HomeMy WebLinkAboutFCLWD GOLDEN CURRANT WATER LINE - SPA200002 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS1" = N/A
1" = N/A
D:\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CX.XX_COVER SHEET.DWG
CX.XX_COVER SHEET
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CS01
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
VICINITY MAP
PROJECT TEAM
1" = 500'
PROJECT
SITE
GOLDEN CURRANT WATER LINE
FORT COLLINS LOVELAND WATER DISTRICT, LARIMER COUNTY, COLORADO.
PUBLIC IMPROVEMENT CONSTRUCTION PLANS
CIVIL ENGINEER
CIVILWORX, LLC
4025 AUTOMATION WAY, SUITE B2
FORT COLLINS, CO 80525
OFFICE PHONE: 970-698-6046
CONTACT: AUSTIN SNOW, PE
CELL PHONE: 970-825-9740
OWNER
FORT COLLINS LOVELAND WATER DISTRICT
5150 SNEAD DRIVE
FORT COLLINS, CO 80525
OFFICE PHONE 970-226-3104
CONTACT: CHRIS PLETCHER, PE
CELL PHONE: 970-218-5546
SURVEYOR
WASHBURN LAND SURVEYING, LLC
4025 AUTOMATION WAY SUITE C4 SOUTH
FORT COLLINS, CO 80526
1" = N/A
1" = N/A
D:\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\GN.XX_GENERAL NOTES.DWG
GN.XX_GENERAL NOTES
## ##
GN01
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1" = N/A
9/11/2020 8:37:37 AM
D:\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\GN.XX_GENERAL NOTES.DWG
GN.XX_GENERAL NOTES
## ##
GN01
GENERAL NOTES
LARIMER COUNTY URBAN AREA ROAD STANDARDS - GENERAL NOTES (4/1/2017)
("DEVELOPER" SHALL REFER TO THE GENERAL CONTRACTOR FOR FORT COLLINS LOVELAND
WATER DISTRICT)
GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the
standards and specifications set forth in the Larimer County Urban Area Street Standards and
applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be
inspected and approved by the Local Entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless
specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date
of approval by the Local Entity Engineer. Use of these plans after the expiration date will require a
new review and approval process by the Local Entity prior to commencement of any work shown in
these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm
responsibility to the Local Entity, as beneficiary of said engineer's work, for any errors and omissions
contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve
the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted
GOLDEN CURRANT BLVD
S OVERLAND TRAIL
REMOVE AND REPLACE EXISTING ASPHALT FOR
ABANDONMENT OF EXISTING 16" WL
SEE SHEET AB01
WOODROSE CT
WHEATGRASS CT
W PROSPECT RD
BANYAN DR
S OVERLAND TRAIL
REMOVE AND REPLACE
EXISTING CONCRETE PAN
REMOVE AND REPLACE
EXISTING CONCRETE TRAIL
REMOVE AND REPLACE
EXISTING GRASS / SOD
REMOVE AND REPLACE
EXISTING CONCRETE SIDEWALK
REMOVE AND REPLACE
EXISTING CONCRETE SIDEWALK
REMOVE AND REPLACE
EXISTING CONCRETE
CURB AND GUTTER
REMOVE AND REPLACE
EXISTING CONCRETE
CURB AND GUTTER
REMOVE AND REPLACE
CONCRETE CROSSPAN
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING ASPHALT
REMOVE AND REPLACE
EXISTING FENCE
REMOVE AND REPLACE
EXISTING STORM PIPE
REMOVE AND REPLACE
EXISTING TREE
REMOVE AND REPLACE
EXISTING TREES
REMOVE AND REPLACE EXISTING ASPHALT FOR
ABANDONMENT OF EXISTING 16" WL
SEE SHEET AB01
PROPOSED 20"
FCLWD WATER LINE
1" = 30'
N/A
RM01
0 30' 60'
SCALE: 1" = 30'
15'
DEMOLITION AND REMOVALS PLAN
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
PROPOSED PIPE ALIGNMENT LIES WITHIN EXTENTS OF ACCESS ROAD IN THIS AREA
ACCESS ROAD TO BE EXCAVATED AND REPAIRED FOR PIPE INSTALLATION AS NECESSARY
SPRUCE DR
SPRUCE DR
REMOVE AND REPLACE
EXISTING TREE
1" = 30'
N/A
RM02
DEMOLITION AND REMOVALS PLAN
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CURB, GUTTER, SIDEWALK, AND CONCRETE
PANS SHALL BE REMOVED TO THE NEAREST
JOINT.
4. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING
0 100' 200'
SCALE: 1" = 100'
50'
N
CITY OF FORT COLLINS
MAXWELL NATURAL AREA
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
CITY OF FORT COLLINS
WATER TANK
FCLWD WATER TANKS
TREES TO
BE PROTECTED
PROPOSED FCLWD 20" WATERLINE
PROPOSED FCLWD 20" WATERLINE
FCLWD TANK ACCESS ROAD
DIXON CANAL AND
ACCESS ROAD CROSSING
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
EROSION CONTROL PLAN
EC01
N/A
1" = 100'
5
GOLDEN CURRANT BLVD
CATALPA CT
CITY OF FORT COLLINS TANK
ACCESS ROAD
CONSTRUCTION DISTURBANCE MUST BE
CONTAINED WITHIN THE 50'
CONSTRUCTION EASEMENT. ACCESS TO
THE TANK TO BE MAINTAINED AT ALL
TIMES.
0 100' 200'
SCALE: 1" = 100'
50'
N
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
PROPOSED FCLWD 20" WATERLINE
PONDS AT OVERLAND TRAIL
DETENTION POND
BANYAN DRIVE
WEST PROSPECT ROAD
OVERLAND TRAIL
GOLDEN CURRANT BLVD.
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
EROSION CONTROL PLAN
EC02
N/A
1" = 100'
6
BANYAN DRIVE
REEDGRASS CT.
HONEYSUCKLE CT.
GOLDEN CURRANT CT.
1. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE FIELD CONDITIONS ARE AS
SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE
CONTRACTOR SHALL CONTACT THE
ENGINEER.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
NECESSARY TEMPORARY RE-VEGETATION
DURING CONSTRUCTION AND THROUGH
SUBSTANTIAL COMPLETION.
0 180' 360'
SCALE: 1" = 180'
90'
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
OVERALL UTILITY PLAN
UT01
N/A
1" = 180'
7
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
0 100' 200'
SCALE: 1" = 100'
50'
N
CITY OF FORT COLLINS
MAXWELL NATURAL AREA
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
CITY OF FORT COLLINS
WATER TANK
FCLWD WATER TANKS
TREES TO BE PROTECTED
EXISTING COFC 24" WATERLINE
PROPOSED FCLWD 20" WATERLINE
EXISTING FCLWD 16" WATERLINE
(TO BE ABANDONED,
SEE SHEET AB01)
PROPOSED FCLWD 20" WATERLINE
EXISTING COFC 24" WATERLINE
OVERHEAD ELECTRIC LINES
FCLWD TANK ACCESS ROAD
DIXON CANAL AND
ACCESS ROAD CROSSING
EXISTING FCLWD 8" WATERLINE
(TO BE ABANDONED, SEE SHEET AB01)
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
UTILITY PLAN
UT02
N/A
1" = 100'
8
GOLDEN CURRANT BLVD
20"X8" TEE
0 100' 200'
SCALE: 1" = 100'
50'
N
PONDS AT OVERLAND TRAIL
HOA OPEN SPACE
PROPOSED FCLWD 20" WATERLINE
EXISTING COFC 24" WATERLINE
20' EASEMENT
PONDS AT OVERLAND TRAIL
DETENTION POND
PROPOSED FCLWD 20" WATERLINE
BANYAN DRIVE
WEST PROSPECT ROAD
OVERLAND TRAIL
GOLDEN CURRANT BLVD.
