HomeMy WebLinkAboutEAST RIDGE THIRD FILING REPLAT - BDR190011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSUTILITY
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CV01
JEP
JPD
SEPTEMBER 2019
UTILITY PLANS FOR:
MOSAIC TOWNHOMES
East Ridge Holdings LLC.
Patrick McMeekin
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DEVELOPER / APPLICANT
GEOTECHNICAL ENGINEER
CTL Thompson Inc.
351 Linden Street, Unit 140
Fort Collins, Colorado 80524
(303) 206-9455
PROJECT TEAM:
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing
department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the
review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason
as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the
construction phase.
DISCLAIMER STATEMENT:
I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort
Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions,
and record conditions that I have noted on these plans.
CERTIFICATION STATEMENT:
Russell + Mills Studios
Craig Russell, RLA, ASLA
141 S. College Avenue, Suite 104
Fort Collins, CO 80524
(970) 484-8855
PLANNER/
LANDSCAPE ARCHITECT
UTILITY CONTACT LIST: *
BEING A REPLAT OF TRACT A OF EAST RIDGE SECOND FILING,
IN THE EAST HALF OF SECTION 8, T7N, R68W OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Galloway & Company
James E. Prelog
5265 Ronald Reagan Blvd., Suite 210
Johnstown, Colorado 80534
970.800.3300
SITE ENGINEER / SURVEYOR
GAS Xcel Energy Stephanie Rich (970) 225-7828
ELECTRIC City of Fort Collins Light and Power Janet Mctague (970) 224-6152
CABLE Xfinity Don Kapperman (970) 484-7166
CV02
JEP
JPD
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
A. 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 City of Fort Collins.
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 City of Fort Collins Engineer. Use of these plans
after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer
who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of
Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the
date of approval of the plans by the City of Fort Collins 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 Developer 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
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
18''SS 18''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8
''SS 8''SS 8''SS 8''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''SS 8''SS 8''SS
8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
18''SS 18''SS 18''SS 18''SS 18''SS
S S S S
S S S S S S S
S S S S S S S S S
S S
S S S S S S S S S
S S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
18''SS 18''SS 18''SS 18''SS 18''SS
LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14
LOT 4 LOT 13
LOT 5 LOT 12
LOT 6 LOT 11
LOT 6 LOT 13
LOT 5
8''SS
SS 8''SS 8''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W
8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
S S
S S S S S S S S S S
S
S S S S S S S S S S S
S
S S S S S S S S S S
S S S S
S
S
S
S
LOT 4
LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13 LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
LOT 18
LOT 17
LOT 4 LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 8 LOT 9 LOT 10
LOT 11
ACT Q TRACT P
BLOCK 21
BLOCK 19
(UNPLATTED)
OWNER: WHITHAM FARMS LLC
REC. NO. 20010120159
NORTHEAST CORNER
SECTION 8, T.7N., R.68W.
FOUND 2 1/2" ALUMINUM CAP
ON #6 REBAR, LS 28285, 2000
IN MONUMENT BOX
N=19948.88
E=12609.27
BIPLANE STREET
BARNSTORMER STREET
VINE DRIVE
BURLINGTON NORTHERN RAILROAD
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
8''SS 8''SS 8''SS 8''SS 8''SS
18''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8
''SS 8''SS
12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS
8''SS
8''W 8''W 8''W 8''W 8''W 8''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''W
8''W 8''W 8''W 8''W 8''W 8''W
18''SS 18''SS 18''SS 18''SS 18''SS
S
S
18''SS 18''SS 18''SS 18''SS 18''SS
LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14
LOT 4 LOT 13
LOT 5 LOT 12
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
LOT 7
LOT 9 LOT 8
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 30 LOT 29 LOT 28
LOT 31
LOT 1
LOT 8
TRACT P
TRACT A
EAST RIDGE SECOND FILING
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 20
BLOCK 21
BLOCK 10
8''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W
8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
LOT 4
LOT 5
LOT 28 LOT 27 LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13 LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
LOT 18
LOT 17
LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10
LOT 8 LOT 11
BLOCK 21
(UNPLATTED)
OWNER: WHITHAM FARMS LLC
REC. NO. 20010120159
EET
BARNSTORMER STREET
VINE DRIVE
BURLINGTON NORTHERN RAILROAD
8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14 LOT 3
LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
BLOCK 7
BLOCK 8
BLOCK 9
UE
UE
UE
UE
UE
UE
YEAGER STREET
BARNSTORMER STREET
53.95
53.95
53.95
53.95
53.95
53.95
53.78
53.78
53.78
53.78
53.78
53.78
53.74
52.73
52.73
52.73
52.73
52.73
52.73
52.56
52.56
52.56
52.56
52.56
52.56
53.67
53.74
53.75
53.58
53.76
53.76
51.77
52.52
52.97
53.02
52.52
LOT 4 LOT 5 LOT 6
LOT 11 LOT 10
LOT 7
LOT 9 LOT 8
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 6 LOT 7
LOT 26
LOT 1
LOT 8
BLOCK 9
BLOCK 20
BLOCK 21
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
MARQUISE STREET
55.66
55.66
55.65
55.66
55.66
55.66
54.84
54.85
54.84
54.85
54.84
54.85
54.67
54.67
54.67
54.67
54.67
54.67
54.71
55.21
55.21
54.71
55.20
55.17 55.20
55.17
54.82
54.82
55.17
55.00
54.50
54.50
LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13 LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
U
E
UE
UE
UE
UE
UE
BARNSTORMER STREET
57.30
57.18
57.86
57.86
57.33
57.33
57.33
57.33
57.33
57.33
57.15 57.86
57.15
57.15
57.15 57.85
57.15 57.84
57.15 57.86
57.17
55.95
56.15
56.65
56.65
56.66
56.65
56.65
55.80 56.65
55.80
55.80
55.80
55.80
55.80
55.81
55.62
55.62
55.62
55.62
55.62
53.24
54.90
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
8''SS 8''SS 8''SS 8''SS 8''SS
18''SS 18''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
8''W 8''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W
8''W 8''W 12''W 12''W 12''W 12''W
8''W 8''W 8''W
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''W 8''W 8''W 8''W 8''W 8''W
18''SS 18''SS 18''SS
S
S
18''SS 18''SS 18''SS
LOT 1
LOT 2
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14
LOT 4 LOT 13
LOT 5 LOT 12
LOT 6 LOT 11
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
LOT 7
LOT 9 LOT 8
LOT 1 LOT 3 LOT 4 LOT 5
LOT 2 LOT 6 LOT 7
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1
LOT 8
LOT 2 LOT 3 LOT 4
LOT 1
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 20
BLOCK 10
BLOCK 18
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS
8''SS 8''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W
8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
LOT 4
LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13 LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
LOT 18
LOT 17
LOT 4 LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 8 LOT 9 LOT 10
LOT 11
BLOCK 21
BLOCK 19
(UNPLATTED)
OWNER: WHITHAM FARMS LLC
REC. NO. 20010120159
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
8''SS 8''SS 8''SS
M M
S
S
S
S
S
S
S
S
S
S
S
S
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
39+50 40+00 41+00 42+00 43+00 44+00
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 18"
SSWR PIPE
STA=40+00.00
SSMH 2.3
4'Ø MH
RIM=4951.28
INV IN (8" E)=4936.71
INV OUT (18" S)=4935.87
DEPTH=15.41
207.93 LF - 8'' PVC @ 0.60% 145.00 LF - 8'' PVC @ 0.60%
STA=42+07.93
SSMH 2.3-1
4'Ø MH
RIM=4951.23
INV IN (8" S)=4938.15
INV OUT (8" W)=4937.95
DEPTH=13.27
STA=43+52.93
SSMH 2.3-2
4'Ø MH
RIM=4949.91
INV OUT (8" N)=4939.02
DEPTH=10.89
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
22+00 21+00 20+00 19+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 18"
SSWR PIPE
STA=20+00.00
SSMH 2.1
4'Ø MH
RIM=4952.24
INV IN (8" N)=4934.55
INV IN (18" W)=4933.72
INV OUT (18" E)=4933.72
DEPTH=18.53
183.00 LF - 8'' PVC@ 4.00%
STA=21+83.00
SSMH 2.1-1
4'Ø MH
RIM=4953.39
INV OUT (8" S)=4941.87
DEPTH=11.52
9.5'
PROPOSED
STORM
CROSSING
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
72+00 71+00 70+00 69+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=70+00.00
SSMH 2.6
4'Ø MH
RIM=4952.60
INV IN (8" N)=4939.08
INV IN (8" E)=4939.08
INV OUT (8" W)=4938.87
DEPTH=13.72
178.00 LF - 8'' PVC@2.80%
STA=71+78.00
SSMH 2.6-1
4'Ø MH
RIM=4954.11
INV OUT (8" S)=4944.06
DEPTH=10.05
3.2'
PROPOSED
STORM
CROSSING
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
STA=10+00.00
EXMH A
6'Ø FLAT TOP MH
RIM=4948.88
INV IN (36" N)=4942.42
DEPTH=6.46
54.17 LF - 36'' RCP
@ 0.50%
STA=20+00.00 (STORM A1)
STA=10+54.17 STORM A
SDMH A1
6'Ø FLAT TOP MH
RIM=4949.31
INV IN (30" E)=4943.19
INV IN (30" W)=4943.19
INV OUT (36" S)=4942.69
DEPTH=6.62
65.21 LF - 30'' RCP @
0.50%
