4952.66
4952.90
INV DOWN
4957.73
4957.90
4957.99
4957.90
4957.97
4957.97
4958.08
4958.08
4958.19
4958.19
4958.33
4958.33
4958.47
4958.47
4958.58
4958.58
4958.70
4952.41
4952.54
4952.66
PIPE TABLE
NAME
AD-3-1
AD-4
AD-4-1
AD-5
AD-5-1
AD-6
AD-6-1
AD-7
AD-7-1
AD-8
AD-8-1
AD-9
AD-9-1
AD-10
AD-10-1
AD-10-2
AD-10-3
AD-10-4
AD-11
AD-12
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
5.91'
29.20'
5.90'
30.36'
5.90'
19.18'
48.76'
10.02'
5.90'
27.58'
5.90'
43.42'
5.90'
36.52'
75.45'
26.00'
30.81'
20.71'
15.06'
16.01'
SLOPE
100.00%
0.70%
100.00%
0.70%
100.00%
0.75%
0.70%
0.70%
100.00%
0.70%
100.00%
0.70%
80.00%
0.70%
0.70%
13.27%
0.50%
0.50%
0.70%
0.70%
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
4958.81
4953.10
4959.00
4953.31
4959.21
4953.45
4953.79
4953.52
4959.42
4953.71
4959.61
4954.01
4958.73
4954.27
4954.80
4958.25
4958.40
4958.50
4954.38
4954.49
INV DOWN
4952.90
4952.90
4953.10
4953.10
4953.31
4953.31
4953.45
4953.45
4953.52
4953.52
4953.71
4953.71
4954.01
4954.01
4954.27
4954.80
4958.25
4958.40
4954.27
4954.38
PIPE TABLE
NAME
AD-13
AE-1
AE-2
AE-3
AF-1
AF-2
AF-2-1
AF-3
AF-4
AF-4-1
AF-5
AF-5-1
AF-6
AF-7
AF-8
AF-8-1
AF-9
AF-10
AF-10-1
AF-11
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
37.20'
2.09'
31.00'
86.02'
59.43'
77.15'
11.66'
2.82'
11.97'
6.25'
24.89'
6.25'
26.93'
10.57'
9.77'
16.33'
59.19'
4.11'
4.25'
26.19'
SLOPE
0.70%
2.00%
2.00%
3.52%
0.50%
0.75%
20.00%
0.75%
0.75%
40.00%
0.75%
40.00%
0.75%
0.75%
0.75%
0.75%
6.66%
0.50%
70.00%
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
4954.75
4957.14
4957.76
4960.79
4957.40
4957.98
4960.31
4958.00
4958.09
4960.59
4958.28
4960.78
4958.48
4958.56
4958.63
4958.75
4962.57
4962.59
4965.57
4962.72
INV DOWN
4954.49
4957.10
4957.14
4957.76
4957.10
4957.40
4957.98
4957.98
4958.00
4958.09
4958.09
4958.28
4958.28
4958.48
4958.56
4958.63
4958.63
4962.57
4962.59
4962.59
PIPE TABLE
NAME
AF-11-1
AF-12
AF-13
AF-14
AG-1
AH-1
AH-2
AH-3
AH-4
AH-4-1
AH-4-2
AH-4-3
AH-5
AH-6
AH-7
AH-8
AH-9
AH-10
AI-1
AI-1-1
SIZE
6"
6"
6"
6"
12"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
4.25'
24.98'
15.41'
7.72'
9.98'
5.88'
15.06'
93.63'
10.94'
15.49'
6.82'
5.34'
22.98'
19.92'
23.39'
6.37'
19.97'
24.35'
19.62'
40.48'
SLOPE
66.00%
0.50%
0.50%
0.50%
15.13%
3.00%
3.00%
3.00%
3.00%
9.00%
9.00%
9.00%
3.00%
3.00%
3.00%
3.00%
3.00%
3.00%
4.50%
16.18%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
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
INV UP
4965.52
4962.84
4962.92
4962.96
4953.73
4953.90
4954.35
4957.16
4957.49
4958.88
4959.49
4959.97
4958.18
4958.78
4959.48
4959.67
4960.27
4961.00
4953.90
4960.45
INV DOWN
4962.72
4962.72
4962.84
4962.92
4952.22
4953.72
4953.90
4954.35
4957.16
4957.49
4958.88
4959.49
4957.49
4958.18
4958.78
4959.48
4959.67
4960.27
4953.02
4953.90
PIPE TABLE
NAME
AI-1-1-1
AI-1-1-1-1
AI-1-2
AI-1-3
AI-2
AI-2-1
AI-3
AI-3-1
AI-4
AI-4-1
AI-5
AI-5-1
AI-6
AI-6-1
AI-7
AI-8
AJ-1
AK-1
AK-2
AL-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
4.00'
12.25'
23.55'
5.66'
19.04'
12.25'
43.63'
4.00'
27.96'
4.00'
28.82'
4.00'
30.45'
4.00'
23.08'
5.66'
10.96'
17.01'
12.87'
15.18'
SLOPE
10.00%
30.00%
1.00%
1.00%
19.85%
1.00%
2.41%
35.00%
1.00%
30.00%
1.00%
22.00%
1.00%
15.00%
1.00%
1.00%
2.00%
2.50%
2.50%
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
4960.85
4957.58
4960.69
4960.75
4957.68
4957.80
4958.73
4960.13
4959.01
4960.21
4959.30
4960.18
4959.60
4960.20
4959.83
4959.89
4953.00
4957.55
4957.87
4957.45
INV DOWN
4960.45
4953.90
4960.45
4960.69
4953.90
4957.68
4957.68
4958.73
4958.73
4959.01
4959.01
4959.30
4959.30
4959.60
4959.60
4959.83
4952.78
4957.12
4957.55
4957.30
PIPE TABLE
NAME
AL-2
AM-1
AM-2
AM-2-1
AM-2-1-1
AM-2-1-1-1
AM-2-1-1-1-1
AM-2-1-1-1-1-1
AM-2-1-1-1-2
AM-2-1-2
AM-2-1-2-1
AM-2-1-3
AM-2-1-4
AM-2-2
AM-2-2-1
AM-2-3
AM-2-3-1
AM-2-4
AM-2-5
AM-3
SIZE
6"
12"
12"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
12"
LENGTH
8.63'
12.36'
149.20'
32.50'
31.85'
3.75'
15.54'
10.58'
14.87'
21.21'
3.75'
21.03'
5.30'
30.15'
3.75'
21.71'
3.75'
25.71'
5.30'
131.09'
SLOPE
1.00%
0.50%
0.50%
8.00%
9.11%
20.00%
10.74%
5.00%
1.00%
1.00%
15.00%
1.00%
1.00%
11.71%
5.00%
1.00%
10.00%
1.00%
1.00%
0.50%
MATERIAL
6" HDPE
12" 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
12" HDPE
INV UP
4957.54
4952.83
4953.57
4956.42
4959.32
4960.07
4958.09
4958.62
4958.24
4959.53
4960.09
4959.74
4959.79
4959.95
4960.14
4960.17
4960.54
4960.43
4960.48
4954.22
INV DOWN
4957.45
4952.77
4952.83
4953.82
4956.42
4959.32
4956.42
4958.09
4958.09
4959.32
4959.53
4959.53
4959.74
4956.42
4959.95
4959.95