EXISTING FCLWD 36"
TRANSMISSION MAIN
EXISTING FCLWD 20"
TRANSMISSION MAIN
EXISTING FCLWD 16" WATERLINE
(TO BE ABANDONED SEE SHEET AB01)
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
UTILITY PLAN
UT03
N/A
1" = 100'
9
20" x 0.75" CC SADDLE FOR
0.75" PEX-A SERVICE LINE
REPLACE METER PIT
BANYAN DRIVE
REEDGRASS CT.
0 150' 300'
SCALE: 1" = 150'
75'
N
BANYAN DRIVE
OVERLAND TRAIL
GOLDEN CURRANT BLVD.
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
OVERALL SHEET INDEX
OA01
N/A
1" = 100'
10
SEE SHEET WT01
SEE SHEET WT02
SEE SHEET WT03
SEE SHEET WT04
SEE SHEET
WT05
SEE SHEET WT06
SEE SHEET
WT07
WOODROSE
W PROSPECT RD
BANYAN DR
S OVERLAND TRAIL
BANYAN DR
8" FCLWD WATER LINE
TO BE ABANDONED
EXISTING COFC
STORM SEWER
EXISTING COFC
STORM SEWER
EXISTING COFC
STORM SEWER
EXISTING COFC 24" WATER LINE
STA: 18+19.52
11.25° BEND
N. 1450297.56
E. 3101785.05
STA: 17+85.90
11.25° BEND
N. 1450291.42
E. 3101818.11
STA: 17+05.51
22.5° AND
45° BENDS
N. 1450293.72
E. 3101898.46
STA: 16+69.31
11.25° BEND
N. 1450328.86
E. 3101907.12
STA: 15+34.91
90° BEND
N. 1450452.15
E. 3101960.65
STA: 13+28.69
11.25° AND
22.5° BENDS
N. 1450375.25
E. 3102151.99
STA: 12+25.45
22.5° BEND
N. 1450393.61
E. 3102253.58
STA: 11+59.44
11.25° AND
22.5° BENDS
N. 1450432.05
E. 3102307.25
STA: 11+55.15
AIR/VACUUM VALVE
N. 1450432.00
E. 3102311.54
STA: 15+16.91
BLOWOFF
N. 1450445.44
E. 3101977.35
STA 10+00.00
BEGIN CONSTRUCTION
CUT IN 36"x20" TEE
18+00
19+00
22+00 21+00 20+00
25+00 24+00 23+00
BANYAN DR
PROPOSED 3/4" - PEX-A
WATER SERVICE
111 FT
8" FCLWD WATER LINE
TO BE ABANDONED
REPLACE METER PIT
CUT AND REPAIR
GRAVEL ROAD
OHE CROSSING
EXISTING 24" COFC WATERLINE
STA: 18+19.52
11.25° BEND
N. 1450297.56
E. 3101785.05
STA: 17+85.90
11.25° BEND
N. 1450291.42
E. 3101818.11
STA: 24+03.94
3
4" PEX-A SERVICE CONNECTION
VIA 20" x
3
4" SADDLE
N. 1450252.00
E. 3101202.41
S79°28'35"E
33.62'
N88°21'51"E
80.39'
18+00
19+00
22+00 21+00 20+00
25+00 24+00 23+00
20" WATERLINE PROFILE
5115
5120
5125
5130
5135
5140
5145
5150
5155
5160
5165
5115
5120
5125
5130
5135
5140
5145
5150
5155
27+00 26+00
29+00 28+00
31+00 30+00
33+00 32+00
SPRUCE DR
8" WATER LINE
TO BE ABANDONED IN PLACE
SEE SHEET AB-01
8" WATER LINE
TO BE ABANDONED IN PLACE
SEE SHEET AB-01
EXISTING 24" COFC
WATERLINE
EXISTING 24" COFC WATERLINE
N85°31'42"E
2152.29'
27+00 26+00
29+00 28+00
31+00 30+00
33+00 32+00
20'' WATERLINE PROFILE
5150
5155
5160
5165
5170
5175
5180
5185
5190
5195
5200
5150
5155
5160
5165
5170
5175
5180
5185
5190
5195
5200
33+50 33+00 32+50 32+00 31+50 31+00 30+50 30+00 29+50 29+00 28+50 28+00 27+50 27+00 26+50 26+00 25+50
20" PVC WATERLINE
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
STA = 25+97.34
TOP = 5155.91'
VERTICALLY DEFLECT PIPE 1.2°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 29+18.86
TOP = 5171.21'
VERTICALLY DEFLECT PIPE 1.2°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 31+61.01
TOP = 5178.59'
VERTICALLY DEFLECT PIPE 3°
TOTAL ACROSS NEAREST (3) JOINTS
35+00 34+00 33+00
39+00 38+00 37+00 36+00
40+00
41+00 42+00
SPRUCE DR
CONNECT REDUCER
TO 100 LF OF 6" PVC
8" WATER LINE
TO BE ABANDONED IN PLACE
SEE SHEET AB-01
CONNECT TO EXISTING
6" PIPE WITH 6" SLEEVE
CUT AND CAP EXISTING
8" WL ABANDON IN PLACE
EXISTING 24" COFC
WATERLINE
FIELD VERIFY DEPTH OF EXISTING 24" COFC WATERLINE
DEFLECT OR LOWER 6" PVC WATERLINE IF NECESSARY
STA: 39+71.70
45° BEND
N. 1450129.94
E. 3099639.40
STA: 35+05.55
20"x8" TEE WITH
8" GATE VALVE (S)
FOLLOWED BY 8"
TO 6" REDUCER
20" BFV (E & W)
N. 1450166.11
E. 3100104.15
STA: 34+16.31
AIR/VACCUM VALVE
N. 1450173.41
E. 3100193.09
STA: 40+19.47
22.5° BEND
N. 1450160.74
E. 3099603.11
STA: 40+32.18
AIR/VACCUM VALVE
N. 1450172.01
E. 3099597.23
STA: 42+30.07
11.25° BEND
N. 1450367.67
E. 3099573.87
STA: 40+44.47
22.5° BEND
N. 1450182.92
E. 3099591.57
S5°28'21"E
185.63'
S27°28'26"E
25.00'
S49°28'27"E
47.63'
STA: 35+80.91
BLOWOFF
N. 1450160.22
E. 3100029.03
5200
5205
5210
5215
5220
5225
5230
5235
5240
5245
5250
5200
5205
5210
5215
5220
5225
5230
5235
5240
5245
5250
49+50 49+00 48+50 48+00 47+50 47+00 46+50 46+00 45+50 45+00 44+50 44+00 43+50 43+00 42+50 42+00 41+50
20" PVC WATERLINE
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 42+25 TO STA 45+07
JOINT RESTRAINT
STA 47+44 TO STA 48+94
24" CITY WATERLINE
APPROX 4' BELOW GRADE (FIELD VERIFY)
MAINTAIN 12" SEPARATION FROM B.O.P.