STA=11+19.38
INLET A2
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4949.97
INV IN (24" E)=4944.02
INV OUT (30" W)=4943.52
DEPTH=6.45
107.25 LF - 24'' RCP @ 0.50%
STA=12+26.63
INLET A3
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
RIM=4950.05
INV IN (24" E)=4944.55
INV OUT (24" W)=4944.55
DEPTH=5.50
98.75 LF - 24'' RCP @ 0.50%
STA=13+25.38
INLET A4
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
24+00 23+00 22+00 21+00 20+00 19+50
STA=10+54.17 (STORM A)
STA=20+00.00 STORM A1
SDMH A1
6'Ø FLAT TOP MH
RIM=4949.31
INV IN (30" E)=4943.19
INV IN (30" W)=4943.19
INV OUT (36" S)=4942.69
DEPTH=6.62
STA=20+33.54
INLET A1.1
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
RIM=4948.11
INV IN (24" W)=4943.86
INV OUT (30" E)=4943.36
DEPTH=4.75
33.54 LF
- 30'' RCP
@ 0.50%
107.18 LF - 24'' RCP @ 0.50%
STA=21+40.72
INLET A1.2
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
RIM=4948.54
INV IN (24" W)=4944.39
INV OUT (24" E)=4944.39
DEPTH=4.14
166.86 LF - 24'' RCP @ 0.30%
STA=23+07.58
INLET A1.3
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4951.56
INV OUT (24" E)=4944.89
DEPTH=6.67
STA=21+92.10 7.2'
INV=4935.55
SANITARY
CROSSING
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
29+50 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 37+50
STA=30+00.00
EX INLET B
TRIPLE TYPE 13 COMBO INLET
RIM=4950.59
INV IN (42" N)=4941.41
DEPTH=9.18
31.25 LF
- 42'' RCP
@ 0.52%
STA=40+00.00 (STORM B1)
STA=30+31.25 STORM B
SDMH B1
7'Ø MH
RIM=4951.47
INV IN (36" E)=4942.07
INV IN (24" W)=4943.07
INV OUT (42" S)=4941.57
DEPTH=9.89
STA=30+66.72
INLET B2
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
RIM=4950.31
INV IN (30" E)=4942.75
INV OUT (36" W)=4942.25
DEPTH=8.06
35.47 LF - 36'' RCP @ 0.50% 98.75 LF - 30'' RCP @ 0.50%
STA=31+65.47
INLET B3
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4952.09
INV IN (30" E)=4943.24
INV OUT (30" W)=4943.24
DEPTH=8.84
107.25 LF - 30'' RCP @ 0.50%
STA=32+72.72
INLET B4
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
RIM=4951.54
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
42+00 41+00 40+00 39+50
STA=30+31.25 (STORM B)
STA=40+00.00 STORM B1
SDMH B1
7'Ø MH
RIM=4951.47
INV IN (36" E)=4942.07
INV IN (24" W)=4943.07
INV OUT (42" S)=4941.57
DEPTH=9.89
STA=41+70.78
INLET B1.2
NYLOPLAST DRAIN BASIN
W/ 12" DOME GRATE
RIM=4952.02
INV OUT (12" E)=4944.93
DEPTH=7.09
STA=40+72.03
INLET B1.1
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
RIM=4951.07
INV IN (12" W)=4944.43
INV OUT (24" E)=4943.43
DEPTH=7.64
98.75 LF - 12'' RCP @ 0.50% 72.03 LF - 24'' RCP @ 0.50%
5.8'
STA=41+21.15
INV=4938.02
SANITARY
CROSSING
PROPOSED
GRADE
EXISTING
GROUND 100 yr
HGL
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
M M M M
12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS 8''SS
PRIVATE DRIVE F
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
23+00 22+00 21+00 20+00 19+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
23+00 22+00 21+00 20+00 19+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
23+00 22+00 21+00 20+00 19+50
-2.02%
-8.33%
2.00% 8.33%
0.00% -4.54%
3.59%
0.80%
2.00%
STA: 20+00.00
ELEV=4949.09
STA: 20+13.00
ELEV=4948.82
STA: 20+15.00
ELEV=4948.66
STA: 20+22.00
ELEV=4949.24
STA: 20+26.50
ELEV=4949.33
STA: 20+35.50
ELEV=4948.92
STA: 20+37.50
ELEV=4948.92
STA: 22+39.50
ELEV=4951.54
(4949.1)
4949.09
(4948.7)
4950.09
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
33+00 32+00 31+00 30+00 29+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
33+00 32+00 31+00 30+00 29+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
33+00 32+00 31+00 30+00 29+50
-2.43%
8.33% -8.33%
2.00%
2.00%
1.94%
0.88%
STA: 30+00.00
ELEV=4949.27
STA: 30+13.00
ELEV=4948.96
STA: 30+15.00
ELEV=4948.79
STA: 30+22.00
ELEV=4949.37
STA: 30+26.50
ELEV=4949.46
STA: 32+36.50
ELEV=4951.99
(4949.3)
4949.27
(4948.8)
4950.48
(4950.4)
4951.36
(4947.6)
4949.92
(4949.7)
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
53+00 52+00 51+00 50+00 49+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
53+00 52+00 51+00 50+00 49+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
53+00 52+00 51+00 50+00 49+50
-2.38%
8.33% -8.33%
2.00%
0.23%
0.80%
2.00%
STA: 50+00.00
ELEV=4952.32
STA: 50+13.00
ELEV=4952.01
STA: 50+15.00
ELEV=4951.84
STA: 50+22.00
ELEV=4952.42
STA: 50+26.50
ELEV=4952.51
STA: 50+61.50
STA: 52+44.50 ELEV=4952.59
ELEV=4954.39
(4952.3)
4952.32
(4952.1)
4952.90
(4953.5)
4953.70
(4952.3)
4952.57
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
73+00 72+00 71+00 70+00 69+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
73+00 72+00 71+00 70+00 69+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
73+00 72+00 71+00 70+00 69+50
-2.38%
8.33% -8.33%
2.00%
2.00%
2.09%
0.80%
STA: 70+00.00
ELEV=4951.42
STA: 70+13.00
ELEV=4951.11
STA: 70+15.00
ELEV=4950.94
STA: 70+22.00
ELEV=4951.53
STA: 70+26.50
ELEV=4951.62
STA: 72+44.50
ELEV=4954.15
(4951.4)
4951.42
(4951.2)
4952.65
(4952.6)
4953.45
(4951.4)
4952.10
(4951.9)
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
97+00 96+00 95+00 94+00 93+00 92+00 91+00 90+00 89+50
2.25%
8.53%
-8.39% -2.00%
4.54%
-0.00%
2.00%
8.33%
-2.30%
-8.33%
-3.46%
2.20%
0.80%
1.01%
0.80%
-2.00%
-0.80%
STA: 90+00.00
ELEV=4953.89
STA: 95+91.12
ELEV=4955.02
STA: 95+78.12
ELEV=4954.72
STA: 95+76.12
ELEV=4954.55
STA: 95+69.12
ELEV=4955.14
STA: 95+64.62
LOT 13
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 19
LOT 24
LOT 23
LOT 22
LOT 21
LOT 20
LOT 30
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 31
LOT 36
LOT 35
LOT 34
LOT 33
LOT 32
LOT 42
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 43
LOT 48
LOT 47
LOT 46
LOT 45
LOT 44
LOT 54
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 55
LOT 60
LOT 59
LOT 58
LOT 57
LOT 56
LOT 66
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
BARNSTORMER STREET
VION LANE
GER STREET
PRIVATE DRIVE B
PRIVATE DRIVE C
PRIVATE DRIVE E
PRIVATE DRIVE D
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
IP
IP
WD
WD
WD
VTC
IP
IP IP IP IP IP
IP IP
WD
WD WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD WD
WD WD
WD
WD WD
WD WD
WD
WD WD
WD WD
WD
WD WD
WD WD
WD
WD WD
WD
WD
VTC VTC VTC
WD WD WD WD
S
F
SF SF SF SF SF
SF SF
SF SF
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
Fut-A Fut-B
BARNSTORMER STREET
BARNSTORMER STREET
VINE DRIVE
VINE DRIVE
BURLINGTON NORTHERN RAILROAD
BURLINGTON NORTHERN RAILROAD
K3 K4 K5 K6 K7 K8 K9
K10 K11 L1 L2 L3
L4 L5 L6 L7 L8
OS1
A1
A2
A3
B1
B2
OS3 OS4 OS5
OS6 OS7
OS8 OS9
53
52
52
51
51
51 52
52
52
52
52
53
52
52
49
49
49
49 49
51
51
51
51
52 52
52
52
53
53
53
53
53
53
51
51
53
52
51
51
52
54
54
54
54
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT01-DT03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
TRENCH WIDTH TABLE
PVC PIPE DUCTILE IRON PIPE AC PIPE
PIPE
DIAMETER
(inches)
MAXIMUM
TRENCH WIDTH
(inches)
PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM
4 28
6 30
8 32
10 34
12 36
14 38
16 40
18 42
24 46
4 28
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT01-DT03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT02
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT03
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
o
4 CLAY CUTOFF WALL
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT06
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT04
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NYLOPLAST DRAIN BASIN
1 W/ DOME GRATE 2
NON TRAFFIC INSTALLATION
3 FOR NYLOPLAST DRAIN BASIN
NYLOPLAST DRAIN BASIN W/
2' X 3' STEEL BAR GRATE
EAST RIDGE FOURTH FILING
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT05
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
2"R.
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT06
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT07
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SILT FENCE
SF
WATTLE INSTALLATION
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
STRAW WATTLE
(SEE DETAIL 2 ON DT09 FOR DETAIL)
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT08
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CURB INLET PROTECTION VEHICLE CONTROL TRACKING PAD
IP
VTC
1 2
Mobilization Demolition Grading
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DT04-DT12_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
DT09
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
1 ROCK3MANAGEMENT SOCK DETAIL 2 STABILIZED STAGING AREA STOCKPILE
4 CONCRETE WASHOUT AREA
CWA
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
Utilities
Installation
Flat work
Installation
Vertical
Installation Landscape Demobilization
Best Management Practices (BMPs)
Structural "Installation"
Silt Fence Barriers*
Contour Furrows (Ripping / Disking)
Vehicle Tracking Pad*
Flow Barriers (Wattles)*
Inlet Filter Bags*
Any prior inlets
that could use
protecting
Rock Bags*
Any prior inlets
that could use
protecting
Collecting Asphalt / Concrete Saw Cutting Waste
*All BMPs to be Removed once Construction is Complete.