4960.17
4960.17
4960.43
4953.57
PIPE TABLE
NAME
AM-4
AM-4-1
AM-4-1-1
AM-4-1-1-1
AM-4-1-1-1-1
AM-4-1-1-1-1-1
AM-4-1-1-1-2
AM-4-1-2
AM-4-1-3
AM-4-2
AM-4-2-1
AM-4-3
AM-4-3-1
AM-4-4
AM-4-5
AM-5
AM-5-1
AM-5-1-1
AM-5-1-1-1
AM-5-1-2
SIZE
12"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
12"
6"
6"
6"
6"
LENGTH
28.20'
32.38'
27.59'
3.69'
15.64'
5.85'
5.85'
16.25'
5.20'
46.13'
3.73'
29.33'
3.75'
24.69'
5.32'
160.75'
32.26'
23.97'
3.74'
5.30'
SLOPE
0.50%
0.50%
19.86%
10.00%
22.37%
1.00%
1.00%
1.00%
1.00%
10.85%
25.00%
1.00%
15.00%
1.00%
1.00%
0.50%
0.50%
19.77%
100.00%
1.00%
MATERIAL
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
12" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4954.36
4954.77
4960.25
4960.62
4958.27
4958.33
4958.33
4960.41
4960.46
4959.77
4960.70
4960.06
4960.62
4960.31
4960.36
4955.16
4955.57
4960.31
4959.31
4960.36
INV DOWN
4954.22
4954.61
4954.77
4960.25
4954.77
4958.27
4958.27
4960.25
4960.41
4954.77
4959.77
4959.77
4960.06
4960.06
4960.31
4954.36
4955.41
4955.57
4955.57
4960.31
PIPE TABLE
NAME
AM-5-2
AM-5-3
AM-5-4
AM-6
AM-6-1
AM-6-1-1
AM-6-1-1-1
AM-6-1-2
AM-6-2
AM-6-2-1
AM-6-3
AM-6-4
AM-6-5
AM-7
AM-7-1
AM-8
AM-8-1
AM-8-1-1
AM-8-2
AM-8-3
SIZE
6"
6"
6"
12"
6"
6"
6"
6"
6"
6"
6"
6"
6"
12"
8"
8"
6"
6"
6"
6"
LENGTH
29.85'
13.47'
12.44'
103.73'
32.19'
27.18'
3.75'
5.30'
18.90'
3.75'
16.38'
12.95'
12.82'
108.27'
5.00'
32.11'
26.60'
3.75'
18.02'
5.30'
SLOPE
10.52%
1.00%
1.00%
0.50%
0.50%
16.19%
100.00%
1.00%
9.68%
75.00%
1.00%
1.00%
1.00%
0.50%
0.50%
0.50%
8.00%
50.00%
8.00%
8.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
12" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
12" HDPE
8" HDPE
8" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4958.71
4958.84
4958.96
4955.67
4956.08
4960.48
4959.83
4960.53
4957.91
4960.72
4958.07
4958.20
4958.33
4956.21
4956.40
4956.54
4958.67
4960.55
4960.11
4960.53
INV DOWN
4955.57
4958.71
4958.84
4955.16
4955.92
4956.08
4956.08
4960.48
4956.08
4957.91
4957.91
4958.07
4958.20
4955.67
4956.38
4956.38
4956.54
4958.67
4958.67
4960.11
PIPE TABLE
NAME
AM-9
AM-10
T-1
T-2
T-2-1
T-3
T-4
U-1
U-1-1
U-1-2
U-2
U-2-1
U-3
U-3-1
U-4
U-5
U-6
V-1
V-1-1
V-1-2
SIZE
8"
8"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
7.66'
19.54'
4.14'
21.06'
6.25'
15.51'
8.84'
20.06'
4.98'
8.84'
18.36'
6.25'
21.53'
6.25'
9.04'
21.29'
7.18'
7.33'
7.76'
6.50'
SLOPE
0.50%
0.50%
4.00%
4.00%
10.00%
4.00%
4.00%
0.50%
12.00%
12.00%
0.50%
25.00%
0.50%
25.00%
0.50%
0.50%
0.50%
2.00%
10.00%
10.00%
MATERIAL
8" HDPE
8" 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
4956.58
4956.68
4958.43
4959.27
4959.90
4959.89
4960.24
4958.18
4958.78
4959.84
4958.27
4959.83
4958.38
4959.94
4958.43
4958.54
4958.58
4958.09
4958.87
4959.52
INV DOWN
4956.54
4956.58
4958.26
4958.43
4959.27
4959.27
4959.89
4958.08
4958.18
4958.78
4958.18
4958.27
4958.27
4958.38
4958.38
4958.43
4958.54
4957.94
4958.09
4958.87
PIPE TABLE
NAME
V-2
V-2-1
V-3
V-3-1
V-4
V-4-1
V-5
V-6
W-1
W-2
W-2-1
W-3
W-3-1
W-4
W-4-1
W-5
W-6
W-7
X-1
X-1-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
13.50'
6.50'
28.13'
6.50'
29.90'
6.50'
15.81'
9.19'
7.33'
23.81'
6.50'
24.95'
6.50'
21.30'
6.50'
11.85'
9.19'
10.69'
44.16'
12.58'
SLOPE
2.00%
15.00%
2.00%
15.00%
2.00%
10.00%
2.00%
2.00%
1.00%
1.00%
10.00%
1.00%
8.00%
1.00%
5.00%
1.00%
1.00%
1.00%
0.50%
12.00%
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
4958.36
4959.34
4958.92
4959.90
4959.52
4960.17
4959.84
4960.02
4959.44
4959.68
4960.33
4959.93
4960.45
4960.14
4960.46
4960.26
4960.35
4960.46
4956.87
4958.38
INV DOWN
4958.09
4958.36
4958.36
4958.92
4958.92
4959.52
4959.52
4959.84
4959.37
4959.44
4959.68
4959.68
4959.93
4959.93
4960.14
4960.14
4960.26
4960.35
4956.65
4956.87
PIPE TABLE
NAME
X-2
X-3
X-4
X-5
X-6
X-7
X-8
X-9
X-10
Y-1
Y-2
Y-3
Y-4
Z-1
Z-2
Z-2-1
Z-3
Z-4
Z-5
Z-5-1
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
8"
8"
8"
6"
6"
6"
6"
6"
6"
6"
LENGTH
2.53'
30.32'
29.43'
28.64'
30.13'
26.93'
35.05'
13.06'
16.18'
78.00'
248.13'
77.97'
100.00'
11.24'
9.88'
5.61'
17.92'
14.93'
82.10'
5.27'
SLOPE
0.50%
0.80%
0.80%
0.80%
0.80%
0.80%
0.80%
0.80%
0.80%
0.25%
0.25%
0.25%
0.25%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
25.00%
MATERIAL
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
8" HDPE
8" HDPE
8" HDPE
8" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
6" HDPE
INV UP
4956.88
4957.12
4957.36
4957.59
4957.83
4958.05
4958.33
4958.43
4958.56
4957.75
4958.37
4958.56
4958.81
4957.64
4957.69
4957.72
4957.78
4957.85
4958.26
4959.58
INV DOWN
4956.87
4956.88
4957.12
4957.36
4957.59
4957.83