STA = 47+63.24
TOP = 5232.33'
VERTICALLY DEFLECT PIPE 2°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 43+65.92
TOP = 5207.95'
VERTICALLY DEFLECT PIPE 3.4°
TOTAL ACROSS NEAREST (4) JOINTS
STA = 46+09.69
TOP = 5220.45'
VERTICALLY DEFLECT PIPE UNDER
EXISTING CITY OF FORT COLLINS PIPE
APPROX 1.5° TOTAL ACROSS NEAREST
(2) JOINTS
BEGIN 2° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 47+25
BEGIN 1.5° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 45+75
BEGIN 3.4° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 43+25
20'' WATERLINE PROFILE
5250
5255
5260
5265
5270
5275
5280
5285
5290
5295
5300
5250
5255
5260
5265
5270
5275
5280
5285
5290
5295
5300
57+00 56+50 56+00 55+50 55+00 54+50 54+00 53+50 53+00 52+50 52+00 51+50 51+00 50+50 50+00 49+50
20" PVC WATERLINE
EXISTING GROUND
AT PIPE CENTERLINE
5' MIN BURY DEPTH
JOINT RESTRAINT
STA 50+33 TO STA 50+54
JOINT RESTRAINT
STA 51+37 TO STA 51+58
JOINT RESTRAINT
STA 52+54 TO STA 53+42
JOINT RESTRAINT
STA 55+41 TO STA 55+74
STA = 51+17.45
TOP = 5271.69'
VERTICALLY DEFLECT PIPE 6.3°
TOTAL ACROSS NEAREST (7) JOINTS
STA = 53+10.12
TOP = 5272.12'
VERTICALLY DEFLECT PIPE 5°
TOTAL ACROSS NEAREST (5) JOINTS
STA = 54+08.53
TOP = 5280.95'
VERTICALLY DEFLECT PIPE 3.7°
TOTAL ACROSS NEAREST (4) JOINTS
STA = 54+99.42
TOP = 5283.23'
VERTICALLY DEFLECT PIPE 1.3°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 55+55.43
TOP = 5285.86'
VERTICALLY DEFLECT PIPE 5.9°
TOTAL ACROSS NEAREST (6) JOINTS
3" COMBINATION AIR/VACUUM
VALVE @ STA 55+55.25
STA = 56+82.11
TOP = 5278.77'
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
62+62
N23°19'20.13"W 35.26'
STA: 55+55.25
AIR/VACCUM VALVE
N. 1451135.69
E. 3098774.38
STA: 61+89.05
AIR/VACCUM VALVE
N. 1451418.41
E. 3098305.69
STA: 56+82.92
BLOWOFF
N. 1451242.37
E. 3098705.24
STA: 55+69.18
11.25° BEND
N. 1451146.36
E. 3098765.43
STA: 56+49.58
11.25° BEND
N. 1451216.76
E. 3098726.59
STA: 57+52.09
22.5° BEND
N. 1451295.54
E. 3098661.02
STA: 59+10.50
45° BEND
N. 1451430.72
E. 3098583.97
STA: 62+08.59
22.5° BEND
N. 1451417.49
E. 3098286.17
STA: 62+27.02
45° BEND
N. 1451422.44
E. 3098268.41
STA: 62+62.28
CONNECT TO EXISTING
16" WATER LINE
VIA 20"x16" REDUCER
AFTER NEW LINE HAS BEEN
TESTED AND ACCEPTED
N. 1451454.82
E. 3098254.45
STA: 62+60.41
20"x16" REDUCER
N. 1451453.10
E. 3098255.19
STA: 62+01.05
20" BFV
CUT AND CAP EXISTING 16" WL
AFTER TIE IN OF NEW 20" WL
EXISTING 16" WL TO BE FLASH-FILLED
PRIOR TO BEING CAPPED FOR ABANDONMENT
GOLDEN CURRANT BLVD
S OVERLAND TRAIL
CUT 36" MIN. OF EXISTING 16" WL AT CROSS CONNECTION
IN OVERLAND TRAIL AND PLUG (CONCRETE)
EXISTING 16" WL TO BE FLASH-FILLED PRIOR TO PLUG
REMOVE 16" VALVE
RESTRAINED PLUG ON TEE/CROSS AT CONNECTION
SPRUCE DR
REMOVE TEE 24" MIN. OF EXISTING 8" WL AT CONNECTION AND PLUG
RE-CONNECT 6" SERVICE LINE WITH 6" SLEEVE
W PROSPECT RD
S OVERLAND TRAIL
CUT 24" MIN. OF EXISTING 8" WL AT CROSS CONNECTION
IN OVERLAND TRAIL AND CAP. REMOVE 8" VALVE
RESTRAINED PLUG ON TEE/CROSS AT CONNECTION
1" = 30''
AB01
ABANDONMENT PLAN
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
1" = N/A
1" = N/A
CD_CONSTRUCTION DETAILS
## ##
DT01
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1" = N/A
9/11/2020 9:42:50 AM
D:\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CD_CONSTRUCTION DETAILS.DWG
CD_CONSTRUCTION DETAILS
## ##
DT01
CONSTRUCTION DETAILS
2" VENT PIPE
4' MIN. 2" PIPE SCREEN
19
1" = N/A
9/11/2020 9:43:08 AM
D:\CIVILWORX DROPBOX\CIVILWORX\PROJECTS\C18015 - FCLWD GOLDEN CURRANT\C18015 - FCLWD GOLDEN CURRANT - CADD\CP\CD_CONSTRUCTION DETAILS.DWG
CD_CONSTRUCTION DETAILS
## ##
DT02
CONSTRUCTION DETAILS
1" = N/A
1" = N/A
CD_CONSTRUCTION DETAILS
## ##
DT02
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
20
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS
PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES.
4. CONTRACTOR SHALL COORDINATE ALL
NECESSARY APPROVALS, PERMISSIONS, AND
PERMITTING FOR WORK WITHIN ROADWAYS (E.G.
TRAFFIC CONTROL, ROAD CLOSURES, ETC.)