Vegetative
Temporary Seeding Planting
Any time the
site will sit
dorment
longer than
30 Days.
Mulching/Sealant
Any time the
site will sit
dorment
longer than
30 Days.
Permanent Seeding Planting
Sod Installation
Other:
3 CONSTRUCTION4BAG FENCE DANDY
IPDA
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND
FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES
OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO
PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO
LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE
USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN
INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST
WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY
DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE
NEEDED TO BEGIN THE STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH
SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE
WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE
STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL
THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE
WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT
SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO
NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END,
ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE
SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO
BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO
BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG
TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
OR ROCK SOCK
LIP OF GUTTER
SIDEWALK
EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
OR ROCK SOCK
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
OR ROCK SOCK
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS
FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO
PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP
SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE
INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB AND FOLLOW
CURB FOR 1 FOOT (MIN.)
END SHALL ABUT TIGHTLY
TO BACK OF CURB AND FOLLOW
CURB FOR 1 FOOT (MIN.)
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT FIBERS
SHALL BE USED WHEN INSTALLATION COMES IN
CONTACT WITH A WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL
FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE
INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SWALE WATTLE DIKE DROP INLET PROTECTION
IP
1 2
4 5
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB AND FOLLOW
CURB FOR 1 FOOT (MIN.)
SF SF SF
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
2' - 3'
FROM F
Street Curb
See Figure 16-1
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
ATTACHED SIDEWALK DETAIL
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
MOSAIC TOWNHOMES
4. Anchor Stub and post are square steel tube (perforated).
CRITERIA FOR SINGLE POST
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
2' - 3'
FROM F
Street Curb
See Figure 16-1
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
ATTACHED SIDEWALK DETAIL
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
6 30
8 32
10 34
12 36
4 28
6 32
8 32
10 36
12 36
14 42
16 42
18 44
24 48
SEE TRENCH WIDTH TABLE BELOW
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
DT01
JEP
NEW
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
REM 9/99
WATER MAIN
STAINLESS STEEL TAPPING SLEEVE-I.P. FITTING
(SUBJECT TO DISTRICT APPROVAL)
BEDDING OF WATERMAIN-
TYPE 'K' COPPER
-ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION
PL
SEE ELCO STANDARD BEDDING DETAIL
1-1/2" THROUGH 2"
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
54 54
53
53
53
51
52
53
53 54
52
53
54
53 53
54
54 54
53
54
53
53
54
54
54 54
52
52
52
54
53
52
54
53
52
53
51
51
54
52
53 54
54
53
54
54
54
53
53
53
54
53
52 53
54 54
56 56
54
54 53
53
52
54
54
57
56
53
54
56
54
56
56
56
57
56
57
56
57
56
acres
K3
0.43
0.54
0.61
acres
K4
0.68
0.85
0.71
acres
K5
0.70
0.88
0.38
acres
K6
0.66
0.83
0.71
acres
K7
0.64
0.80
0.43
acres
K8
0.70
0.87
0.66
acres
K9
0.64
0.81
0.43
acres
K10
0.70
0.87
0.68
acres
K11
0.65
0.81
0.37
acres
L1
0.49
0.61
0.08
acres
L2
0.74
0.93
0.57
acres
L3
0.63
0.79
0.40
acres
L4
0.72
0.90
0.67
acres
L5
0.63
0.78
0.40
acres
L6
0.70
0.88
0.70
acres
L7
0.63
0.79
0.38 acres
L8
0.70
0.87
0.72
acres
OS1
0.38
0.48
0.54
acres
B2
0.62
0.78
2.77
acres
A3
0.66
0.83
1.54
acres
A2
0.68
0.86
0.70
acres
A1_rev
0.64
0.80
0.74
acres
OS2
0.25
0.31
0.02 acres
OS3
0.25
0.31
0.09
acres
OS4
0.25
0.31
0.14
acres
OS5
0.25
0.31
0.15
acres
OS6
0.25
0.31
0.15
acres
OS7
0.25
0.31
0.12
acres
OS8
0.25
0.31
0.20 acres
OS9
0.25
0.31
0.19
OS2
52 52
52
53
51
53
51
52
51
51
51
52
52
52
51
52
51
51
51
52
52 52
53
53
54
53
53
52
53
52
52
54
54
54
54
54
54
54
53
54
54
54
54
54 53
54
53
PROPOSED UTILITY PLANS FOR: EAST
RIDGE SECOND FILING
DATED: 6.30.16
1 1 1 1
1 1 1 1 1 1 1
1 1 1 1
2
2 2
2 2 2 2 2
3 3 3 3 4
4 4
5
6
7
8 8
10
10
BURLINGTON NORTHERN RAILROAD
BARNSTORMER STREET
L8 L9
L10
OS10
6 56
54
56
54
56
56
57
58
58
58
58
58
57
56 56
56
57
57
57
58
57
58
57
58
acres
L8
0.70
0.87
0.72
acres
L9
0.66
0.82
0.36
acres
L10
0.65
0.81
0.40
acres
B1_rev
0.66
0.82
0.85
acres
OS10
0.25
0.31
0.22
56
56
57
57
56
57
56
57
1 1
2 2
4
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_DR01_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
DR01
JEP
NEW
( IN FEET )
1 inch = ft.
60Feet 0 60
60
120 180
DRAINAGE NOTES
PROPOSED AREA INLET (e.g. NYLOPLAST DRAIN BASIN WITH GRATE)
PROPOSED 10' CURB CUT
PROPOSED STORM DRAIN A
PROPOSED STORM DRAIN B
CONNECT TO EXISTING STORM DRAIN C IN EAST RIDGE SECOND FILING
CONNECT TO EXISTING STORM DRAIN D IN EAST RIDGE SECOND FILING
EXISTING STORM DRAIN C (CONSTRUCTED W/EAST RIDGE SECOND FILING)
EXISTING STORM DRAIN D (CONSTRUCTED W/EAST RIDGE SECOND FILING)
EXISTING TYPE 'R' INLET - LENGTH VARIES
EXISTING NO. 16 INLET - LENGTH VARIES
1
2
3
4
5
6
7
8
9
10
Tributary Area
C2 C
100
tc | 2-Year tc | 100-Year Q
2 Q100
Sub-basin (acres) (min) (min) (cfs) (cfs)
K3 0.61 0.43 0.54 8.7 7.6 0.6 2.9
K3 + OS2 0.63 0.43 0.53 10.1 9.0 0.6 2.7
K4 0.71 0.68 0.85 5.1 5.0 1.4 6.0
K4 + OS3 0.80 0.63 0.79 5.4 5.0 1.4 6.3
K4, OS3 + OS1 1.33 0.53 0.67 11.8 11.8 1.5 6.5
K5 0.38 0.70 0.88 5.0 5.0 0.8 3.4
K6 0.71 0.66 0.83 5.0 5.0 1.3 5.9
K6 + OS4 0.85 0.60 0.74 5.4 5.0 1.4 6.3
K7 0.43 0.64 0.80 5.0 5.0 0.8 3.5
K8 0.66 0.70 0.87 5.4 5.0 1.3 5.7
K8 + OS5 0.81 0.61 0.77 5.8 5.0 1.4 6.2
K9 0.43 0.64 0.81 5.0 5.0 0.8 3.4
K10 0.68 0.70 0.87 5.4 5.0 1.3 5.9
K10 + OS6 0.83 0.62 0.78 5.8 5.0 1.4 6.4
K11 0.37 0.65 0.81 5.0 5.0 0.7 3.0
L1 0.08 0.49 0.61 5.0 5.0 0.1 0.5
L2 0.57 0.74 0.93 5.0 5.0 1.2 5.3
L2 + OS7 0.69 0.66 0.82 5.1 5.0 1.3 5.7
L3 0.40 0.63 0.79 5.0 5.0 0.7 3.1
L4 0.67 0.72 0.90 5.0 5.0 1.4 6.0
L4 + OS8 0.87 0.61 0.76 5.1 5.0 1.5 6.6
L5 0.40 0.63 0.78 5.0 5.0 0.7 3.1
L6 0.70 0.70 0.88 5.0 5.0 1.4 6.1
L6 + OS9 0.89 0.60 0.75 5.5 5.0 1.5 6.7
L7 0.38 0.63 0.79 5.5 5.0 0.7 3.0
L8 0.72 0.70 0.87 5.8 5.0 1.4 6.2
L8 + OS10 0.94 0.59 0.74 7.1 6.0 1.4 6.5
L9 0.36 0.66 0.82 5.0 5.0 0.7 2.9
L10 0.40 0.65 0.81 5.0 5.0 0.7 3.2
A1_rev 0.74 0.64 0.80 8.2 7.3 1.1 5.2
B1_rev 0.85 0.66 0.82 10.7 9.7 1.2 5.5
14.32
OS1 0.54 0.38 0.48 13.7 13.2 0.4 1.8
OS2 0.02 0.25 0.31 5.0 5.0 0.0 0.1
OS3 0.09 0.25 5.0 5.0 0.1 0.3
OS4 0.14 0.25 0.31 5.0 5.0 0.1 0.4
OS5 0.15 0.25 0.31 5.0 5.0 0.1 0.5
OS6 0.15 0.25 0.31 5.0 5.0 0.1 0.5
OS7 0.12 0.25 0.31 5.0 5.0 0.1 0.4
OS8 0.20 0.25 0.31 5.0 5.0 0.1 0.6
OS9 0.19 0.25 0.31 5.0 5.0 0.1 0.6
OS10 0.22 0.25 0.31 5.0 5.0 0.2 0.7
ROTATION: 0°
Stormwater Quality
Strategy/Detention Tributary Basins
Tributary Area
WS Elev. (Event Noted) Volume Release Rate
acres ac-ft cfs
1 - Bioswale A Basins (Includes: Fut-A) 21.92 N/A N/A N/A
2 - Sand Filter (SF) B, E and F Basins (Includes: Fut-B) 37.46 WQ=4933.93 0.75 N/A
3 - Extended Detention Basin (EDB) C and D Basins 23.74 WQ=4931.78 0.61 40-Hour Drain Time
4 - Extended Detention Basin (EDB) G and H Basins (Includes: Fut-G, Fut-H and Fut-TL2) 30.61 WQ=4932.13 0.94 40-Hour Drain Time
5 - Sand Filter (SF) I Basins (Includes Fut-I and Fut-TL3) 14.28 WQ=4931.87 0.33 N/A
6 - Grass Buffer LID feature for Neighborhood Park future parking lot
and impervious area around perimeter 21.31 N/A N/A N/A
MATCHLINE-SEE BELOW
MATCHLINE-SEE ABOVE
DESIGN POINT
MAJOR BASIN BOUNDARY
OVERLAND FLOW DIRECTION
(I.E., LANDSCAPING)
DRAINAGE SYMBOLS:
LEGEND:
DIRECT FLOW DIRECTION
(I.E., PAVEMENT, CURB AND
GUTTER)
RIGHT-OF-WAY
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED STORM INLET
PROPOSED LOTLINE
EASEMENT LINE
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
EXISTING BASIN BOUNDARY
(PER PROPOSED UTILITY PLANS
FOR EAST RIDGE SECOND FILING
DATED: 6.30.16)
4910
98
4552
4550
A1
BASIN ID
MINOR (2YEAR) RUNOFF
COEFFICIENT
MAJOR (100YEAR) RUNOFF
COEFFICIENT
BASIN AREA
(ACRES)
acres
A1
0.23
0.45
1.00
EXISTING STORM INLET
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
DATED : 6.30.16
PRIVATE DRIVE F
PRIVATE DRIVE G
PRIVATE DRIVE H
PRIVATE DRIVE I
PRIVATE DRIVE I
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF
BARNSTORMER STREET
IP
IP VTC
ECB
IP IP IP IP IP
IP
WD IP IP IP
WD WD WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
VTC
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD WD
WD WD
WD
WD WD
WD WD
WD
WD WD
WD WD
WD WD WD
D
VTC VTC VTC
WD WD WD
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_EC01_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
EC01
JEP
JPD
KEYMAP
EC01
MATCHLINE-SEE ABOVE
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE
UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR
PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT
INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
MATCHLINE-SEE BELOW
ROTATION: 0°
1. THIS EROSION CONTROL PLAN AND ASSOCIATED SWMP ARE LIVING DOCUMENTS REQUIRING PERIODIC
REVIEW AND UPDATING AS SITE CONDITIONS CHANGE OR AS REQUIRED BY LOCAL AUTHORITIES. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ONGOING COMPLIANCE WITH THE REQUIREMENTS
OF THE STORMWATER DISCHARGE PERMIT.
2. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION AND REVEGETATION METHODS SHALL FOLLOW
CITY OF FORT COLLINS REGULATIONS.
4. DURING CONSTRUCTION PHASING, INSTALL EROSION CONTROL MEASURES FOLLOWING BMPS WITH
EACH PHASE, AS REQUIRED.
5. PERIMETER PROTECTION (I.E., STRAW WATTLES) IS SHOWN AROUND EACH BLOCK THAT IS A PART OF
THE PROPOSED IMPROVEMENTS. REFER TO THE LEGEND (SEE RIGHT). THIS PERIMETER PROTECTION
SHALL BE INSTALLED WHEN CURB, GUTTER AND SIDEWALK INSTALLATION IS COMPLETED IN THE
ADJOINING RIGHT-OF-WAY. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING PERIMETER
PROTECTION (i.e., STRAW WATTLES) DAMAGED BY CONSTRUCTION TRAFFIC (e.g., TRUCKS DRIVING
OVER STRAW WATTLES AND FLATTENING THEM).
6. FOLLOWING OVERLOT GRADING OR ANY OTHER LAND DISTURBING ACTIVITY, ALL OTHER AREAS OF
THE SITE TO BE DEVELOPED DURING LATER PHASES OF CONSTRUCTION AND WHICH SHALL REMAIN
EXPOSED FOR MORE THAN THIRTY-(30) DAYS WILL REQUIRE TEMPORARY OR PERMANENT EROSION
CONTROL (I.E., SEED/MULCH, LANDSCAPING, ETC.).
7. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON SEEDING/PLANTING, REVEGETATION,
EROSION FABRIC/BLANKETS, IRRIGATION, HARDSCAPE AND OTHER TEMPORARY AND PERMANENT
SITE STABILIZATION METHODS.
8. SEE EROSION CONTROL NOTES ON THIS SHEET AND GRADING & EROSION CONTROL NOTES ON SHEET
CV02, AS WELL AS DETAILS ON SHEETS DT09-DT11.
GENERAL NOTES:
EXISTING STORM SEWER
PROPOSED STORM SEWER
VEHICLE TRACKING CONTROL PAD
SILT FENCE
PLANTED RIPRAP OUTLET PROTECTION
INLET PROTECTION
CONCRETE WASHOUT AREA
NOTE:
ALL BMPs SHOWN ARE
GRAPHICAL IN NATURE.
FINAL SIZE AND
LOCATION SHALL BE
DETERMINED BY THE
CONTRACTOR.
OUTLET PROTECTION
STABILIZED STAGING AREA
STOCKPILE MANAGEMENT
PROPERTY BOUNDARY
SF
OP
IP
CWA
SSA
SP
VTC
RP
LEGEND:
PERMANENT BMPs
TEMPORARY BMPs
PROPOSED SWALE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED CURB AND GUTTER
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
4552
4550
PROPOSED MINOR CONTOUR 4900
PROPOSED MAJOR CONTOUR
PROPOSED STORM INLET
44
PROPOSED MANHOLE
SF SF
INLET (REFER PROTECTION TO DANDY BAG IN DRIVE DETAIL AISLES ON SHEET (DA) DT10) IPDA
SWALE WATTLE DIKE WD
LOT PERIMETER PROTECTION W/CONSTRUCTION FENCE WD
(REFER TO DETAIL 3 ON SHEET DT10)
EROSION CONTROL BLANKET ECB
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
LOT 1 LOT 16 LOT 1
LOT 18
BARNSTORMER STREET
NAVION LANE
VINE DRIVE
VICOT WAY
YEAGER STREET
MARQUISE STREET
BURLINGTON NORTHERN RAILROAD
1
2
1
2
1
2
1
2
1
2
PRIVATE DRIVE B
PRIVATE DRIVE C
PRIVATE DRIVE D
PRIVATE DRIVE E
PRIVATE DRIVE F
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
LOT 13
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 19
LOT 24
LOT 23
LOT 22
LOT 21
LOT 20
LOT 30
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 31
LOT 36
LOT 35
LOT 34
LOT 33
LOT 32
LOT 42
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 43
LOT 48
LOT 47
LOT 46
LOT 45
LOT 44
LOT 54
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 55
LOT 60
LOT 59
LOT 58
LOT 57
LOT 56
LOT 66
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
3 3 3 3 3 3 3 3 3 3
19'
8'
18.5'
19'
19'
19'
19' 19'
19' 19'
19'
8'
8'
LOT 114
LOT 67 LOT 102
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 78
LOT 73
LOT 74
LOT 75
LOT 79
LOT 84
LOT 83
LOT 81
LOT 90
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89
LOT 91
LOT 96
LOT 95
LOT 94
LOT 93
LOT 92
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 103
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 82
LOT 76
LOT 77 LOT 80
3 LOT 4 LOT 1 LOT 2
LOT 3 LOT 4
LOT 5 LOT 7 LOT 8
LOT 6 LOT 9 LOT 10
LOT 11 LOT 12 LOT 13 LOT 14
BARNSTORMER STREET
VINE DRIVE
BURLINGTON NORTHERN RAILROAD
TRACT A
1
2
1
2
1
2
1
2
PRIVATE DRIVE G
PRIVATE DRIVE H
PRIVATE DRIVE I
PRIVATE DRIVE I
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
LOT 114
LOT 67 LOT 102
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 78
LOT 73
LOT 74
LOT 75
LOT 79
LOT 84
LOT 83
LOT 81
LOT 90
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89
LOT 91
LOT 96
LOT 95
LOT 94
LOT 93
LOT 92
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 103
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 82
LOT 76
LOT 77 LOT 80
3 3 3 3 3 3 3 3 3
19'
8'
19' 19' 19'
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD06_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE
UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE
CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR
PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT
INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP
RD06
JEP
NEW
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
MATCHLINE-SEE THIS SHEET
ROTATION: 0°
MATCHLINE-SEE THIS SHEET
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON THE COVER SHEET OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
2. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
3. ALL SIGNAGE SHALL BE PER LOCAL ENTITY STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD.
4. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
5. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT.
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMENT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE LOCAL ENTITY ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
7. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
8. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
9. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
10. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
11. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE LOCAL ENTITY
ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE
2-YEAR WARRANTY PERIOD WILL BEGIN.
12. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
13. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
14. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD, THE LOCAL ENTITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE LOCAL ENTITY ENGINEER DETERMINES THAT AN UNFORESEEN CONDITION
WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND
STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION
(EXCEPT FAIR WEAR ON TRAFFIC MARKINGS).
15. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
SIGN INDEX:
1 R1-1 STOP SIGN (30"x 30")
2 STREET NAME SIGN
3
NOTES:
1. ALL POSTED SPEED LIMITS ARE 25 MPH UNLESS OTHERWISE POSTED.
RD06
NO
FIREPARKING LANE NO PARKING SIGN
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
ELEV=4955.23
STA: 95+55.62
ELEV=4954.82
STA: 90+26.50
ELEV=4954.10
STA: 90+22.00
ELEV=4954.01
STA: 90+13.00
ELEV=4953.59
STA: 90+15.00
ELEV=4953.43
STA: 95+53.62
ELEV=4954.82
STA: 90+61.50
ELEV=4954.87
STA: 91+86.58
ELEV=4955.87
STA: 92+27.20
ELEV=4956.28
STA: 94+04.66
ELEV=4956.66
STA: 95+29.64
ELEV=4955.65
(4953.9)
4953.89
(4953.7)
4955.18
(4955.1)
4956.01
(4955.8)
4956.86
(4956.9)
4956.75
(4956.9)
4955.89
(4953.9)
4954.62
(4954.4)
4955.58
(4955.5)
4956.46
(4956.2)
4957.25
(4957.2)
4956.29
(4955.2)
4954.95
2.25%
8.53% -8.39%
-2.00%
2.00%
8.33%
-2.30%
-8.33%
-0.80%
-1.80%
1.80%
0.80%
STA: 90+00.00
ELEV=4953.83
STA: 96+18.88
ELEV=4955.07
STA: 96+05.88
ELEV=4954.77
STA: 96+03.88
ELEV=4954.60
STA: 95+96.88
ELEV=4955.19
STA: 90+26.50
ELEV=4954.04
STA: 90+22.00
ELEV=4953.95
STA: 90+13.00
ELEV=4953.53
STA: 90+15.00
ELEV=4953.37
STA: 95+92.38
ELEV=4955.28
(4953.8)
4953.83
(4953.7)
4954.98
(4955.0)
4955.78
(4955.8)
4956.58
(4956.6)
4957.15
(4957.5)
4956.37
(4954.7)
4954.93
(4953.9)
4954.46
(4954.3)
4955.38
(4955.5)
4956.18
(4956.2)
4956.98
(4957.5)
4956.77
(4955.9)
4955.96
-2.30%
-8.33%
2.00% 8.33%
-4.54%
-2.00%
8.53% -8.39%
2.25%
0.00%
3.45%
-0.80%
-2.25%
0.80% 0.80%
0.66%
STA: 90+00.00
ELEV=4953.78
STA: 90+13.00
ELEV=4953.48
STA: 90+15.00
ELEV=4953.31
STA: 90+22.00
ELEV=4953.90
STA: 90+26.50
ELEV=4953.99
STA: 90+35.50
STA: 96+26.11 ELEV=4953.58
ELEV=4955.25
STA: 96+33.11
ELEV=4954.66
STA: 96+35.11
ELEV=4954.83
STA: 96+48.11
ELEV=4955.13
STA: 90+37.50
STA: 96+21.61 ELEV=4953.58
ELEV=4955.34
STA: 91+86.46
ELEV=4955.41
STA: 92+52.94
ELEV=4955.85
(4953.8)
4953.78
(4953.6)
4954.71
(4954.9)
4955.50
(4955.9)
4956.22
(4956.6)
4957.02
(4958.0)
4956.80
(4955.5)
4955.83
(4953.8)
4954.00
(4954.3)
4955.11
(4955.6)
4955.83
(4956.2)
4956.62
(4957.8)
4957.19
(4957.7)
4956.40
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
HP STA:93+56.67
HP ELEV:4957.26
PVI STA:93+67.38
PVI ELEV:4957.4
K:17.86
LVC:50.00
BVCS:93+42.38
BVCE:4957.20
EVCS:93+92.38
EVCE:4956.90
HP STA:93+87.08
HP ELEV:4957.18
PVI STA:93+87.08
PVI ELEV:4957.3
K:30.00
LVC:48.00
BVCS:93+63.08
BVCE:4957.08
EVCS:94+11.08
EVCE:4957.08
HP STA:95+42.39
HP ELEV:4956.03
PVI STA:95+57.39
PVI ELEV:4955.9
K:30.00
LVC:30.00
BVCS:95+42.39
BVCE:4956.03
EVCS:95+72.39
EVCE:4955.64
HP STA:90+76.50
HP ELEV:4954.79
PVI STA:90+61.50
PVI ELEV:4954.7
K:30.00
LVC:30.00
BVCS:90+46.50
BVCE:4954.40
EVCS:90+76.50
EVCE:4954.79
HP STA:94+36.32
HP ELEV:4957.22
PVI STA:94+36.32
PVI ELEV:4957.3
K:30.00
LVC:48.00
BVCS:94+12.32
BVCE:4957.12
EVCS:94+60.32
EVCE:4957.12
HP STA:90+76.50
HP ELEV:4954.53
PVI STA:90+61.50
PVI ELEV:4954.4
K:11.32
LVC:30.00
BVCS:90+46.50
BVCE:4953.89
EVCS:90+76.50
EVCE:4954.53
HP STA:95+72.91
HP ELEV:4956.22
PVI STA:95+87.91
PVI ELEV:4956.1
K:20.63
LVC:30.00
BVCS:95+72.91
BVCE:4956.22
EVCS:96+02.91
EVCE:4955.76
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE I to
LEFT FLOWLINE
90+00.00 96+41.11
50 5
PRIVATE DRIVE I
CENTERLINE
90+00.00 96+18.88
50 5
PRIVATE DRIVE I
RIGHT FLOWLINE
90+00.00 95+91.12
50 5
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
RD05
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. SEE SHEET CV01 FOR TYPICAL SECTIONS.
7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
ROTATION: 90°
RD01 RD02 RD03 RD04 RD05
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4953.05
-2.38%
8.33% -8.33%
2.00%
1.80%
0.80%
2.00%
STA: 70+00.00
ELEV=4951.36
STA: 70+13.00
ELEV=4951.05
STA: 70+15.00
ELEV=4950.88
STA: 70+22.00
ELEV=4951.47
STA: 70+26.50
ELEV=4951.56
STA: 72+44.50
ELEV=4953.99
(4951.4)
4951.36
(4951.2)
4952.49
(4952.5)
4953.29
(4951.4)
4951.98
(4951.8)
4952.89
-2.38%
-8.33%
8.33%
2.00%
-4.54%
0.00%
3.59%
0.80%
2.00%
STA: 70+00.00
ELEV=4951.31
STA: 70+13.00
ELEV=4951.00
STA: 70+15.00
ELEV=4950.83
STA: 70+22.00
ELEV=4951.41
STA: 70+26.50
ELEV=4951.50
STA: 70+35.50
ELEV=4951.10
STA: 70+37.50
ELEV=4951.10
STA: 72+44.50
ELEV=4953.76
(4951.3)
4951.31
(4951.1)
4952.27
(4952.4)
4953.07
(4951.3)
4951.51
(4951.8)
4952.67
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:72+01.50
LP ELEV:4953.47
PVI STA:72+16.50
PVI ELEV:4953.6
K:25.00
LVC:30.00
BVCS:72+01.50
BVCE:4953.47
EVCS:72+31.50
EVCE:4953.89
LP STA:72+01.50
LP ELEV:4953.31
PVI STA:72+16.50
PVI ELEV:4953.4
K:25.00
LVC:30.00
BVCS:72+01.50
BVCE:4953.31
EVCS:72+31.50
EVCE:4953.73
LP STA:72+01.50
LP ELEV:4953.08
PVI STA:72+16.50
PVI ELEV:4953.2
K:25.00
LVC:30.00
BVCS:72+01.50
BVCE:4953.08
EVCS:72+31.50
EVCE:4953.50
HP STA:70+76.50
HP ELEV:4952.47
PVI STA:70+61.50
PVI ELEV:4952.3
K:23.33
LVC:30.00
BVCS:70+46.50
BVCE:4952.03
EVCS:70+76.50
EVCE:4952.47
HP STA:70+76.50
HP ELEV:4952.31
PVI STA:70+61.50
PVI ELEV:4952.2
K:30.00
LVC:30.00
BVCS:70+46.50
BVCE:4951.92
EVCS:70+76.50
EVCE:4952.31
HP STA:70+84.00
HP ELEV:4952.14
PVI STA:70+61.50
PVI ELEV:4952.0
K:16.13
LVC:45.00
BVCS:70+39.00
BVCE:4951.15
EVCS:70+84.00
EVCE:4952.14
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
83+00 82+00 81+00 80+00 79+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
83+00 82+00 81+00 80+00 79+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
83+00 82+00 81+00 80+00 79+50
-2.34%
8.33% -8.33%
2.00%
1.37%
0.80%
2.00%
STA: 80+00.00
ELEV=4952.66
STA: 80+13.00
ELEV=4952.35
STA: 80+15.00
ELEV=4952.18
STA: 80+22.00
ELEV=4952.77
STA: 80+26.50
ELEV=4952.86
STA: 82+31.50
ELEV=4955.03
(4952.7)
4952.66
(4952.5)
4953.65
(4953.8)
4954.47
(4952.7)
4953.18
(4953.1)
4954.05
-2.34%
8.33% -8.33%
2.00%
1.09%
0.80%
2.00%
STA: 80+00.00
ELEV=4952.60
STA: 80+13.00
ELEV=4952.29
STA: 80+15.00
ELEV=4952.12
STA: 80+22.00
ELEV=4952.71
STA: 80+26.50
ELEV=4952.80
STA: 82+31.50
ELEV=4954.87
(4952.6)
4952.60
(4952.4)
4953.49
(4953.7)
4954.31
(4952.6)
4953.05
(4953.1)
4953.89
-2.34%
-8.33%
8.33%
2.00%
-4.54%
0.00%
0.80%
2.00%
2.55%
STA: 80+00.00
ELEV=4952.54
STA: 80+13.00
ELEV=4952.24
STA: 80+15.00
ELEV=4952.07
STA: 80+22.00
ELEV=4952.66
STA: 80+26.50
ELEV=4952.75
STA: 80+35.50
ELEV=4952.34
STA: 80+37.50
ELEV=4952.34
STA: 82+31.50
ELEV=4954.64
(4952.5)
4952.54
(4952.4)
4953.26
(4953.7)
4954.08
(4952.6)
4952.63
(4953.0)
4953.66
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:81+88.50
LP ELEV:4954.35
PVI STA:82+03.50
PVI ELEV:4954.5
K:25.00
LVC:30.00
BVCS:81+88.50
BVCE:4954.35
EVCS:82+18.50
EVCE:4954.77
LP STA:81+88.50
LP ELEV:4954.19
PVI STA:82+03.50
PVI ELEV:4954.3
K:25.00
LVC:30.00
BVCS:81+88.50
BVCE:4954.19
EVCS:82+18.50
EVCE:4954.61
LP STA:81+88.50
LP ELEV:4953.96
PVI STA:82+03.50
PVI ELEV:4954.1
K:25.00
LVC:30.00
BVCS:81+88.50
BVCE:4953.96
EVCS:82+18.50
EVCE:4954.38
HP STA:80+76.50
HP ELEV:4953.46
PVI STA:80+61.50
PVI ELEV:4953.3
K:52.50
LVC:30.00
BVCS:80+46.50
BVCE:4953.13
EVCS:80+76.50
EVCE:4953.46
HP STA:80+76.50
HP ELEV:4953.30
PVI STA:80+61.50
PVI ELEV:4953.2
K:105.02
LVC:30.00
BVCS:80+46.50
BVCE:4953.01
EVCS:80+76.50
EVCE:4953.30
HP STA:80+84.00
HP ELEV:4953.13
PVI STA:80+61.50
PVI ELEV:4952.9
K:25.73
LVC:45.00
BVCS:80+39.00
BVCE:4952.37
EVCS:80+84.00
EVCE:4953.13
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE G to
LEFT FLOWLINE
70+00.00 72+44.50
50 5
PRIVATE DRIVE G
CENTERLINE
70+00.00 72+44.50
50 5
PRIVATE DRIVE G
RIGHT FLOWLINE
70+00.00 72+44.50
50 5
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE H to
LEFT FLOWLINE
80+00.00 82+31.50
50 5
PRIVATE DRIVE H
CENTERLINE
80+00.00 82+31.50
50 5
PRIVATE DRIVE H
RIGHT FLOWLINE
80+00.00 82+31.50
50 5
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
RD04
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. SEE SHEET CV01 FOR TYPICAL SECTIONS.