4958.05
4958.33
4958.43
4957.56
4957.75
4958.37
4958.56
4957.58
4957.64
4957.69
4957.69
4957.78
4957.85
4958.26
PIPE TABLE
NAME
Z-6
Z-6-1
Z-7
Z-7-1
Z-8
Z-8-1
Z-9
Z-9-1
Z-10
Z-10-1
Z-11
Z-11-1
Z-12
Z-12-1
Z-13
Z-13-1
Z-14
Z-15
Z-16
Z-17
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
24.85'
5.27'
22.40'
5.27'
38.18'
12.98'
29.42'
5.27'
21.58'
5.27'
31.64'
5.27'
28.16'
5.27'
21.39'
5.27'
9.07'
74.54'
9.19'
6.16'
SLOPE
0.50%
25.00%
0.50%
25.00%
0.50%
0.50%
2.00%
30.00%
2.00%
25.00%
2.00%
20.00%
2.00%
12.00%
2.00%
5.00%
9.48%
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
4959.70
4958.49
4959.81
4958.68
4958.74
4959.27
4960.85
4959.70
4961.02
4960.33
4961.38
4960.89
4961.52
4961.32
4961.58
4962.18
4962.55
4962.60
4962.63
INV DOWN
4958.26
4958.38
4958.38
4958.49
4958.49
4958.68
4958.68
4959.27
4959.27
4959.70
4959.70
4960.33
4960.33
4960.89
4960.89
4961.32
4961.32
4962.18
4962.55
4962.60
PIPE TABLE
NAME
Z-18
Z-19
Z-20
Z-20-1
Z-21
Z-21-1
Z-22
Z-22-1
Z-23
Z-23-1
Z-24
Z-25
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
10.73'
6.50'
11.21'
6.50'
26.84'
6.50'
30.03'
6.50'
29.80'
6.50'
19.74'
9.19'
SLOPE
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
0.50%
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
INV UP
4962.68
4962.71
4962.77
4962.80
4962.90
4962.93
4963.05
4963.08
4963.20
4963.23
4963.40
4963.49
INV DOWN
4962.63
4962.68
4962.71
4962.77
4962.77
4962.90
4962.90
4963.05
4963.05
4963.20
4963.20
4963.40
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 02/07/23 10:20:37P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN PIPE TABLES ST-28
120 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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 02/07/23 10:20:54P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN TABLES ST-29
121 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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 02/07/23 10:21:11P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN TABLES ST-30
122 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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: LAYOUT913 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 02/07/23 10:21:23P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
LANDSCAPE DRAIN TABLES ST-31
123 OF 184
10-19-2022
MJS
RCP
MJS
02-06-2023 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-16 - C-56.
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.
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
E
V
C
H
A
R
G
INGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
D
SDSDSDSDS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDS
DSDSDSDSD
S
DSDSDSD
S
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DSDS
DS
DS
DS
DS
DSDS
DS
DS
DS DS
DS DS
DS
DS
DS DS DS DS DS DS
DSDSDSDSDSDS
DS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSD
SDSDSDS
D
SDSDS
DS
DSD
S
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSRAMPRAMPRAMPRAMPRAMPEVC
H
A
R
G
I
N
G
O
N
L
Y
ACBASINAREA%IMP113_238.1753.9ACBASINAREA%IMP113_213.8750.6ACBASINAREA%IMP113_227.0358.3ACBASINAREA%IMP113_526.0360.1ACBASINAREA%IMP113_245.6564.7ACBASINAREA%IMP113_44.7614.6ACBASINAREA%IMP113_290.574.8ACBASINAREA%IMP113_250.4432.7ACBASINAREA%IMP113_260.2322ACBASINAREA%IMP113_270.2457.9ACBASINAREA%IMP113_280.1083.2ACBASINAREA%IMP113_512.4569.4STACBASINAREA%IMP113_31.6920SCALE: 1" =808016080'BASINDESIGNATIONBASIN SIZEIN ACRESIMPERVIOUSNESSOS 10.671.23ACBASINAREA%IMP1BASIN DESIGN POINT100-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 BASINS11 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 02/07/23 10:22:54P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODFINAL DRAINAGE PLANST-32124OF184 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_213.880.620.774.119.69113_226.970.680.853.8424.29113_238.170.640.806.436.09113_245.660.720.914.9428.79113_250.440.440.540.31.47113_260.230.400.500.140.68113_270.240.670.84--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_526.040.690.871.849.63DETENTION POND SUMMARY TABLEPondWQCV (CF)100-YEAR VOLUME*(CF)ALLOWABLE RELEASERATE (CFS)MAX RELEASERATE* (CFS)TOTAL VOLUMEREQUIRED, WQCV +DETENTION (CF)TOTAL VOLUMEPROVIDED, WQCV+ DETENTION (CF)POND1732 29,9190.770.70 30,651 90,825UD2**7,805 57,4491.391.28 65,254 84,972POND31,568 60,7421.621.47 62,310 234,511REDWOOD POND1,986 139,44816.9616.47 141,434 602,000*VOLUME/RELEASE RATE CALCULATED IN EPA SWMM**UD2 VOLUMES ARE CALCULATED USING DEPTH FOUND IN SWMM, THEN RELATING THAT DEPTH TO THE CUMULATIVESYSTEM VOLUME IN THE STORMTECH UD2 SPREADSHEET.