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
RIGHT-OF-WAY
5078
5080
EXISTING WATER LINES TO
BE ABANDONED
ABANDONMENTS
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTALS
0'
U.S. SURVEY FEET
SCALE: 1" = 30'
15' 30' 60'
EXISTING 8' FCLWD WATER LINE OFF SPRUCE DRIVE - WEST SIDE
EXISTING 16' FCLWD GOLDEN CURRANT WATER LINE - EAST SIDE
EXISTING 8' FCLWD WATER LINE OFF SPRUCE DRIVE - EAST SIDE
EXISTING 16' FCLWD GOLDEN CURRANT WATER LINE - WEST SIDE
N/A
18
N. 1451418.26
E. 3098293.69
STA: 58+25.64
22.5° BEND
N. 1451365.55
E. 3098638.43
STA: 62+35.49
SAMPLE STATION
N. 1451430.23
E. 3098265.06
S74°17'40"E
18.47'
N87°28'28"E
298.09'
S39°53'13"E
84.93'
S17°53'13"E
73.61'
S39°46'29"E
102.46'
S28°53'08"E
80.41'
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
62+62
20'' WATERLINE PROFILE
5275
5280
5285
5290
5295
5300
5305
5310
5315
5320
5325
5330
5335
5275
5280
5285
5290
5295
5300
5305
5310
5315
5320
5325
5330
5335
62+75 62+50 62+00 61+50 61+00 60+50 60+00 59+50 59+00 58+50 58+00 57+50 57+00
20" PVC WATERLINE
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 60+65 TO STA 62+62.28
JOINT RESTRAINT
STA 57+42 TO STA 57+63
STA = 58+00.88
TOP = 5278.88'
VERTICALLY DEFLECT PIPE 2.9°
TOTAL ACROSS NEAREST (3) JOINTS
STA = 59+03.31
TOP = 5284.02'
VERTICALLY DEFLECT PIPE 4°
TOTAL ACROSS NEAREST (4) JOINTS
STA = 60+20.01
TOP = 5297.85'
VERTICALLY DEFLECT PIPE 2.70°
TOTAL ACROSS NEAREST (4) JOINTS
STA = 62+08.96
TOP = 5329.08'
11.25° VERTICAL BEND FITTING
STA = 61+89.05
TOP = 5325.79'
3" COMBINATION AIR/VACUUM VALVE
STA = 62+62.28
TOP = 5329.44'
MAKE CONNECTION AT EXISTING PIPING
BEGIN 2.9° TOTAL
DEFLECTION ACROSS
NEXT (3) JOINTS
AFTER STA 57+50
BEGIN 4° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 58+50
BEGIN 2.9° TOTAL
DEFLECTION ACROSS
NEXT (3) JOINTS
AFTER STA 59+75
STA = 62+60.41
TOP = 5329.42'
20"X16" REDUCER
STA = 57+52.09
TOP = 5278.84'
22.5° HORIZONTAL BEND
STA = 58+25.64
TOP = 5280.13'
22.5° HORIZONTAL BEND
STA = 59+10.50
TOP = 5284.87'
45° HORIZONTAL BEND
STA = 62+08.59
TOP = 5329.02'
11.25° HORIZONTAL BEND
VERTICALLY DEFLECT 1° IN EACH FITTING (2°)
STA = 62+27.02
TOP = 5329.20'
45° HORIZONTAL BEND
STA = 62+01.05
TOP = 5327.78'
20" BFV
STA = 62+35.49
TOP = 5329.26'
SAMPLE STATION
JOINT RESTRAINT
JOINT RESTRAINT STA 58+15 TO STA 58+36
STA 58+90 TO STA 59+31
1" = 5'
WT07
0 30' 60'
SCALE: 1" = 30'
15'
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
MATCHLINE STA: 57+00
SEE SHEET WT06
20" WATERLINE PROFILE
1" = 30'
17
VERTICALLY DEFLECT PIPE 3.3°
TOTAL ACROSS NEAREST (4) JOINTS
BLOWOFF VALVE AT LOW POINT
BEGIN 3.3° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 56+50
BEGIN 1.3° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 54+75
BEGIN 5° TOTAL
DEFLECTION ACROSS
NEXT (5) JOINTS
AFTER STA 52+50
BEGIN 3.7° TOTAL
DEFLECTION ACROSS
NEXT (4) JOINTS
AFTER STA 53+50
BEGIN 6.3° TOTAL
DEFLECTION ACROSS
NEXT (7) JOINTS
AFTER STA 50+25
STA = 50+43.67
TOP = 5263.50'
22.5° HORIZONTAL BEND
STA = 51+47.69
TOP = 5271.76'
22.5° HORIZONTAL BEND
STA = 52+59.78
TOP = 5272.01'
11.25° HORIZONTAL BEND
STA = 52+82.76
TOP = 5272.06'
11.25° HORIZONTAL BEND
STA = 53+36.34
TOP = 5274.47'
11.25° HORIZONTAL BEND
STA = 56+49.58
TOP = 5280.59'
11.25° HORIZONTAL BEND
STA = 55+69.18
TOP = 5285.09'
11.25° HORIZONTAL BEND
JOINT RESTRAINT
STA 56+45 TO STA 56+55
BEGIN 5.9° TOTAL
DEFLECTION ACROSS
NEXT (6) JOINTS
AFTER STA 55+00
50+00 49+00
51+00
52+00
53+00
55+00 54+00
56+00
57+00
STA: 55+55.25
AIR/VACCUM VALVE
N. 1451135.69
E. 3098774.38
STA: 56+82.92
BLOWOFF
N. 1451242.37
E. 3098705.24
STA: 48+88.92
11.25° BEND
N. 1450549.94
E. 3099060.53
STA: 50+43.67
22.5° BEND
N. 1450696.88
E. 3099011.95
STA: 51+47.69
22.5° BEND
N. 1450787.58
E. 3098961.06
STA: 52+59.78
11.25° BEND
N. 1450898.87
E. 3098947.64
STA: 52+82.76
11.25° BEND
N. 1450920.75
E. 3098940.59
STA: 55+69.18
11.25° BEND
N. 1451146.36
E. 3098765.43
STA: 56+49.58
11.25° BEND
N. 1451216.76
E. 3098726.59
STA: 53+36.34
11.25° BEND
N. 1450967.68
E. 3098914.71
S39°46'29"E
102.46'
S28°53'08"E
80.41'
S39°52'34"E
232.83'
S28°52'34"E
53.59'
S17°52'34"E
22.99'
S6°52'34"E
112.09'
S29°17'39"E
104.01'
S18°17'39"E
154.76'
S29°17'39"E
51.80'
50+00 49+00
51+00
52+00
53+00
55+00 54+00
56+00
57+00
1" = 5'
WT06
0 ##' ##'
SCALE: 1" = ##'
##'
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
20" WATERLINE PROFILE
SEE SHEET WT05
MATCHLINE 57+00
MATCHLINE STA: 49+50
SEE SHEET WT07
1" = 30'
16
STA = 43+72.83
TOP = 5208.30'
APPROXIMATE PHASE 1 / PHASE 2
BOUNDARY
STA = 42+30.07
TOP = 5209.01'
11.25° HORIZONTAL BEND
STA = 43+60.04
TOP = 5207.99'
90° HORIZONTAL BEND
STA = 47+54.12
TOP = 5231.63'
22.5° HORIZONTAL BEND
STA = 47+84.43
TOP = 5234.69'
22.5° HORIZONTAL BEND
STA = 48+37.11
TOP = 5240.54'
22.5° HORIZONTAL BEND
STA = 48+88.92
TOP = 5246.30'
11.25° HORIZONTAL BEND
STA = 43+62.57
TOP = 5207.97'
BLOWOFF
STA = 43+70.39
TOP = 5208.18'
20" BFV
STA = 44+25.62
TOP = 5211.01'
DIXON CANAL CROSSING
STA = 43+10.09
TOP = 5208.38'
45° HORIZONTAL BEND
42+00
43+00
45+00 44+00
47+00 46+00
48+00
49+00
STA: 43+60.06
90° BEND
N. 1450494.49
E. 3099548.07
STA: 47+54.12
22.5° BEND
N. 1450462.15
E. 3099155.38
STA: 47+84.43
22.5° BEND
N. 1450471.27
E. 3099126.52
STA: 48+37.11
22.5° BEND
N. 1450504.76
E. 3099085.88
STA: 48+88.92
11.25° BEND
N. 1450549.94
E. 3099060.53
STA: 42+30.07
11.25° BEND
N. 1450367.67
E. 3099573.87
STA: 43+10.09
45° BEND
N. 1450444.70
E. 3099552.19
S29°17'39"E
51.80'
S50°30'20"E
52.71'
S72°28'15"E
30.28'
N85°16'22"E
393.98'
S4°43'38"E
50.00'
S15°43'38"E
79.99'
S5°28'21"E
185.63'
42+00
43+00
45+00 44+00
47+00 46+00
48+00
49+00
STA: 43+62.55
BLOWOFF
N. 1450494.29
E. 3099545.58
STA: 43+70.40
20" BFV
N. 1450493.63
E. 3099537.76
STA: 44+28.74
APPROXIMATE
CROSSING
DIXON CANAL
N. 1450488.83
E. 3099479.62
1" = 5'
WT05
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