7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
ROTATION: 90°
RD01 RD02 RD03 RD04 RD05
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
(4952.8)
4953.30
-2.38%
8.33% -8.33%
2.00%
-0.06%
0.80%
2.00%
STA: 50+00.00
ELEV=4952.24
STA: 50+13.00
ELEV=4951.93
STA: 50+15.00
ELEV=4951.76
STA: 50+22.00
ELEV=4952.35
STA: 50+26.50
ELEV=4952.44
STA: 50+61.50
ELEV=4952.42
STA: 52+44.50
ELEV=4954.22
(4952.2)
4952.24
(4952.1)
4952.73
(4953.4)
4953.53
(4952.3)
4952.42
(4952.7)
4953.13
-2.38%
-8.33%
8.33%
-4.54% 2.00%
-0.00%
0.88%
0.80%
2.00%
STA: 50+00.00
ELEV=4952.18
STA: 50+13.00
ELEV=4951.87
STA: 50+15.00
ELEV=4951.70
STA: 50+22.00
ELEV=4952.28
STA: 50+26.50
ELEV=4952.37
STA: 50+35.50
ELEV=4951.97
STA: 50+37.50
ELEV=4951.97
STA: 52+44.50
ELEV=4953.98
(4952.2)
4952.18
(4952.0)
4952.48
(4953.3)
4953.28
(4952.2)
4952.07
(4952.7)
4952.88
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:52+01.50
LP ELEV:4953.71
PVI STA:52+16.50
PVI ELEV:4953.8
K:25.00
LVC:30.00
BVCS:52+01.50
BVCE:4953.71
EVCS:52+31.50
EVCE:4954.13
LP STA:52+01.50
LP ELEV:4953.54
PVI STA:52+16.50
PVI ELEV:4953.7
K:25.00
LVC:30.00
BVCS:52+01.50
BVCE:4953.54
EVCS:52+31.50
EVCE:4953.96
LP STA:52+01.50
LP ELEV:4953.30
PVI STA:52+16.50
PVI ELEV:4953.4
K:25.00
LVC:30.00
BVCS:52+01.50
BVCE:4953.30
EVCS:52+31.50
EVCE:4953.72
HP STA:50+84.00
HP ELEV:4952.36
PVI STA:50+61.50
PVI ELEV:4952.2
K:550.37
LVC:45.00
BVCS:50+39.00
BVCE:4951.98
EVCS:50+84.00
EVCE:4952.36
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
63+00 62+00 61+00 60+00 59+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
63+00 62+00 61+00 60+00 59+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
63+00 62+00 61+00 60+00 59+50
-2.11%
-8.33%
8.33%
2.00%
-4.54%
0.00%
3.59%
0.80%
2.00%
STA: 60+00.00
ELEV=4951.63
STA: 60+13.00
ELEV=4951.36
STA: 60+15.00
ELEV=4951.19
STA: 60+22.00
ELEV=4951.77
STA: 60+26.50
ELEV=4951.86
STA: 60+35.50
ELEV=4951.46
STA: 60+37.50
ELEV=4951.46
STA: 62+31.51
ELEV=4954.01
(4951.6)
4951.63
(4951.5)
4952.62
(4952.8)
4953.45
(4951.6)
4951.90
(4952.1)
4953.02
-2.11%
8.33% -8.33%
2.00%
1.80%
0.80%
2.00%
STA: 60+00.00
ELEV=4951.68
STA: 60+13.00
ELEV=4951.41
STA: 60+15.00
ELEV=4951.24
STA: 60+22.00
ELEV=4951.82
STA: 60+26.50
ELEV=4951.91
STA: 62+31.51
ELEV=4954.24
(4951.7)
4951.68
(4951.5)
4952.85
(4952.8)
4953.68
(4951.7)
4952.33
(4952.2)
4953.25
-2.11%
8.33% -8.33%
2.00%
2.00%
2.09%
0.80%
STA: 60+00.00
ELEV=4951.74
STA: 60+13.00
ELEV=4951.47
STA: 60+15.00
ELEV=4951.30
STA: 60+22.00
ELEV=4951.89
STA: 60+26.50
ELEV=4951.98
STA: 62+31.51
ELEV=4954.40
(4951.7)
4951.74
(4951.6)
4953.01
(4952.9)
4953.84
(4951.8)
4952.46
(4952.2)
4953.41
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:61+88.51
LP ELEV:4953.33
PVI STA:62+03.51
PVI ELEV:4953.5
K:25.00
LVC:30.00
BVCS:61+88.51
BVCE:4953.33
EVCS:62+18.51
EVCE:4953.75
LP STA:61+88.51
LP ELEV:4953.56
PVI STA:62+03.51
PVI ELEV:4953.7
K:25.00
LVC:30.00
BVCS:61+88.51
BVCE:4953.56
EVCS:62+18.51
EVCE:4953.98
LP STA:61+88.51
LP ELEV:4953.72
PVI STA:62+03.51
PVI ELEV:4953.8
K:25.00
LVC:30.00
BVCS:61+88.51
BVCE:4953.72
EVCS:62+18.51
EVCE:4954.14
HP STA:60+76.50
HP ELEV:4952.44
PVI STA:60+61.50
PVI ELEV:4952.3
K:10.75
LVC:30.00
BVCS:60+46.50
BVCE:4951.78
EVCS:60+76.50
EVCE:4952.44
HP STA:60+76.50
HP ELEV:4952.66
PVI STA:60+61.50
PVI ELEV:4952.5
K:30.00
LVC:30.00
BVCS:60+46.50
BVCE:4952.27
EVCS:60+76.50
EVCE:4952.66
HP STA:60+76.50
HP ELEV:4952.83
PVI STA:60+61.50
PVI ELEV:4952.7
K:23.33
LVC:30.00
BVCS:60+46.50
BVCE:4952.39
EVCS:60+76.50
EVCE:4952.83
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE E to
LEFT FLOWLINE
50+00.00 52+44.50
50 5
PRIVATE DRIVE E
CENTERLINE
50+00.00 52+44.50
50 5
PRIVATE DRIVE E
RIGHT FLOWLINE
50+00.00 52+44.50
50 5
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE F to
LEFT FLOWLINE
60+00.00 62+31.51
50 5
PRIVATE DRIVE F
CENTERLINE
60+00.00 62+31.51
50 5
PRIVATE DRIVE F
RIGHT FLOWLINE
60+00.00 62+31.51
50 5
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
RD03
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. SEE SHEET CV01 FOR TYPICAL SECTIONS.