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DS
DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSD
S
DS
DSDSDSDSDSDS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDS RAMPRAMPRAMPRAMPACBASINAREA%IMP113_238.1753.9BASIN113_52ACBASINAREA%IMP113_245.6564.7ACBASINAREA%IMP113_290.574.8ACBASINAREA%IMP113_250.4432.70SCALE: 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 BASINS111 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 02/07/23 10:23:00P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED FINAL DRAINAGE PLANST-33125OF184 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 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
S
D
S
DSD
S
D
S
D
S
D
S
D
S
DSD
S
D
S
D
S
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPACBASINAREA%IMP113_270.2457.9ACBASINAREA%IMP113_238.1753.90SCALE: 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 BASINS211 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 02/07/23 10:23:07P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED FINAL DRAINAGE PLANST-34126OF184 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
DSDSD
SDSD
S DSD
S
EVC
H
ARG
I
N
GDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSEVC
H
ARG
I
N
GON
L
Y
ACBASINAREA%IMP113_227.0358.3ACBASINAREA%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 02/07/23 10:23:14P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED FINAL DRAINAGE PLANST-35127OF184 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
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSACBASINAREA%IMP113_213.8750.6ACBASINAREA%IMP113_260.2322ACBASINAREA%IMP113_512.4569.40SCALE: 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 02/07/23 10:23:21P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETAILED FINAL DRAINAGE PLANST-36128OF184 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
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSAA ΔΔΔΔΔΔTRICKLE CHANNEL PROFILEHORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 0'49474950495549604947495049554960AABB
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: LAYOUT113 XREFs: cd - drainage map labelling[U], cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, fg-south pond[U], fg[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:51:36P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PROFILE - SOUTHST-37129OF184 10-19-2022AMLMAWJMR02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.DETENTION POND SUMMARY TABLEPOND IDSWMM BASIN IDAREA (AC)IMPERVIOUSNESS (%)ALOWABLERELEASE RATE(CFS)MODELED PEAKDISCHARGE (CFS)MAX STAGEDEPTH (FT)POND1113_213.8850.6%0.780.703.78UD2113_226.9758.3%1.391.294.06POND3113_238.1753.9%1.631.474.35REDWOOD113_2452.7964.7%16.9616.475.79
≥≥ ≥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: LAYOUT213 XREFs: cd - drainage map labelling[U], cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, fg-south pond[U], fg[U], keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:51:47P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PLAN - SOUTHST-38130OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 DRNORTHFIELDDEVELOPMENTCCAABBSECTION C-CSECTION A-ASECTION B-BWELL SCREENFLOW CONTROL PLATEPLANGENERAL NOTESSECTION D-DDDAAABBREVIATIONSLEGEND
DSDSDSDSDS DSDSDSAATRICKLE CHANNEL PROFILEHORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3'495049554960495049554960AABB
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 PLANS11 XREFs: aerial[U], cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite[U], e-util, keymap, p-base, p-legal[U], p-utilPLOTTED: TUE 02/07/23 10:52:12P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PLAN - REDWOODST-39131OF184 10-19-2022AMLMAWJMR02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.BAFFLE DIMENSIONS AND SPACINGNTSPROFILE OF ENERGY DISSIPATORNTSDETENTION POND SUMMARY TABLEPOND IDSWMM BASIN IDAREA (AC)IMPERVIOUSNESS(%)ALOWABLERELEASE RATE(CFS)MODELED PEAKDISCHARGE (CFS)MAX STAGEDEPTH (FT)POND1113_213.8850.6%0.780.703.78UD2113_226.9758.3%1.391.294.06POND3113_238.1753.9%1.631.474.35REDWOOD113_2452.7964.7%16.9616.475.79
≥≥ ≥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)11 XREFs: aerial[U], cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite[U], e-util, keymap, p-base, p-legal[U], p-utilPLOTTED: TUE 02/07/23 10:52:49P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS - REDWOODST-40132OF184 10-19-2022AMLMAWJMR02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.0SCALE: 1" =10102010'
DSDSDSDSDSDSDS DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDS AAAA
ΔΔΔΔΔΔTRICKLE CHANNEL PROFILEHORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 0'49474950495549604947495049554960TRICKLE CHANNEL 2 PROFILEHORIZONTAL SCALE: 1" = 5' 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 - PARK DETENTION POND PLAN.DWG LAYOUT: LAYOUT112 XREFs: cd - drainage map labelling[U], cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 10:53:11P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND PROFILE - PARKST-41133OF184 10-19-2022AMLMAWJMR02-06-2023PER 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.CONTRACTOR SHALL USE RCP, PVC, PP, OR HDPE PIPES FOR THE MAIN LINES, BUTSHALL NOTIFY THE JURISDICTIONAL UTILITY PROVIDER AND THE ENGINEER, PRIORTO INSTALLATION, FOR APPROVAL. REGARDLESS OF PIPE MATERIAL, ALL STORMSEWER SHALL UTILIZE WATER-TIGHT JOINTS.7.FOR ALL NON-CONCENTRIC MANHOLES, MANHOLE RINGS/COVERS AND STEPS LIDSSHALL BE ROTATED AS SHOWN IN PLAN VIEW.8.ALL TYPE C & D INLETS SHALL HAVE CLOSE MESH GRATES.9.ALL LATERAL PIPE-TO-PIPE CONNECTIONS SHALL BE MADE USING KOR-N-TEECONNECTORS OR ENGINEER APPROVED EQUIVALENT.10.CONTRACTOR SHALL ADJUST ALL EXISTING RIM ELEVATIONS TO MATCH THEPROPOSED GRADE.11.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.12.CONTRACTOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS, DESIGNED BY ALICENSED ENGINEER, DETAILING THE STRUCTURAL DESIGN OF ALL PONDIMPROVEMENTS (FOREBAY, ENERGY DISSIPATING BAFFLES, OUTLET STRUCTURE,ETC.) FOR REVIEW AND APPROVAL BY ENGINEER, OWNER, AND CITY/COUNTY PRIORTO INSTALLATION.13.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.14.ALL SEWER LINES TO BE INSPECTED BY THE CITY OF FORT COLLINS.15.WHERE REQUIRED, UTILITY CROSSINGS SHALL BE ENCASED PER CITY OF FORTCOLLINS STANDARDS. SEE FORT COLLINS STANDARDS FOR DETAILS.DETENTION POND SUMMARY TABLEPOND IDSWMMBASIN IDAREA(AC)IMPERVIOUSNESS(%)ALOWABLE RELEASERATE (CFS)MODELED PEAKDISCHARGE (CFS)MAX STAGEDEPTH (FT)POND1113_213.8850.6%0.780.703.78UD2113_226.9758.3%1.391.294.06POND3113_238.1753.9%1.631.474.35REDWOOD113_2452.7964.7%16.9616.475.79
≥≥ ≥CCAABBSECTION C-CSECTION A-ASECTION B-BWELL SCREENFLOW CONTROL PLATEPLANGENERAL NOTESSECTION D-DDDAAABBREVIATIONSLEGENDSHEET 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: LAYOUT212 XREFs: cd - drainage map labelling[U], cd - storm notes, dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 10:53:48P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODDETENTION POND DETAILS - PARKST-42135OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 DRNORTHFIELDDEVELOPMENT
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSBBAASHEET 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: UD2 PLAN VIEW10 XREFs: cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:54:08P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODUD2 PLANST-43136OF184 10-19-2022AMLMAWJMR02-06-2023PER 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
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: 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 02/07/23 10:54:10P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODUD2 ADS DETAILSST-44137OF184 10-19-2022AMLMAWJMR02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