20" WATERLINE PROFILE
SEE SHEET WT06
MATCHLINE 49+50
MATCHLINE STA: 41+50
SEE SHEET WT04
0'
U.S. SURVEY FEET
SCALE: 1" = 30'
15' 30' 60' 1" = 30'
15
35+00 34+00 33+00
39+00 38+00 37+00 36+00
40+00
41+00 42+00
5185
5190
5195
5200
5205
5210
5215
5220
5185
5190
5195
5200
5205
5210
5215
5220
41+50 41+00 40+50 40+00 39+50 39+00 38+50 38+00 37+50 37+00 36+50 36+00 35+50 35+00 34+50 34+00 33+50
20" PVC WATERLINE
5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 39+51 TO STA 40+65
STA = 37+52.20
TOP. = 5200.68'
VERTICALLY DEFLECT PIPE 1.6°
TOTAL ACROSS NEAREST (3) JOINTS
STA = 40+32.87
TOP = 5210.55'
VERTICALLY DEFLECT PIPE 2.5°
TOTAL ACROSS NEAREST (3) JOINTS
STA = 34+16.31
TOP = 5202.50'
VERTICALLY DEFLECT PIPE 7°
TOTAL ACROSS NEAREST (7) JOINTS
3" COMBINATION AIR/VACUUM
VALVE @ HIGH POINT
STA = 35+80.68
TOP = 5199.25'
VERTICALLY DEFLECT PIPE 1.7°
TOTAL ACROSS NEAREST (2) JOINTS
BLOWOFF VALVE AT LOW POINT
BEGIN 2.5° TOTAL
DEFLECTION ACROSS
NEXT (3) JOINTS
AFTER STA 40+00
BEGIN 1.6° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 37+25 BEGIN 1.7° TOTAL
DEFLECTION ACROSS
NEXT (2) JOINTS
AFTER STA 35+50 BEGIN 7° TOTAL DEFLECTION ACROSS
NEXT (7) JOINTS AFTER STA 33+50
STA = 39+71.70
TOP. = 5208.39'
45° HORIZONTAL BEND
STA = 40+32.18
TOP. = 5210.52'
AIR/VACCUM VALVE
STA = 40+44.47
TOP. = 5210.46'
22.5° HORIZONTAL BEND
STA = 35+05.55
TOP = 5200.73'
20" X 8" TEE
20 BFV (E & W)
STA = 40+19.47
TOP. = 5210.07'
45° HORIZONTAL BEND
JOINT RESTRAINT
STA 33+68 TO STA 36+46 1" = 5'
WT04
0 30' 60'
SCALE: 1" = 30'
15'
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
20" WATERLINE PROFILE
SEE SHEET WT05
MATCHLINE STA: 41+50
MATCHLINE STA: 33+50
SEE SHEET WT03
1" = 30'
14
STA = 32+64.91
TOP = 5187.13'
VERTICALLY DEFLECT PIPE 1.2°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 27+50.48
TOP = 5162.69'
VERTICALLY DEFLECT PIPE 0.4°
TOTAL ACROSS NEAREST (1) JOINT
BEGIN 3° TOTAL DEFLECTION
ACROSS NEXT (3) JOINTS
AFTER STA 31+25
BEGIN 1.2° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 29+00
BEGIN 0.4° TOTAL DEFLECTION ACROSS
NEXT (1) JOINT AFTER STA 27+25
BEGIN 1.2° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 25+75
BEGIN 1.2° TOTAL
DEFLECTION
ACROSS NEXT (2)
JOINTS AFTER
STA 32+25
1" = 5'
WT03
0 30' 60'
SCALE: 1" = 30'
15'
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
20" WATERLINE PROFILE
SEE SHEET WT04
MATCHLINE STA:33+50
MATCHLINE STA: 25+50
SEE SHEET WT02
1" = 30'
13
5160
5165
25+50 25+00 24+50 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50
20" PVC WATERLINE
5' MIN BURY DEPTH EXISTING GROUND
AT PIPE CENTERLINE
JOINT RESTRAINT
STA 16+64 TO STA 18+40
STA = 18+25.13
TOP = 5123.75'
11.25° VERTICAL BEND FITTING
STA = 21+57.33
TOP = 5132.04'
VERTICALLY DEFLECT PIPE 1°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 18+88.74
TOP = 5124.52'
VERTICALLY DEFLECT PIPE 1°
TOTAL ACROSS NEAREST (2) JOINTS
STA = 18+04.33
TOP = 5119.33'
11.25° VERTICAL BEND FITTING
STA = 23+82.53
TOP = 5142.10'
VERTICALLY DEFLECT PIPE 1.1°
TOTAL ACROSS NEAREST (2) JOINTS
BEGIN 1° TOTAL DEFLECTION ACROSS
NEXT (1) JOINT AFTER STA 21+50
BEGIN 1.1° TOTAL DEFLECTION ACROSS
NEXT (2) JOINTS AFTER STA 23+50
BEGIN 1° TOTAL
DEFLECTION ACROSS
NEXT (1) JOINT
AFTER STA 18+75
STA = 17+85.90
TOP = 5119.28'
11.25° HORIZONTAL BEND
STA = 18+19.49
TOP = 5122.54'
11.25° HORIZONTAL BEND
STA = 24+03.94
TOP = 5143.48'
SERVICE CONNECTION
1" = 5'
WT02
0 30' 60'
SCALE: 1" = 30'
15'
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
20" WATERLINE PROFILE
SEE SHEET WT03
MATCHLINE STA: 25+50
MATCHLINE STA: 17+50
SEE SHEET WT01
1" = 30'
12
INSTALL 20" BFV
@ STA 10+05
CLOSE UPON INSTALL
SO 36" MAIN CAN BE
PUT BACK IN SERVICE
N. 1450430.33
E. 3102466.66
STA: 9+50.00
BEGIN ALIGNMENT
N. 1450429.79
E. 3102516.67
S79°28'35"E
33.62'
N88°21'51"E
80.39'
N13°50'50"E
36.20'
N23°27'59"E
134.41'
S68°06'19"E
206.22'
N79°45'24"E
103.24'
N54°23'15"E
66.01'
S89°22'59"E
159.43'
9+50
10+00
11+00
12+00
13+00
15+00 14+00
16+00
17+00
18+00
20" WATERLINE PROFILE
5100
5105
5110
5115
5120
5125
5130
5135
5140
5145
5150
5100
5105
5110
5115
5120
5125
5130
5135
5140
5145
5150
17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50
STORMDRAIN CROSSING
18" RCP @ BOP 5124'
REMOVE AND REPLACE
TO INSTALL WL
COMCAST AND FC ELECTRIC
45" BELOW GRADE
12" DIP COFC WATER
APPROX 71" BELOW GRADE
5-2", 1-4" WHITE PVC ELEC
35" BELOW GRADE
GAS LINE
DEPTH AND SIZE UNK
FC SANITARY SEWER
APPROX INV 5114.24 FT
PLASTIC GAS LINE
31" BELOW GRADE
COMCAST
14" BELOW GRADE
2-2" ELEC CONDUIT
20" BELOW GRADE
CONDUIT AND DIRECT BURY
31" BELOW GRADE
1-4", 3-2" COMCAST/A/V
36" BELOW GRADE 5' MIN BURY DEPTH
EXISTING GROUND
AT PIPE CENTERLINE
20" PVC WATERLINE
2' CONCRETE PAN
JOINT RESTRAINT
STA 10+00 TO STA 11+76
JOINT RESTRAINT
STA 12+25 TO STA 12+36
JOINT RESTRAINT
STA 13+13 TO STA 13+44
JOINT RESTRAINT
STA 14+86 TO STA 15+83
JOINT RESTRAINT
STA 16+64 TO STA 18+40
MIN 18"
SEPARATION
STA = 10+00.00
TOP. = 5110.60'
CONNECT TO FCLWD WATER LINE WITH
36" X 20" TEE
STA = 11+55.15
TOP = 5117.61'
11.25° VERTICAL BEND FITTING
COMBINATION AIR/VACUUM VALVE
IMMEDIATELY UPSTREAM OF FITTING
STA = 11+28.76
TOP = 5112.59'
11.25° VERTICAL BEND FITTING
STA = 11+59.56
TOP = 5117.62'
11.25° AND 22.5°
HORIZONTAL BENDS
STA = 12+25.45
TOP = 5117.80'
22.5° HORIZONTAL BEND
STA = 13+28.69
TOP = 5118.07'
11.25° AND 22.5°
HORIZONTAL BENDS
STA = 15+34.91
TOP = 5118.62'
90° HORIZONTAL BEND
STA = 16+69.31
TOP = 5118.98'
11.25° HORIZONTAL BEND
STA = 17+05.51
TOP = 5119.07'
22.5° AND 45°
HORIZONTAL BENDS
STA = 12+96.02
TOP = 5117.99'
SAMPLE STATION
1" = 5'
WT01
0 30' 60'
SCALE: 1" = 30'
15'
WATERLINE PLAN & PROFILE
N
GOLDEN CURRANT WATERLINE REPLACEMENT
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. BURY DEPTH ON WATERLINE SHALL BE 5'
TO FINISHED GRADE UNLESS OTHERWISE
DEPICTED IN THESE DRAWINGS.
