HomeMy WebLinkAboutENCLAVE AT REDWOOD - FDP220014 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)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
STORM LINE NA PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
VERTICAL SCALE: 1" = 4'
STORM LINE NB PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
STORM LINE NE-1 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'
STORM LINE NE-2 PROFILE
HORIZONTAL SCALE: 1" = 40'
VERTICAL SCALE: 1" = 4'DSDSDSDSDSDSDSDSDSDS
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SHEET NUMBER
ISSUE DATE:
DATE REVISION COMMENTS
DESIGNED BY:
CHECKED BY:
DRAWN BY:
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
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, Neymap, 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 NORTHFIELDDEVELOPMENT35(/,0,1$5<127 )25C21675
8C7,2
1
GENERAL 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.
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
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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
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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
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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
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SHEET NUMBERISSUE DATE:DATEREVISION COMMENTSDESIGNED BY:CHECKED BY:DRAWN BY:PROJECT #:1120 Lincoln Street, Suite 1000Denver, Colorado 80203P: 303.623.6300 F: 303.623.6311HarrisKocherSmith.comKnow what's below.Call before you dig.®FILEPATH: K:\201013\ENGINEERING\ROADWAY\CD - 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
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SHEET NUMBERISSUE DATE:DATEREVISION COMMENTSDESIGNED BY:CHECKED BY:DRAWN BY:PROJECT #:1120 Lincoln Street, Suite 1000Denver, Colorado 80203P: 303.623.6300 F: 303.623.6311HarrisKocherSmith.comKnow what's below.Call before you dig.®FILEPATH: K:\201013\ENGINEERING\ROADWAY\CD - 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
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