AABBSHEET 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: RAIN GARDEN DETAILS12 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 10:54:25P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODRAIN GARDEN DETAILSST-45ST-45OF184 10-19-2022AMLMAWJMR02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS.2.PRE-CONSTRUCTION2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES.2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTIONCHECKLISTS".3.DURING CONSTRUCTION:3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURECOMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANYSOURCE FROM ENTERING THE BIORETENTION SYSTEM.4.GEOTEXTILE LINERS:4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OFCROSS-SECTION OF THE BIORETENTION CELL.4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALLSEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNEDSPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18",OR PER MANUFACTURER'S SPECIFICATION.4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL ANDSETTLING WITHOUT TEARING THE LINER.5.AGGREGATES AND BSM:5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES.5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUNDAT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/NOTES:12" MAX1MAXIMUM ALLOWABLEPONDING DEPTH IS 12" FROMTHE TOP OF THE MULCH4 MAXPONDING DEPTH MUST NOTEXCEED FLOWLINE ELEVATIONOF ADJACENT GUTTER8" MIN DEPTH THICKENED CURBADJACENT TO VEHICULARPAVEMENTSOVERFLOW RISEROPTION (AS PERPLAN)8" MIN DEPTHTHICKENED CURBADJACENT TOVEHICULARPAVEMENTSSTANDARD CROSS-SECTION12WALLED CROSS-SECTIONPONDING DEPTH MUST NOTEXCEED FLOWLINE ELEVATIONOF ADJACENT GUTTER18" MIN4"12" MAX30" MIN36" MIN BASIN WIDTHCOVER PLATE8"SIDEWALK CHASE18" MINOVERFLOW RISER OPTION (ASPER PLAN)REINFORCED CONCRETEWALLS (AS PER PLAN)4" MIN DEPTH OF DIAPHRAGMAGGREGATE8" MIN DEPTH OFRESERVOIR AGGREGATE18" MIN DEPTH OF BIORETENTIONSAND MEDIAMAXIMUM ALLOWABLEPONDING DEPTH IS 12" FROMTHE SURFACE OF THE MULCH4" MIN DIAMETER PERFORATEDPVC UNDERDRAIN6.UNDERDRAIN:6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS.6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE,TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.7.OVERFLOW INLET:7.1.A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED.7.2.ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE, OR PER PLAN.7.3.IN ALL CASES, AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS (THIS MAY BE COINCIDENT WITH THE 100-YEAR OVERFLOW SPILLWAY).8.CLEANOUTS:8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS.8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED.9.FOREBAY:9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.10.LANDSCAPE MATERIALS10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE.10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE.10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS.10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.2" MIN8" MIN4"FLATFOREBAY IS REQUIRED TO BEPLACED AT CONCENTRATEDINFLOW LOCATIONS; PER PLANSAND SITE SPECIFIC DETAILSLANDSCAPING TO BEINSTALLED PER APPROVEDLANDSCAPING PLAN6"-12"4" MIN DEPTH OF DIAPHRAGMAGGREGATE8" MIN DEPTH OFRESERVOIR AGGREGATE8" MIN4" MIN DIAMETERPERFORATED PVCUNDERDRAIN2" MIN30" MINGEOTEXTILE FABRIC ORLINER (AS PER PLAN)18" MIN DEPTH OFBIORETENTION SAND MEDIANATIVE SOILZONERUNDOWN OR SCOURPROTECTION NEEDED ONSLOPES8"FLAT AREA - SEE DESIGN PLANSFOR EXTENTS OF BIORETENTIONFLAT SURFACESKEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
DSLID1 PROFILEHORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 3'4950495549604965497049504955496049654970SHEET 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\DRAINAGE\CD - LID1 PLAN.DWG LAYOUT: LID1 PLAN VIEW9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:54:40P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID1 PLANST-46139OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 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: LID1 ADS DETAILS9 XREFs: dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:54:40P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID1 ADS DETAILSST-47140OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 - LID3 PLAN.DWG LAYOUT: LID3 PLAN VIEW10 XREFs: cd - drainage map labelling[U], dhi_logo, e-base, e-legal, e-offsite, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 10:54:54P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID3 PLANST-48141OF184 10-19-2022AMLMAWJMR02-06-2023PER 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 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: LID3 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 02/07/23 10:54:54P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLID3 ADS DETAILSST-49142OF184 10-19-2022AMLMAWJMR02-06-2023PER 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: STORMDETAIL112 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 10:54:57P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILSST-50ST-50OF184 10-19-2022AMLMAWJMR02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
AABBAASHEET 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: STORMDETAIL212 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 10:54:59P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILSST-51ST-51OF184 10-19-2022AMLMAWJMR02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.EEFFPLANEND VIEWFPLANFSEE FIGURE 1 OF AASHTOM 206 FOR ACTUAL SIZESSECTION F-FEND VIEW3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,MILD STEE, ASTM A 307. ROD LUG SHALL BE COATEDWITH COAL - TAR EPOXY PAINT OR APPROVED EQUAL.3/4 IN. "CANOPY" TYPE ROD LUG, ORAPPROVED, EQUAL-+60°Max. 30 Min.°PIPEDIAMETERF18 IN. - 30 IN.36 IN. - 42 IN.48 IN. - 60 IN.72 IN. - 84 IN.5 IN.6 IN.7 IN.9 IN.CONCRETE JOINTFASTENERLOCATION OF 1''DIA. HOLESEND SECTION FOR REINFORCED CONCRETECIRCULAR PIPEEND SECTION FOR REINFORCEDCONCRETE ELLIPTICAL PIPEEND SECTION FOR REINFORCEDCONCRETE ARCH PIPEDIMENSIONSABCDEPIPEI.D.IN.12151824303642485460725 1/2711 1/21217182428273634 1/2232626435360617065587549474854433736283540217273749796979798100989624293648607178849096108IN.IN.IN.IN.IN.SECTION F-F2430364248546030384553606876192429343843488 1/29 1/211 1/815 3/42125 1/23039546060606060331824363636367272849696969648607278849096(INCHES)EQUIVALENTCIRCULARDIAM. (IN.)NOMINAL (IN.)DIMENSIONSSPANRISEABCDE2430364854DIAM. (IN.)CIRCULAREQUIVALENT4260729696969696(INCHES)968 1/29 1/211 1/825 1/2ADIMENSIONS15 3/4RISESPAN3021NOMINAL (IN.)CB606060605060393636363646353378909684D607248E2936435058657286182227313640443112099396072PLANSECTION X-XGENERAL NOTES:END VIEW1.REVISED CDOH M-603-102.CONCRETE END SECTIONS ARE TO BE FURNISHED WITHTOUGE OR GROOVE AS REQUIRED.3.INSIDE CONFIGURATION AND JOINT OF CONCRETE ENDSECTION AND PIPE SHALL MATCH.4.CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS,SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEETOF THE OUTLET END OF THE ARE MECHANICALLY LOCKEDTOGETHER. END SECTION LENGHTS, WHEN USED, WILL BEINCLUDED IN THE 15 L.F. REQUIRED.EBCADRISESPANSPANRISEADEEDADIA.BCE3''F2' - 5''F5''5''2' - 7''3''4/7/11I:\StmWtr\Criteria Manual\D43.dwg
DATE DRAWN:3/3/05D43.dwgT. COXDRAWN BY:CAD FILE NAME:DETAIL
AABBAAAABBAASHEET 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: STORMDETAIL312 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 10:55:04P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILSST-52ST-52OF184 10-19-2022AMLMAWJMR02-06-2023PER 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:DETAIL
49504955496049654950495549604965DSDSDSDS
DS
DSDSDSDSDSDS
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: STORM DETAILS 15 XREFs: cd-dhic logo, cd-stamp, p-base, p-storm, p-utilPLOTTED: TUE 02/07/23 10:55:26P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILSST-53146OF184 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N CUTOFF WALL PLANSCALE 1"=20'CUTOFF WALL PROFILEHORIZONTAL SCALE 1"=20'VERTICAL SCALE 1'=2'
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: STORM DETAILS 25 XREFs: cd-dhic logo, cd-stamp, p-base, p-storm, p-utilPLOTTED: TUE 02/07/23 10:55:58P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTORM DETAILSST-54147OF184 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N CLAY CUTOFF WALL DETAIL (LINE A2)SCALE 1"=2'CLAY CUTOFF WALL ALONG A2SCALE 1"=10'CLAY CUTOFF WALL ALONG A2SCALE 1"=10'CLAY CUTOFF WALL ALONG A2SCALE 1"=10'