2. PRESSURE TEST AND DISINFECT NEW
WATERLINE BEFORE CONNECTING TO
EXISTING PIPING.
3. FITTINGS ADJACENT TO ONE ANOTHER
SHALL BE CONNECTED VIA FOSTER
ADAPTER.
LEGEND
NOTES
FIRE HYDRANT
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER MH
SANITARY SEWER MH
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
20" WATERLINE PROFILE
SEE SHEET WT02
MATCHLINE STA: 17+50
1" = 30'
11
HONEYSUCKLE CT.
GOLDEN CURRANT CT.
PROPOSED FCLWD 20' WATERLINE EASEMENT
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1. MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2. WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3. MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4. ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
PROPOSED FCLWD 50'
TEMPORARY CONSTRUCTION
EASEMENT
EXISTING FCLWD 8" WATERLINE
(TO BE ABANDONED, SEE SHEET AB01)
CONNECT TO EXISTING
36" FCLWD WATER MAIN
SOUTH - 8" GATE VALVE AND
8"X6" REDUCER. INSTALL 199 LF
OF 6" PVC PIPE TO CONNECT TO
6" LINE WITH 6" TRANSITION
COUPLER
CATALPA CT
CROSSING UNDER FORT
COLLINS 24" WATERLINE
CITY OF FORT COLLINS TANK
ACCESS ROAD
PROPOSED FCLWD 20' WATERLINE EASEMENT
EXISTING FCLWD 16" WATERLINE
(TO BE ABANDONED,
SEE SHEET AB01)
CONSTRUCTION DISTURBANCE MUST BE
CONTAINED WITHIN THE 50'
CONSTRUCTION EASEMENT. ACCESS TO
THE TANK TO BE MAINTAINED AT ALL
TIMES.
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1. MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2. WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3. MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4. ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
PROPOSED 20' EASEMENT
PROPOSED 20' EASEMENT
PROPOSED FCLWD 50' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 20' EASEMENT
PROPOSED 50' CONSTRUCTION EASEMENT
OHE
FORT COLLINS NATURAL AREA /
HOA OPEN SPACE PROPERTY BOUNDARY
WEST SIDE OF PROPOSED CONSTRUCTION EASEMENT
FOLLOWS PROPERTY BOUNDARY IN THIS AREA
EXISTING FCLWD EASEMENT
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1. MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2. WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3. MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4. ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
SEE SHEET UT02
SEE SHEET UT03
GOLDEN CURRANT BLVD
CATALPA CT
HONEYSUCKLE CT
REEDGRASS CT
WEST PROSPECT ROAD
GOLDEN CURRANT CT
BANYAN DRIVE
OVERLAND TRAIL
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING UTILITIES
WATER LINE MAIN
SANITARY SEWER MAIN
STORM DRAIN PIPE
SANITARY SEWER
MANHOLE
STORM DRAIN MANHOLE
OVERHEAD ELECTRIC
GAS LINE
ELECTRIC LINE
PROPOSED UTILITIES
SANITARY SEWER MAIN
SANITARY SERVICE
SANITARY SEWER
MANHOLE
WATER LINE MAIN
WATER SERVICE
FIRE HYDRANT
WATER LINE FITTINGS
THRUST BLOCK
GATE VALVE
STORM DRAIN PIPE
STORM DRAIN MANHOLE
STORM DRAIN INLET
FLARED END SECTON
RIPRAP
1. MINIMUM HORIZONTAL EDGE TO EDGE
SEPARATION BETWEEN SANITARY &
WATERLINES IS 10 FEET.
2. WATER MAINS CROSSING OVER A SANITARY OR
STORM SEWER SHALL MAINTAIN AN 18"
VERTICAL EDGE TO EDGE CLEARANCE. WATER
MAINS CLOSER THAN 18" OR UNDER SEWERS
SHALL BE DISCUSSED WITH THE ENGINEER.
3. MINIMUM COVER ON WATERLINES IS 5.0 FEET
UNLESS OTHERWISE SHOWN ON THIS PLAN.
4. ALL EXISTING UTILITIES TO BE FIELD VERIFIED
PRIOR TO CONSTRUCTION.
NOTES
3. EROSION CONTROL PRACTICES, SITE
PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL
MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COMPLETE,
COORDINATE WITH, AND UPDATE AS
REQUIRED, THE STORMWATER POLLUTION
PREVENTION PLAN (SWPP) FOR THIS
PROJECT.
5. ANY AREAS USED FOR STOCKPILING AND/OR
STAGING SHOULD ALSO HAVE SEDIMENT AND
EROSION CONTROL MEASURES AS
NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM
DRAINAGE WAYS. THE SWMP SHOULD BE
UPDATED TO SHOW THESE AREAS AND
SEDIMENT AND EROSION CONTROL ITEMS.
THE ITEMS MAY INCLUDE BUT ARE NOT
LIMITED TO VEHICLE TRACKING CONTROL,
SILT FENCE, CONSTRUCTION FENCE,
CONCRETE WASHOUT, AND SEDIMENT TRAP.
6. CONTRACTOR SHALL REMOVE ALL SEDIMENT,
MUD, CONSTRUCTION DEBRIS, OR OTHER
POTENTIAL POLLUTANTS THAT MAY HAVE
BEEN DISCHARGED TO OR, ACCUMULATE IN,
THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY
OF THE CITY, AS A RESULT OF
CONSTRUCTION ACTIVITIES ASSOCIATED
WITH THIS DEVELOPMENT OR CONSTRUCTION
PROJECT. SAID REMOVAL SHALL BE
CONDUCTED DAILY, AS MAY BE REQUIRED.
SUCH MATERIALS SHALL BE PREVENTED
FROM ENTERING THE STORM SEWER.
NOTES
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
STORM DRAIN PIPE
STORM INLET
SILT FENCE
SLOPE PROTECTION
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
ROCK SOCK
TEMPORARY SEDIMENT
INLET PROTECTION
TURF REINFORCEMENT
MAT
EROSION
1. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE FIELD CONDITIONS ARE AS
SHOWN IN THE DRAWINGS. IF THE
CONTRACTOR FINDS DISCREPANCIES THE
CONTRACTOR SHALL CONTACT THE
ENGINEER.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
NECESSARY TEMPORARY RE-VEGETATION
DURING CONSTRUCTION AND THROUGH
SUBSTANTIAL COMPLETION.