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
DS
EVCH
A
R
G
I
NGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSD
SD
S DS DSDSDS
DSDSDSDSDS
DSDSDS
DS
DS
DSDSDSDSDSDSDS DSDSDS DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS DS
DS DS
DS
DS
DS
DS
DSDS
DS
DS
DS DS
DS DS
DS
DS
DS DS DS
DS
DS DS
DSDSDSDSDSDS
DS
DS DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS
DS
D
S
DS
D
S
DSDSDSDS
DS
D
S
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS
DS
DS
DSDS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS RAMPRAMPRAMPRAMPRAMPE
V
C
H
A
R
G
I
N
GON
L
Y
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 02/07/23 10:58:52P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODROADWAY KEYMAPR-1148OF184 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER 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
DSDSDS DSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDS
DS
DS
DS
DSDSDSDS
DS
STEELY DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4957
4960
4964
4968
4957
4960
4964
4968
STEELY DRIVE E FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4957
4960
4964
4968
4957
4960
4964
4968
STEELY DRIVE W FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4957
4960
4964
4968
4957
4960
4964
4968
STEELY DRIVE E FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4957
4960
4964
4968
4957
4960
4964
4968
STEELY DRIVE W FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4957
4960
4964
4968
4957
4960
4964
4968
CURVE TABLE
CURVE #
C1
C2
LENGTH
39.27'
39.27'
RADIUS
25.00'
25.00'
DELTA
90.00°
90.00°
CHORD DIRECTION
S43° 15' 35"E
N46° 44' 25"E
CHORD LENGTH
35.36'
35.36'
START (N,E)
N: 136149.72, E: 198197.82
N: 136075.76, E: 198195.57
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\ROADWAY\CD - STEELEY DRIVE P&P.DWG LAYOUT: LAYOUT110 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 11:00:45P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-2
149 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET R-3MATCHLINE - SEE SHEET R-3MATCH - STATON 5+00MATCH - STATON 5+00MATCH - STATION 1+00MATCH - STATION 1+00MATCH - STATION 1+00MATCH - STATION 1+00
DSDSDSDSDSDSDSDSDSDSΔ
Δ
STEELY DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
STEELY DRIVE E FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
STEELY DRIVE W FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
CURVE TABLE
CURVE #
C3
C4
C5
C6
LENGTH
34.84'
36.06'
40.59'
43.63'
RADIUS
25.00'
25.00'
25.00'
25.00'
DELTA
79.84°
82.63°
93.02°
100.00°
CHORD DIRECTION
S7° 46' 07"W
S89° 00' 28"W
S82° 17' 34"E
N2° 18' 17"W
CHORD LENGTH
32.09'
33.01'
36.28'
38.30'
START (N,E)
N: 135867.00, E: 198190.27
N: 135816.82, E: 198233.76
N: 135876.60, E: 198227.19
N: 135820.44, E: 198287.58
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\ROADWAY\CD - STEELEY DRIVE P&P.DWG LAYOUT: LAYOUT210 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, keymap, p-base, p-legal, p-sanitary[U], p-utilPLOTTED: TUE 02/07/23 11:01:04P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PUBLIC ROADWAY PLAN & PROFILE - STEELY DRIVE R-3
150 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENTMATCHLINE -SEE SHEET R-2MATCHLINE - SEE SHEET R-2MATCH - STATON 5+00MATCH - STATON 5+00
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSΔ
Δ
LUPINE DR PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4958
4960
4964
4968
4958
4960
4964
4968
LUPINE DRIVE N FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4958
4960
4964
4968
4958
4960
4964
4968
LUPINE DRIVE S FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4958
4960
4964
4968
4958
4960
4964
4968
LUPINE DRIVE S FL (10) PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4958
4960
4964
4968
4958
4960
4964
4968
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C7
C8
LENGTH
49.56'
28.98'
29.81'
48.73'
28.98'
42.57'
40.22'
38.25'
RADIUS
25.00'
25.00'
25.00'
25.00'
25.00'
25.00'
25.33'
25.42'
DELTA
113.58°
66.42°
68.33°
111.67°
66.42°
97.57°
90.97°
86.22°
CHORD DIRECTION
S55° 03' 07"E
S34° 56' 53"W
N33° 59' 29"E
N56° 00' 31"W
N34° 56' 53"E
N47° 02' 37"W
S44° 30' 59"E
S45° 44' 30"W
CHORD LENGTH
41.83'
27.38'
28.08'
41.37'
27.38'
37.61'
36.13'
34.74'
START (N,E)
N: 136398.53, E: 198038.80
N: 136426.95, E: 198109.69
N: 136441.47, E: 198049.17
N: 136471.10, E: 198123.09
N: 136484.68, E: 198156.97
N: 136505.11, E: 198236.92
N: 136470.41, E: 198256.98
N: 136469.53, E: 198331.23
LUPINE DRIVE N FL (2) PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4958
4960
4964
4968
4958
4960
4964
4968
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\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 02/07/23 11:04:35P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PUBLIC ROADWAY PLAN & PROFILE - LUPINE DRIVE R-4
151 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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 R-5MATCHLINE - SEE SHEET R-5MATCH - STATON 6+00MATCH - STATON 6+00MATCH - STATION 0+91.87MATCH - STATION 0+91.87MATCH - STATION 0+91.87MATCH - STATION 0+91.87
DSDSDSDSDSDSDSDSDSDSDSDSDSDSRAMPLUPINE DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4952
4956
4960
4964
4952
4956
4960
4964
LUPINE DRIVE S FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4952
4956
4960
4964
4952
4956
4960
4964
LUPINE DRIVE N FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4952
4956
4960
4964
4952
4956
4960
4964
CURVE TABLE
CURVE #
C9
C10
C11
C12
C13
C14
LENGTH
38.14'
40.40'
40.40'
38.14'
38.14'
40.40'
RADIUS
25.00'
25.00'
25.00'
25.00'
25.00'
25.00'
DELTA
87.41°
92.59°
92.59°
87.41°
87.41°
92.59°
CHORD DIRECTION
S88° 36' 03"E
N1° 23' 57"E
S1° 23' 57"W
N88° 36' 03"W
S88° 36' 03"E
N1° 23' 57"E
CHORD LENGTH
34.55'
36.15'
36.15'
34.55'
34.55'
36.15'
START (N,E)
N: 136384.65, E: 198618.32
N: 136323.66, E: 198679.09
N: 136283.64, E: 198668.15
N: 136231.17, E: 198720.43
N: 136306.29, E: 198696.40
N: 136253.82, E: 198748.68
LUPINE DRIVE N FL (1) PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4952
4956
4960
4964
4952
4956
4960
4964
LUPINE DRIVE S FL (1) PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4952
4956
4960
4964
4952
4956
4960
4964
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\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 02/07/23 11:05:13P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PUBLIC ROADWAY PLAN & PROFILE - LUPINE DRIVE R-5
152 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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 R-4MATCHLINE - SEE SHEET R-4MATCH - STATON 6+00MATCH - STATON 6+00MATCH - STATION 9+56.31MATCH - STATION 9+56.31MATCH - STATION 9+14.99MATCH - STATION 9+14.99
DS
DS
DS
DS
DS
DS
DS
EV
CHAR
GI
N
G
DSDSDSDS
DS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS
D
S
D
S
EV
CHAR
GI
N
G
ONLY
Δ
Δ
BERGEN PARKWAY PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
BERGAN PARKWAY N FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
BERGAN PARKWAY S FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
BERGAN PARKWAY N FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
BERGAN PARKWAY S FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968 CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
LENGTH
13.05'
45.79'
39.27'
35.04'
36.03'
RADIUS
50.22'
25.00'
25.00'
25.00'
25.00'
DELTA
14.89°
104.94°
90.01°
80.31°
82.56°
CHORD DIRECTION
N84° 17' 00"E
S50° 44' 09"E
S46° 44' 26"W
N12° 23' 53"E
N69° 02' 25"W
CHORD LENGTH
13.02'
39.65'
35.36'
32.24'
32.99'
START (N,E)
N: 135734.52, E: 197576.01
N: 135735.82, E: 197588.97
N: 135738.68, E: 197669.54
N: 135883.86, E: 198066.55
N: 135913.01, E: 198121.90
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\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 02/07/23 11:07:57P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PUBLIC ROADWAY PLAN & PROFILE - BERGEN PARKWAY R-6
153 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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 FORCONSTRUCTIONMATCH - STATON 2+37.19MATCH - STATON 2+37.19MATCH - STATON 2+37.19MATCH - STATON 2+37.19
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSCOMRIE DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
COMRIE DRIVE N FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
COMRIE DRIVE S FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
LENGTH
42.57'
28.98'
38.90'
39.64'
39.27'
39.27'
RADIUS
25.00'
25.00'
25.00'
25.00'
25.00'
25.00'
DELTA
97.57°
66.42°
89.16°
90.84°
90.00°
90.00°
CHORD DIRECTION
S47° 02' 37"E
S34° 56' 53"W
N46° 19' 14"E
S43° 40' 46"E
N45° 54' 03"E
N44° 05' 57"W
CHORD LENGTH
37.61'
27.38'
35.10'
35.61'
35.36'
35.36'
START (N,E)
N: 136530.74, E: 198209.39
N: 136507.13, E: 198172.66
N: 136557.31, E: 198210.20
N: 136631.29, E: 198212.45
N: 136715.24, E: 198288.03
N: 136714.08, E: 198362.02
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\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 02/07/23 11:12:41P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-7
154 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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 NORTHFIELDDEVELOPMENTMATCH LINE - SEE SHEET R-8
PRELIMINARYNOT FORCONSTRUCTIONMATCH - STATION 4+00MATCH LINE - SEE SHEET R-8MATCH - STATION 4+00
DS
DS
DS DS
DS
DS
DSDS
DS
DS DSDS
DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS DS
DSRAMPRAMPRAMPRAMP
COMRIE DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4957
4960
4964
4968
4957
4960
4964
4968
COMRIE DRIVE N FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
COMRIE DRIVE S FL PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4956
4960
4964
4968
4956
4960
4964
4968
CURVE TABLE
CURVE #
C6
C7
C8
LENGTH
39.27'
23.56'
23.50'
RADIUS
25.00'
15.00'
15.00'
DELTA
90.00°
90.00°
89.74°
CHORD DIRECTION
N44° 05' 57"W
N45° 54' 03"E
N43° 58' 17"W
CHORD LENGTH
35.36'
21.21'
21.17'
START (N,E)
N: 136714.08, E: 198362.02
N: 136709.44, E: 198657.19
N: 136708.53, E: 198711.11
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\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 02/07/23 11:13:11P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVE R-8
155 OF 184
10-19-2022
TEH
MSM
EDL
02-06-2023 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 NORTHFIELDDEVELOPMENTMATCH LINE
-
S
E
E
S
H
E
E
T
R-9
PRELIMINARYNOT FORCONSTRUCTIONMATCH LINE - SEE SHEET R-9MATCH LINE - SEE SHEET R-7MATCH LINE - SEE SHEET R-7MATCH - STATION 4+00MATCH - STATION 4+00MATCH - STATION 10+00MATCH - STATION 10+00
DSDSDSDSDS
DSDSDSDSDSDS DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSCOMRIE DRIVE PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE DRIVE N FL PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 4'49564960496449684956496049644968COMRIE DRIVE S FL 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 02/07/23 11:13:40P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODPRIVATE ROADWAY PLAN & PROFILE - COMRIE DRIVER-9156OF184 10-19-2022TEHMSMEDL02-06-2023PER 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+00MATCH - STATION 10+00
RAMPRAMPRAMPRAMPΔ Δ Δ
SMILEY DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\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 02/07/23 11:17:14P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - SMILEY DRIVE R-10
157 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
RAMPCOUTTS DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\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 02/07/23 11:17:19P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - COUTTS DRIVE R-11
158 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
PATTON COURT PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\ROADWAY\CD - SMILEY DRIVE - OGDEN LANE P&P.DWG LAYOUT: LAYOUT39 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-util, keymap, p-base, p-legal, p-utilPLOTTED: TUE 02/07/23 11:17:27P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - PATTON COURT R-12
159 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
RAMPRAMPΔ
OGDEN LANE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\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 02/07/23 11:17:34P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - OGDEN LANE R-13
160 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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 FORCONSTRUCTION
BRATCHER LANE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 02/07/23 11:20:36P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - BRATCHER LANE R-14
161 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
Δ
KRICK DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT2NO XREFsPLOTTED: TUE 02/07/23 11:20:43P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - KRICK DRIVE R-15
162 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
MEYER COURT PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT3NO XREFsPLOTTED: TUE 02/07/23 11:20:50P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - MEYER COURT R-16
163 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
EV
CHARG
I
N
G
EV
CHAR
G
I
N
G
ONLY
Δ
GRAHAM DRIVE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
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\ROADWAY\CD - BRATCHER LANE - GRAHAM DRIVE P&P.DWG LAYOUT: LAYOUT4NO XREFsPLOTTED: TUE 02/07/23 11:20:57P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - GRAHAM DRIVE R-17
164 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
RAMPRAMPPRIVATE ALLEY G PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 02/07/23 11:24:31P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - ALLEY G R-18
165 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
PRIVATE ALLEY H PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT2NO XREFsPLOTTED: TUE 02/07/23 11:24:39P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - ALLEY H R-19
166 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
PRIVATE ALLEY J PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT3NO XREFsPLOTTED: TUE 02/07/23 11:24:44P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - ALLEY J R-20
167 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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'PRELIMINARYNOT FORCONSTRUCTIONKEY MAP
SCALE 1" = 500'REDWOOD STSUNIGA DR NORTHFIELDDEVELOPMENT
CARTER LANE PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
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\ROADWAY\CD - PRIVATE ALLEYS G-K P&P.DWG LAYOUT: LAYOUT4NO XREFsPLOTTED: TUE 02/07/23 11:24:51P BY: RACHEL PATTON201013
ENCLAVE AT REDWOOD
PRIVATE ALLEY PLAN & PROFILE - CARTER LANE R-21
168 OF 184
10-19-2022
TEH
TEH
TEH
02-06-2023 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 FORCONSTRUCTION
DSDSDSW STEELEY DR & LUPINE DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'4958495949604961496249634964496549584959496049614962496349644965E STEELEY & LUPINE 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 02/07/23 11:28:54P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODINTERSECTION DESIGN PLANR-22169OF18410-19-2022BMWRCPBMW02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N
N BERGAN PKWY & STEELEY DR CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'49584959496049614962496349644965496649674958495949604961496249634964496549664967S BERGAN PKWY & STEELEY 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 02/07/23 11:29:03P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODINTERSECTION DESIGN PLANR-23170OF18410-19-2022BMWRCPBMW02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSN BERGAN & REDWOOD CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'4959496049614962496349594960496149624963S BERGAN & REDWOOD CURB RETURN PROFILEHORIZONTAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 1'49584959496049614962496349644958495949604961496249634964KEY 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 02/07/23 11:29:09P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODINTERSECTION DESIGN PLANR-24171OF18410-19-2022BMWRCPBMW02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS
DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS
DS DSDSDSDS
DSDSDSDSDSDSDSDSDSRAMPSHEET 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 02/07/23 11:31:51P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLUPINE DRIVE CROSS SECTIONSR-25172OF184 10-19-2022BMWRCPBMW02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =30306030'LUPINE DRIVE CROSS-SECTIONS PLANSCALE: 1" = 30'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DS
DS
DS
DS
DS
DS
DS
EV
CHAR
GI
N
G
DSDSDS
DSDSDSDSDS
DSDSDSDS
DS DSDSDSDS
DS
D
S
D
S
D
S
DS DS DS DSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
EV
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 02/07/23 11:33:55P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSTEELEY DRIVE CROSS SECTIONSR-26173OF184 ####BMWRCPBMW########################################################NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.0SCALE: 1" =30306030'STEELEY DRIVE CROSS-SECTIONS PLANSCALE: 1" = 30'KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DS
D
S
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
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 - BERGEN PKWY CROSS-SECTIONS.DWG LAYOUT: LAYOUT1NO XREFsPLOTTED: TUE 02/07/23 11:35:59P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODBERGEN PARKWAY CROSS SECTIONSR-27174OF184 ####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 FORC
O
N
S
T
R
U
C
T
I
O
N
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 - LUPINE DRIVE ALTERNATE ACCESS.DWG LAYOUT: LAYOUT111 XREFs: cd-dhic logo, cd-stamp, e-base, e-legal, e-offsite, e-util, keymap, p-base-alt-access, p-base[U], p-legal, p-utilPLOTTED: TUE 02/07/23 11:36:52P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODLUPINE DRIVE ALTERNATIVE ACCESS PLANR-28175OF184 10-19-2022TEHMSMEDL02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDS
D
S
DS
DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSD
S
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDS RAMPRAMPRAMPRAMPKKN NKK
L L
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: LAYOUT113 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 11:37:42P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODPAVING PLANR-29176OF184 10-19-2022TLWRCPTLW02-06-2023PER 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-30MATCHLINE - SEE SHEETR-31KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
DSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS DSDSDSDS
DS
DSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
S
D
S
D
S
DSD
S
D
S
D
S
D
SDSDS
D
S
D
S
D
S
D
S
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDS
DSDS DSDS
DS
DSDSDSDS
DS DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSRAMPMM
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: LAYOUT213 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 11:38:01P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODPAVING PLANR-30177OF184 10-19-2022TLWRCPTLW02-06-2023PER 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-29MATCHLINE - SEE SHEET R-31PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N
KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENT
DSDSD
SDSD
S DSD
S
EV
CHA
R
G
INGDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDSEVC
HARG
I
N
G
O
N
L
YLL
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: LAYOUT313 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 11:38:23P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODPAVING PLANR-31178OF184 10-19-2022TLWRCPTLW02-06-2023PER 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-32
MATCHLINE - SEE SHEET R-29KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTPRELIMINARYNOT FORCONSTRUCTION
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSLLSHEET 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: LAYOUT413 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-sanitary[U], p-utilPLOTTED: TUE 02/07/23 11:38:43P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODPAVING PLANR-32179OF184 10-19-2022TLWRCPTLW02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET
R-31
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DS
DSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
DSDSD
S
DS
DSDSDSDSDSDS
DS DSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDS RAMPRAMPRAMPRAMPR1-1STOP(30")(12"x18")R7-1(L)LANEFIREPR7-1(12"x18")LANEFIREP(12"x18")R7-1(R)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")LANEFIREPR7-1(12"x18")LANEFIREPR1-1STOP(30")R1-1STOP(30")R1-1STOP(30")R1-1STOP(30")R1-1STOP(30")R1-1STOP(30")R1-1STOP(30")R7-1(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")R1-1STOP(30")D3-1KRICK DRD3-1LUPINE DRD3-1MEYER CTD3-1LUPINE DRD3-1STEELY DRD3-1LUPINE DRD3-1BRATCHER LND3-1LUPINE DRD3-1COMRIE DRD3-1LUPINE DRD3-1OGDEN LND3-1COMRIE DRD3-1SMILEY DRD3-1COMRIE DRD3-1SMILEY DRD3-1COMRIE DRD3-1COMRIE DRD3-1LUPINE DRD3-1COUTTS DRD3-1LUPINE DRD3-1PATTON CTD3-1LUPINE 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: LAYOUT112 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, p-waterPLOTTED: TUE 02/07/23 11:39:03P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-33180OF184 10-19-2022TLWRCPTLW02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N
XFMR
DSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDS
DS DSDSDSDS
DS
DSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
S
D
S
D
S
D
S
D
S
D
S
DSD
S
D
S
D
S
D
S
D
S
DSD
S
D
S
D
S
D
S
D
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DSDS DSDS
DS
DSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
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")LANEFIREPD3-1OGDEN LND3-1COMRIE DRD3-1COUTTS DRD3-1COMRIE DRD3-1COUTTS DRD3-1SMILEY 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: LAYOUT212 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, p-waterPLOTTED: TUE 02/07/23 11:39:08P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-34181OF184 10-19-2022TLWRCPTLW02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N
KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTXFMR
D
S
D
S
D
S
D
SDS D
S
DSE
V
C
H
A
RG
I
N
GDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
DSDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
DS
DS
DS
DS
DS
DS DS
DS DS
DSDSDS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DSDSDSDSDSDSDSDSDS
DS
DS
DSDSDSDSDS
E
VCH
A
R
G
INGON
L
Y RESERVEDPARKINGVANACCESSIBLER7-8(12"x18")R7-8a(12"x6")R7-1(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")R1-1STOP(30")R1-1STOP(30")R1-1STOP(30")R7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPR7-1(12"x18")LANEFIREPD3-1GRAHAM DRD3-1STEELY DRD3-1BERGEN PKWYD3-1STEELY DRD3-1KRICK DRD3-1BERGEN PKWYD3-1BRATCHER LND3-1STEELY 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: LAYOUT312 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, p-waterPLOTTED: TUE 02/07/23 11:39:15P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-35182OF184 10-19-2022TLWRCPTLW02-06-2023PER 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 FORC
O
N
S
T
R
U
C
T
I
O
N
XFMR
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSR7-1(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")D3-1CARTER LND3-1BERGEN PKWYD3-1BERGEN PKWYD3-1REDWOOD STD3-1GRAHAM DRD3-1CARTER LNSHEET 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: LAYOUT412 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, p-waterPLOTTED: TUE 02/07/23 11:39:20P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODSIGNAGE & STRIPING PLANR-36183OF184 10-19-2022TLWRCPTLW02-06-2023PER 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
O
N
S
T
R
U
C
T
I
O
N
KEY MAPSCALE 1" = 500'REDWOOD ST
SUNIGA DRNORTHFIELDDEVELOPMENTMATCHLINE - SEE SHEET
R-35
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 02/07/23 11:39:29P BY: RACHEL PATTON
201013ENCLAVE AT REDWOODROADWAY DETAILSR-37184OF184 10-19-2022<DESIGNER><REVIEWER><DRAWN>02-06-2023PER CITY OF FORT COLLINS COMMENTS NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.PRELIMINARYNOT FORC
O
N
S
T
R
U
C
T
I
O
N