3. EROSION CONTROL PRACTICES, SITE
PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL
MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COMPLETE,
COORDINATE WITH, AND UPDATE AS
REQUIRED, THE STORMWATER POLLUTION
PREVENTION PLAN (SWPP) FOR THIS
PROJECT.
5. ANY AREAS USED FOR STOCKPILING AND/OR
STAGING SHOULD ALSO HAVE SEDIMENT AND
EROSION CONTROL MEASURES AS
NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM
DRAINAGE WAYS. THE SWMP SHOULD BE
UPDATED TO SHOW THESE AREAS AND
SEDIMENT AND EROSION CONTROL ITEMS.
THE ITEMS MAY INCLUDE BUT ARE NOT
LIMITED TO VEHICLE TRACKING CONTROL,
SILT FENCE, CONSTRUCTION FENCE,
CONCRETE WASHOUT, AND SEDIMENT TRAP.
6. CONTRACTOR SHALL REMOVE ALL SEDIMENT,
MUD, CONSTRUCTION DEBRIS, OR OTHER
POTENTIAL POLLUTANTS THAT MAY HAVE
BEEN DISCHARGED TO OR, ACCUMULATE IN,
THE FLOW LINES AND PUBLIC RIGHTS-OF-WAY
OF THE CITY, AS A RESULT OF
CONSTRUCTION ACTIVITIES ASSOCIATED
WITH THIS DEVELOPMENT OR CONSTRUCTION
PROJECT. SAID REMOVAL SHALL BE
CONDUCTED DAILY, AS MAY BE REQUIRED.
SUCH MATERIALS SHALL BE PREVENTED
FROM ENTERING THE STORM SEWER.
NOTES
LEGEND
MAPPING / SITE
PROPERTY BOUNDARY
RIGHT-OF-WAY
LOT LINES
EASEMENTS
CENTER LINE
CURB AND GUTTER
EXISTING CONTOURS
PROPOSED CONTOURS
STORM DRAIN PIPE
STORM INLET
SILT FENCE
SLOPE PROTECTION
VEHICLE TRACKING
CONTROL PAD
WATTLE DIKE
ROCK SOCK
TEMPORARY SEDIMENT
INLET PROTECTION
TURF REINFORCEMENT
MAT
EROSION
INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
5. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. LIMITS OF DISTURBANCE ARE ASSUMED TO BE
UP TO APPROXIMATELY 25-FEET TO EITHER SIDE
OF THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
7. AREAS WITHIN LIMIT OF DISTURBANCE WITHOUT
SPECIFIC REMOVAL/REPLACEMENT DIRECTIONS
SHALL BE RE-SEEDED WITH SEED MIX AS
DIRECTED IN GENERAL NOTES.
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
RIGHT-OF-WAY
5078
5080
REMOVE & DISPOSE OF EXISTING
CONCRETE DITCH
REMOVE EXISTING CURB &
GUTTER & SIDEWALK
SAWCUT LINE
REMOVE EXISTING ASPHALT
LIMITS OF DISTURBANCE
REMOVALS
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTALS
REMOVE EXISTING CONCRETE
REMOVE AND REPLACE EXISTING
GRASS / SOD
REMOVE AND REPLACE EXISTING
UTILITY PIPING
REMOVE AND REPLACE EXISTING
TREE
REMOVE AND REPLACE DIRT ROAD
AND PATH
N
N
0 30' 60'
SCALE: 1" = 30'
15'
4
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FCLWD 09/11/2020
C18015
20
4025 Automation Way
Suite B2
Fort Collins, CO 80525
(970) 698-6046
9/11/20
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION
AREA INCLUDING, BUT NOT LIMITED TO,
PAVEMENT, PRIVATE FENCES, ABOVE GROUND
OR UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE,
OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. CURB, GUTTER, SIDEWALK, AND CONCRETE
PANS SHALL BE REMOVED TO THE NEAREST
JOINT.
4. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
5. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS AND
PONDS AT OVERLAND TRAIL HOA (ON-SITE
MANAGEMENT: (970) 282-8281) PRIOR TO
BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. LIMITS OF DISTURBANCE ARE ASSUMED TO BE
UP TO APPROXIMATELY 25-FEET TO EITHER SIDE
OF THE PROPOSED UTILITY ALIGNMENT UNLESS
OTHERWISE SHOWN ON THESE PLANS.
7. AREAS WITHIN LIMIT OF DISTURBANCE WITHOUT
SPECIFIC REMOVAL/REPLACEMENT DIRECTIONS
SHALL BE RE-SEEDED WITH SEED MIX AS
DIRECTED IN GENERAL NOTES.
LEGEND
NOTES
LOT LINES
EASEMENT LINES
CENTERLINE
EXISTING MAPPING AND SITE
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
ELECTRIC POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
RIGHT-OF-WAY
5078
5080
REMOVE & DISPOSE OF EXISTING
CONCRETE DITCH
REMOVE EXISTING CURB &
GUTTER & SIDEWALK
SAWCUT LINE
REMOVE EXISTING ASPHALT
LIMITS OF DISTURBANCE
REMOVALS
ELECTRIC LINE
OVERHEAD ELECTRIC LINE
FIBER, GAS, ELECTRIC, OR
TELEPHONE PEDESTALS
REMOVE EXISTING CONCRETE
REMOVE AND REPLACE EXISTING
GRASS / SOD
REMOVE AND REPLACE EXISTING
UTILITY PIPING
REMOVE AND REPLACE EXISTING
TREE
REMOVE AND REPLACE DIRT ROAD
AND PATH
3
by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers
and employees, from and against all liabilities, claims, and demands which may arise from any errors
and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility
installations, shall conform to the Local Entity standards and specifications current at the date of
approval of the plans by the Local Entity Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown
on the drawings. It shall be the responsibility of the Developer to verify the existence and location of
all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1- 800-922-1987, at
least 2 working days prior to beginning excavation or grading, to have all registered utility locations
marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by
contacting the respective representative. Utility service laterals are also to be located prior to
beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing
utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating
with the appropriate utility company for any utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the
Developer shall coordinate with the engineer to modify the design. Design modification(s) must be
approved by the Local Entity prior to beginning construction.
10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies
involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption
of service. The Developer shall be responsible for contacting, in advance, all parties affected by any
disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until
the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to
commencement of any work. At the discretion of the water utility provider, a pre-construction meeting
may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility
conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the
water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise
noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required
in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any
waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water
Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590),
the Storm Water Management Plan, and the Erosion Control Plan.
16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on
private property. Maintenance of onsite drainage facilities shall be the responsibility of the property
owner(s).
17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a
registered engineer, must be submitted to and approved by the Stormwater Utility Department.
Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the
release of a certificate of occupancy for single family units. For commercial properties, certification
shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any
building permits in excess of those allowed prior to certification per the Development Agreement.
18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development
as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage
or other damage unless such damage or injuries are sustained as a result of the Local Entity failure
to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the final drainage and erosion control study, if applicable, shall be followed
and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control
Plan. All erosion control measures shall be maintained in good repair by the Developer, until such
time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the
existing public street system. Mud and debris must be removed within 24 hours by an appropriate
mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the Local Entity street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a
Right-of-Way Permit or Development Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies
prior to commencement of construction. The Developer shall notify the Local Entity Engineering
Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins -
221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on
any and all public improvements. If the Local Entity Engineer is not available after proper notice of
construction activity has been provided, the Developer may commence work in the Engineer
absence. However, the Local Entity reserves the right not to accept the improvement if subsequent
testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right- of-Way after right
of way grading and all utility trench work is complete and prior to the placement of curb, gutter,
sidewalk and pavement. If the final soils/pavement design report does not correspond with the results
of the original geotechnical report, the Developer shall be responsible for a re-design of the subject
pavement section or, the Developer may use the Local Entity's default pavement thickness
section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by
a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of
10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base
and asphalt shall not occur until the Local Entity Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of
the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested
by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that
these elevations conform to the approved plans and specifications. Any deviations shall be noted in
the letter and then resolved with the Local Entity before installation of base course or asphalt will be
allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior
to the final stages of road construction. For the purposes of these standards, any work except c/g
above the subgrade is considered final stage work. All service lines must be stubbed to the property
lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County FloodPlain Resolution
should be referred to for additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance
with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in
force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester
to schedule a site inspection for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation,
trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and
Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the
appropriate Right-of-Way authority for approval, prior to any construction activities within, or affecting,
the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices
as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor
shall contact Local Entity Traffic Operations Department, who will temporarily remove or relocate the
sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor
will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for
the Development related to the Development's local street operations. In addition, the Developer is
responsible for all costs for traffic signing and striping related to directing traffic access to and from
the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local
Entity Engineer, and no site construction activities on Sundays or holidays, unless there is prior
written approval by the Local Entity.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the
intended improvements, shown on these drawings, or designated to be provided, installed, or
constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent
dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the
as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1)
copy of the appropriate standards and specifications, and a copy of any permits and extension
agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is
not identified in the plans or specifications, the Developer shall contact the Designer and the Local
Entity Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings
kept on the construction site, and available to the Local Entity's Inspector at all times. Upon
completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest
survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as
follows:
Benchmarks--Local Entity survey.
B.M.Number 32-92,Elev.=5119.42 NAVD88, Description COFCBM: NORTHEAST CORNER
OF LAKE ST. AND OVERLANDTRAIL, IN THE EAST HEADWALL OF THE BRIDGE OVER
THE PLEASANT VALLEY AND LAKE CANAL.
GENERAL NOTES CONTINUED
41. All stationing is based on centerline of the pipe unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees,
streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed,
damaged or removed due to construction of this project, shall be replaced or restored in like kind at
the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of
completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or
better than its original condition. The existing street condition shall be documented by the Local
Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with
the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more
than one cut is made, an overlay of the entire street width, including the patched area, may be
required. The determination of need for a complete overlay shall be made by the Local Entity
Engineer and/or the Local Entity Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or
better than, that which existed before construction, or to the grades and condition as required by
these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all “T” intersections.
46. After acceptance by the Local Entity, public improvements depicted in these plans shall be
guaranteed to be free from material and workmanship defects for a minimum period of two years
from the date of acceptance.
47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant
improvements, including storm drainage structures and pipes, for the following private streets: (list).
N/A
48. Approved Variances are listed as follows: (Plan set must have a list of all applicable variances for the
project). N/A
CITY OF FORT COLLINS GRADING AND EROSION CONTROL NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction
on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing
activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be
installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling
on-site erosion including keeping the property sufficiently watered so as to minimize wind blown
sediment. The Developer shall also be responsible for installing and maintaining all erosion control
facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or
disturbance of existing vegetation shall be limited to the area(s) required for immediate construction
operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling,
filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until
mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights- of-way shall remain exposed by land disturbing activity for more than thirty (30)
days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the Local Entity.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant
storm event and repaired or reconstructed as necessary in order to ensure the continued
performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently
stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the
erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the
clean up and removal of all sediment and debris from all drainage infrastructure and other public
facilities.
9. The contractor shall clean up any inadvertent deposited material immediately and make sure streets
are free of all materials by the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and
disposed of in a manner and location so as not to cause their release into any waters of the United
States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from
sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile
remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be
cleaned upon completion of the project and before turning the maintenance over to the Local Entity
or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to
discharge or allow the discharge of any pollutant or contaminated water from construction sites.
Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take
whatever measures are necessary to assure the proper containment and disposal of pollutants on
the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be
constructed so as to contain washout material and located at least fifty (50) feet away from any
waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15. To ensure that sediment does not move off of individual lots one or more of the following
sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently
stabilized, as determined by the erosion control inspector, (Within Loveland GMA and City Limits
Only).
a. Below all gutter downspouts.
b. Out to drainage swales.
c. Along lot perimeter.
d. Other locations, if needed.
16. Conditions in the field may warrant erosion control measures in addition to what is shown on these
plans. The Developer shall implement whatever measures are determined necessary, as directed by
the City/County.
17. A vehicle tracking control pad shall be installed when needed for construction equipment, including
but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt,
etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles,
staging areas, construction materials, concrete washout areas, and/or building sites.
SEED MIX
1. The city of Fort Collins' upland native seed mix should be used for this site. The seed mix details can
be found on page DT02 of this plan set.
FORT COLLINS LOVELAND WATER DISTRICT NOTES
1. This project shall be constructed to the most current edition (June 2010, revision 2.0) of the Fort
Collins-Loveland Water District Standards and Specifications unless indicated otherwise on these
plans.
2. Waterlines should have 5 to 6 ft of cover unless otherwise noted on the construction plans.
3. Waterlines should have 18 inches vertical separation from all other utilities. If 18" of clearance is not
possible, contact the district engineer to discuss alternatives.
4. Maximum deflection of 20-foot lengths of of 20" C900 PVC pipe shall be approximately 4.2" (1.0
degrees) at the joint.
5. Individual lengths of 20" C900 PVC pipe shall not be longitudinally bent (i.e. no barrel bending).
6. All waterlines shall be installed with tracer wire.
7. Contractor shall grade the project through substantial completion, including trench backfill and
designed finished grade.
8. Contractor is responsible for any necessary temporary re-vegetation during construction and through
substantial completion.
2
OFFICE PHONE: 970-232-9645
CONTACT: CHAD WASHBURN, PLS
CELL PHONE: 970-685-8836
PROJECT TEAM
PROSPECT RD
OVERLAND TRAIL
PROFESSIONAL ENGINEER CERTIFICATION
THESE CONSTRUCTION PLANS FOR THE FORT COLLINS LOVELAND WATER
DISTRICT - GOLDEN CURRANT WATER LINE WERE PREPARED BY ME (OR
UNDER MY DIRECT SUPERVISION) IN ACCORDANCE WITH THE REQUIREMENTS
OF THE ROAD STANDARDS AND THE STORMWATER DESIGN STANDARDS FOR
LARIMER COUNTY, AND THE FORT COLLINS LOVELAND WATER DISTRICT
DESIGN CRITERIA.
AUSTIN SNOW, PE
CIVILWORX, LLC
REQUIRED PERMITS BY CONTRACTOR
CITY OF FORT COLLINS NATURAL AREAS
- RIGHT OF WAY CONSTRUCTION PERMIT
CITY OF FORT COLLINS ENGINEERING
- TRAFFIC CONTROL PLAN
COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
- CONSTRUCTION DEWATERING PERMIT
- PERMIT FOR STORMWATER DISCHARGE
FORT COLLINS-LOVELAND WATER DISTRICT
- PRE-CONSTRUCTION MEETING
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
Call before you dig.
R
1" = N/A
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CX.XX_COVER SHEET
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CS01
COVER SHEET
ELIZABETH ST
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
1
10/16/20