7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
ROTATION: 90°
RD01 RD02 RD03 RD04 RD05
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4950.92
-2.43%
8.33% -8.33%
2.00%
1.58%
0.88%
2.00%
STA: 30+00.00
ELEV=4949.20
STA: 30+13.00
ELEV=4948.88
STA: 30+15.00
ELEV=4948.72
STA: 30+22.00
ELEV=4949.30
STA: 30+26.50
ELEV=4949.39
STA: 32+36.50
ELEV=4951.79
(4949.2)
4949.20
(4948.3)
4950.28
(4950.3)
4951.16
(4946.4)
4949.76
(4949.7)
4950.72
-2.43%
-8.33%
8.33%
-4.54% 2.00%
0.00%
3.17%
0.88%
2.00%
STA: 30+00.00
ELEV=4949.13
STA: 30+13.00
ELEV=4948.82
STA: 30+15.00
ELEV=4948.65
STA: 30+22.00
ELEV=4949.24
STA: 30+26.50
ELEV=4949.33
STA: 30+35.50
ELEV=4948.92
STA: 30+37.50
ELEV=4948.92
STA: 32+36.50
ELEV=4951.53
(4949.1)
4949.13
(4947.9)
4950.02
(4950.3)
4950.90
(4945.1)
4949.28
(4949.6)
4950.45
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:31+93.50
LP ELEV:4951.30
PVI STA:32+08.50
PVI ELEV:4951.4
K:26.72
LVC:30.00
BVCS:31+93.50
BVCE:4951.30
EVCS:32+23.50
EVCE:4951.73
LP STA:31+93.50
LP ELEV:4951.10
PVI STA:32+08.50
PVI ELEV:4951.2
K:26.72
LVC:30.00
BVCS:31+93.50
BVCE:4951.10
EVCS:32+23.50
EVCE:4951.53
LP STA:31+93.50
LP ELEV:4950.84
PVI STA:32+08.50
PVI ELEV:4951.0
K:26.72
LVC:30.00
BVCS:31+93.50
BVCE:4950.84
EVCS:32+23.50
EVCE:4951.27
HP STA:30+76.50
HP ELEV:4950.27
PVI STA:30+61.50
PVI ELEV:4950.1
K:28.33
LVC:30.00
BVCS:30+46.50
BVCE:4949.85
EVCS:30+76.50
EVCE:4950.27
HP STA:30+76.50
HP ELEV:4950.07
PVI STA:30+61.50
PVI ELEV:4949.9
K:42.93
LVC:30.00
BVCS:30+46.50
BVCE:4949.70
EVCS:30+76.50
EVCE:4950.07
HP STA:30+84.00
HP ELEV:4949.88
PVI STA:30+61.50
PVI ELEV:4949.7
K:19.61
LVC:45.00
BVCS:30+39.00
BVCE:4948.96
EVCS:30+84.00
EVCE:4949.88
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
43+00 42+00 41+00 40+00 39+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
43+00 42+00 41+00 40+00 39+50
4940
4945
4950
4955
4960
4940
4945
4950
4955
4960
43+00 42+00 41+00 40+00 39+50
-2.40%
8.33% -8.33%
2.00%
1.37%
0.80%
2.00%
STA: 40+00.00
ELEV=4950.79
STA: 40+13.00
ELEV=4950.48
STA: 40+15.00
ELEV=4950.31
STA: 40+22.00
ELEV=4950.90
STA: 40+26.50
ELEV=4950.99
STA: 40+61.50
ELEV=4951.47
STA: 42+39.50
ELEV=4953.23
(4950.8)
4950.79
(4950.6)
4951.78
(4951.9)
4952.58
(4950.8)
4951.31
(4951.3)
4952.18
-2.41%
8.33% -8.33%
2.00%
2.00%
1.09%
0.80%
STA: 40+00.00
ELEV=4950.72
STA: 40+13.00
ELEV=4950.41
STA: 40+15.00
ELEV=4950.24
STA: 40+22.00
ELEV=4950.82
STA: 40+26.50
ELEV=4950.91
STA: 42+39.50
ELEV=4953.05
STA: 40+61.50
ELEV=4951.29
(4950.7)
4950.72
(4950.6)
4951.60
(4951.9)
4952.40
(4950.7)
4951.17
(4951.2)
4952.00
-2.41%
-8.33%
8.33%
-4.54% 2.00%
0.00%
2.55%
0.80%
2.00%
STA: 40+00.00
ELEV=4950.66
STA: 40+13.00
ELEV=4950.34
STA: 40+15.00
ELEV=4950.18
STA: 40+22.00
ELEV=4950.76
STA: 40+26.50
ELEV=4950.85
STA: 40+35.50
ELEV=4950.44
STA: 40+37.50
ELEV=4950.44
STA: 42+39.50
ELEV=4952.81
(4950.7)
4950.66
(4950.5)
4951.36
(4951.8)
4952.16
(4950.7)
4950.74
(4951.1)
4951.76
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:41+96.50
LP ELEV:4952.55
PVI STA:42+11.50
PVI ELEV:4952.7
K:25.00
LVC:30.00
BVCS:41+96.50
BVCE:4952.55
EVCS:42+26.50
EVCE:4952.97
LP STA:41+96.50
LP ELEV:4952.37
PVI STA:42+11.50
PVI ELEV:4952.5
K:25.00
LVC:30.00
BVCS:41+96.50
BVCE:4952.37
EVCS:42+26.50
EVCE:4952.79
LP STA:41+96.50
LP ELEV:4952.13
PVI STA:42+11.50
PVI ELEV:4952.3
K:25.00
LVC:30.00
BVCS:41+96.50
BVCE:4952.13
EVCS:42+26.50
EVCE:4952.55
HP STA:40+84.00
HP ELEV:4951.23
PVI STA:40+61.50
PVI ELEV:4951.1
K:25.73
LVC:45.00
BVCS:40+39.00
BVCE:4950.48
EVCS:40+84.00
EVCE:4951.23
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE C to
LEFT FLOWLINE
30+00.00 32+36.50
50 5
PRIVATE DRIVE C
CENTERLINE
30+00.00 32+36.50
50 5
PRIVATE DRIVE C
RIGHT FLOWLINE
30+00.00 32+36.50
50 5
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE D to
LEFT FLOWLINE
40+00.00 42+39.50
50 5
PRIVATE DRIVE D
CENTERLINE
40+00.00 42+39.50
50 5
PRIVATE DRIVE D
RIGHT FLOWLINE
40+00.00 42+39.50
50 5
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
RD02
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. SEE SHEET CV01 FOR TYPICAL SECTIONS.
7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
ROTATION: 90°
RD01 RD02 RD03 RD04 RD05
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
(4950.2)
4950.89
(4949.1)
4949.33
(4949.5)
4950.49
-2.02%
8.33% -8.33%
2.00%
1.80%
0.80%
2.00%
STA: 20+00.00
ELEV=4949.17
STA: 20+13.00
ELEV=4948.91
STA: 20+15.00
ELEV=4948.74
STA: 20+22.00
ELEV=4949.33
STA: 20+26.50
ELEV=4949.42
STA: 22+39.50
ELEV=4951.81
(4949.2)
4949.17
(4948.9)
4950.35
(4950.3)
4951.16
(4949.2)
4949.84
(4949.6)
4950.75
-2.02%
8.33% -8.33%
2.00%
2.09%
0.80%
2.00%
STA: 20+00.00
ELEV=4949.27
STA: 20+13.00
ELEV=4949.01
STA: 20+15.00
ELEV=4948.84
STA: 20+22.00
ELEV=4949.43
STA: 20+26.50
ELEV=4949.52
STA: 22+39.50
ELEV=4952.01
(4949.3)
4949.27
(4949.0)
4950.55
(4950.4)
4951.36
(4949.3)
4950.00
(4949.7)
4950.95
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
LP STA:21+96.50
LP ELEV:4950.86
PVI STA:22+11.50
PVI ELEV:4951.0
K:25.00
LVC:30.00
BVCS:21+96.50
BVCE:4950.86
EVCS:22+26.50
EVCE:4951.28
LP STA:21+96.50
LP ELEV:4951.13
PVI STA:22+11.50
PVI ELEV:4951.2
K:25.00
LVC:30.00
BVCS:21+96.50
BVCE:4951.13
EVCS:22+26.50
EVCE:4951.55
LP STA:21+96.50
LP ELEV:4951.33
PVI STA:22+11.50
PVI ELEV:4951.4
K:25.00
LVC:30.00
BVCS:21+96.50
BVCE:4951.33
EVCS:22+26.50
EVCE:4951.75
HP STA:20+84.00
HP ELEV:4949.96
PVI STA:20+61.50
PVI ELEV:4949.8
K:16.13
LVC:45.00
BVCS:20+39.00
BVCE:4948.98
EVCS:20+84.00
EVCE:4949.96
HP STA:20+76.50
HP ELEV:4950.17
PVI STA:20+61.50
PVI ELEV:4950.0
K:30.00
LVC:30.00
BVCS:20+46.50
BVCE:4949.78
EVCS:20+76.50
EVCE:4950.17
HP STA:20+76.50
HP ELEV:4950.37
PVI STA:20+61.50
PVI ELEV:4950.2
K:23.33
LVC:30.00
BVCS:20+46.50
BVCE:4949.93
EVCS:20+76.50
EVCE:4950.37
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_RD01-RD05_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
RD01
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. SEE SHEET CV01 FOR TYPICAL SECTIONS.
7. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
8. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
9. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
to STA:
SCALE: H: 1"= V: 1"=
PRIVATE DRIVE B to
LEFT FLOWLINE
20+00.00 22+39.50
50 5
PRIVATE DRIVE B
CENTERLINE
20+00.00 22+39.50
50 5
PRIVATE DRIVE B
RIGHT FLOWLINE
20+00.00 22+39.50
50 5
RD01 RD02 RD03 RD04 RD05
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
BARNSTORMER STREET
41+70.78 41+00 40+00
INLET B1.2
STA=41+70.78
NYLOPLAST DRAIN BASIN
W/ 12" DOME GRATE
N:19668.0713
E:11706.1034
INLET B1.1
STA=40+72.03
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
N:19667.5220
E:11804.8518
SDMH B1
STA=40+00.00 STORM B1
STA=30+31.25 (STORM B)
7'Ø MH
N:19667.1214
E:11876.8798
12'' RCP 98.75 LF @ 0.50% 24'' RCP 72.03 LF @ 0.50%
SANITARY LINE 2.4
SEE SHEET SS02
SANITARY LINE 2.5
SEE SHEET SS02
STORM DRAIN B
SEE SHEET SD03
53
53
54
53
54 54
54
54 53
53
52 52
53
54
52 51
52
53
54
51
53
52
52
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
STORM DRAIN B2 to
40+00.00 41+70.78
50 5
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
SD04
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
TIMBERLINE ROAD
SD02 SD01 SD04 SD03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
INV IN (24" E)=4944.28
INV OUT (30" W)=4943.78
DEPTH=7.76
98.75 LF - 24'' RCP @ 0.50%
STA=33+71.47
INLET B5
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4952.97
INV IN (24" E)=4944.77
INV OUT (24" W)=4944.77
DEPTH=8.19
107.25 LF - 24'' RCP @ 0.50%
STA=34+78.72
INLET B6
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
RIM=4952.79
INV IN (18" E)=4945.81
INV OUT (24" W)=4945.31
DEPTH=7.48
98.75 LF - 18'' RCP @ 0.50%
STA=35+77.47
INLET B7
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4954.50
INV IN (15" E)=4946.55
INV OUT (18" W)=4946.30
DEPTH=8.20
107.25 LF - 15'' RCP @ 0.50%
STA=36+84.72
INLET B8
NYLOPLAST DRAIN BASIN
W/ 18" DOME GRATE
RIM=4954.05
INV OUT (15" W)=4947.09
DEPTH=6.96
3.0'
3.2'
3.4'
STA=31+16.10
INV=4939.01
SANITARY
CROSSING
STA=33+22.10
INV=4940.35
SANITARY
CROSSING
STA=35+28.10
INV=4941.79
SANITARY
CROSSING
PROPOSED
GRADE
EXISTING
100GROUND yr
HGL
HGL HGL
HGL HGL
HGL HGL
HGL HGL
HGL HGL
HGL HGL
8''SS 8''SS 8''SS
M
M
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
M M M M M
'W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
PRIVATE DRIVE I
PRIVATE DRIVE H
PRIVATE DRIVE G
PRIVATE DRIVE I
INLET B8
STA=36+84.72
NYLOPLAST DRAIN BASIN
W/ 18" DOME GRATE
N:19663.4869
E:12530.3389
INLET B7
STA=35+77.47
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19664.0834
E:12423.0923
INLET B6
STA=34+78.72
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
N:19664.6326
E:12324.3438
INLET B4
STA=32+72.72
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
N:19665.7784
E:12118.3470
INLET B5
STA=33+71.47
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19665.2291
E:12217.0955
INLET B3
STA=31+65.47
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19666.3749
E:12011.0987
INLET B2
STA=30+66.72
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
N:19666.9241
E:11912.3503
EX INLET B
STA=30+00.00
TRIPLE TYPE 13 COMBO INLET
N:19635.8719
E:11876.7060
42'' RCP 31.25 LF @ 0.52%
36'' RCP 35.47 LF @ 0.50%
30'' RCP 98.75 LF @ 0.50% 30'' RCP 107.25 LF @ 0.50% 24'' RCP 98.75 LF @ 0.50% 24'' RCP 107.25 LF @ 0.50% 18'' RCP 98.75 LF @ 0.50%
15'' RCP 107.25 LF @ 0.50%
BARNSTORMER STREET
36+84.72
29+90
30+00
31+00 32+00 33+00 34+00 35+00 36+00
SANITARY LINE 2.5
SEE SHEET SS02
SANITARY LINE 2.6
SEE SHEET SS03
SANITARY LINE 2.7
SEE SHEET SS03 SANITARY LINE 2.8
SEE SHEET SS03
SDMH B1
STA=30+31.25 STORM B
STA=40+00.00 (STORM B1)
7'Ø MH
N:19667.1214
E:11876.8798
54
54 53
53
52
51
52
53
54
51
54
53
52 54
53
54 53
52 54
56
56
57
56
54 57
56
54
54
56 57
58
58
56 57
58
56
STORM DRAIN B1 57
SEE SHEET SD04
CONNECT TO EXISTING STORM DRAIN
AFTER REMOVING EXISTING FES AND PIPE
TO EXISTING INLET
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
STORM DRAIN B to
30+00.00 36+84.72
50 5
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
SD03
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
TIMBERLINE ROAD
SD02 SD01 SD04 SD03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
PROPOSED
GRADE
EXISTING
GROUND 100 yr
HGL
HGL HGL HGL
HGL HGL
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
M M M M
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
18''SS 18''SS 18''SS 18''SS
8''W
18''SS 18''SS 18''SS
PRIVATE DRIVE C
PRIVATE DRIVE B
BARNSTORMER STREET
23+07.58
23+00 22+00 21+00 20+00
INLET A1.2
STA=21+40.72
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
N:19672.1033
E:10981.1819
INLET A1.3
STA=23+07.58
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19673.0313
E:10814.3243
INLET A1.1
STA=20+33.54
NYLOPLAST DRAIN BASIN
W/ 30" DOME GRATE
N:19671.5071
E:11088.3630
30'' RCP 33.54 LF @ 0.50%
24'' RCP 107.18 LF @ 0.50%
24'' RCP 166.86 LF @ 0.30%
SANITARY LINE 2.3
SEE SHEET SS01
STORM DRAIN A
SEE SHEET SD01
SDMH A1
STA=20+00.00 STORM A1
STA=10+54.17 (STORM A)
6'Ø FLAT TOP MH
N:19671.3206
E:11121.9043
52
52
51
49
52
52
52
52
49
52
52
52
51
51
49
51
52
52
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
STORM DRAIN A1 to
20+00.00 23+07.58
50 5
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
SD02
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
TIMBERLINE ROAD
SD02 SD01 SD04 SD03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
RIM=4951.24
INV IN (18" E)=4945.55
INV OUT (24" W)=4945.05
DEPTH=6.20
107.25 LF - 18'' RCP @ 0.50%
STA=14+32.63
INLET A5
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
RIM=4951.56
INV IN (12" E)=4946.58
INV OUT (18" W)=4946.08
DEPTH=5.48
98.75 LF - 12'' RCP @ 0.50%
STA=15+31.38
INLET A6
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
RIM=4952.32
INV OUT (12" W)=4947.08
DEPTH=5.25
9.6'
7.5'
STA=12+76.00
INV=4936.33
SANITARY
CROSSING
STA=14+82.00
INV=4936.37
SANITARY
CROSSING
PROPOSED
EXISTING GRADE
100GROUND yr
HGL
HGL
HGL
HGL HGL
HGL HGL
HGL HGL
HGL HGL
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS
M M M M M M M
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
12''W
8''SS
PRIVATE DRIVE E
PRIVATE DRIVE C
15+31.38
9+9010+00
11+00 12+00 13+00 14+00 15+00
INLET A6
STA=15+31.38
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19668.6664
E:11599.1050
INLET A4
STA=13+25.38
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19669.8121
E:11393.1082
INLET A5
STA=14+32.63
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
N:19669.2156
E:11500.3566
SDMH A1
STA=10+54.17 STORM A
STA=20+00.00 (STORM A1)
6'Ø FLAT TOP MH
N:19671.3206
E:11121.9043
INLET A2
STA=11+19.38
NYLOPLAST DRAIN BASIN
W/ 24" DOME GRATE
N:19670.9579
E:11187.1114
INLET A3
STA=12+26.63
NYLOPLAST DRAIN BASIN
W/ 2' X 3' STEEL BAR GRATE
N:19670.3614
E:11294.3598
EXMH A
STA=10+00.00
6'Ø FLAT TOP MH
N:19617.1744
E:11120.2430
36'' RCP 54.17 LF @ 0.50%
30'' RCP 65.21 LF @ 0.50% 24'' RCP 107.25 LF @ 0.50% 24'' RCP 98.75 LF @ 0.50% 18'' RCP 107.25 LF @ 0.50%
12'' RCP 98.75 LF @ 0.50%
BARNSTORMER STREET
SANITARY LINE 2.3
SEE SHEET SS01 SANITARY LINE 2.2
SEE SHEET SS01
SANITARY LINE 2.1
SEE SHEET SS02
52
52
52
51
51
49
51
51
51
51
53 52
52
52
53
53
52
51
52
53
53
53
54
54
54
53
52
53
53
54
53
53
STORM DRAIN A1
SEE SHEET SD02
CONNECT TO EXISTING
STORM DRAIN AFTER
REMOVING EXISTING FES
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SD01-SD04_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SD01
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
TIMBERLINE ROAD
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
STORM DRAIN A to
10+00.00 15+31.38
50 5
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
SD02 SD01 SD04 SD03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4930
4935
4940
4945
4950
4955
4960
82+00 81+00 80+00 79+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=80+00.00
SSMH 2.7
4'Ø MH
RIM=4953.83
INV IN (8" N)=4940.51
INV IN (8" E)=4940.51
INV OUT (8" W)=4940.31
DEPTH=13.52
183.00 LF - 8'' PVC@2.80%
STA=81+83.00
SSMH 2.7-1
4'Ø MH
RIM=4955.64
INV OUT (8" S)=4945.63
DEPTH=10.01
3.3'
PROPOSED
STORM
CROSSING
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
92+00 91+00 90+00 89+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=90+00.00
SSMH 2.8
4'Ø MH
RIM=4955.07
INV IN (8" N)=4941.95
INV OUT (8" W)=4941.75
DEPTH=13.32
177.96 LF - 8'' PVC@2.60%
STA=91+77.96
SSMH 2.8-1
4'Ø MH
RIM=4956.84
INV OUT (8" S)=4946.57
DEPTH=10.27
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS03
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.6 to
70+00.00 71+78.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.7 to
80+00.00 81+83.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.8 to
90+00.00 91+77.96
50 5
SS01 SS02 SS03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4925
4930
4935
4940
4945
4950
4955
52+00 51+00 50+00 49+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=50+00.00
SSMH 2.4
4'Ø MH
RIM=4951.68
INV IN (8" N)=4936.20
INV IN (8" E)=4936.20
INV OUT (8" W)=4936.00
DEPTH=15.68
178.00 LF - 8'' PVC@ 4.00%
STA=51+78.00
SSMH 2.4-1
4'Ø MH
RIM=4953.47
INV OUT (8" S)=4943.32
DEPTH=10.15
5.7'
PROPOSED
STORM
CROSSING
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
62+00 61+00 60+00 59+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 8"
SSWR PIPE
STA=60+00.00
SSMH 2.5
4'Ø MH
RIM=4951.36
INV IN (8" N)=4937.64
INV IN (8" E)=4937.64
INV OUT (8" W)=4937.44
DEPTH=13.92
183.00 LF - 8'' PVC@3.00%
STA=61+83.00
SSMH 2.5-1
4'Ø MH
RIM=4953.16
INV OUT (8" S)=4943.13
DEPTH=10.03
2.9'
PROPOSED
STORM
CROSSING
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS02
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
ROTATION: 90°
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.1 to
20+00.00 21+83.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.4 to
50+00.00 51+78.00
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.5 to
60+00.00 61+83.00
50 5
SS01 SS02 SS03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
4935
4940
4945
4950
4955
32+00 31+00 30+00 29+50
PROPOSED
GRADE
EXISTING
GROUND
TIE INTO
EXISTING 18"
SSWR PIPE
STA=30+00.00
SSMH 2.2
4'Ø MH
RIM=4950.72
INV IN (8" N)=4934.96
INV IN (18" W)=4934.13
INV OUT (18" E)=4934.13
DEPTH=16.59
178.00 LF - 8'' PVC@3.00%
STA=31+78.00
SSMH 2.2-1
4'Ø MH
RIM=4952.23
INV OUT (8" S)=4940.30
DEPTH=11.93
7.5'
PROPOSED
STORM
CROSSING
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_SS01-SS03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SS01
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
KEYMAP
TIMBERLINE ROAD
ROTATION: 90°
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
T T T
EXISTING STORM SEWER
EXISTING GAS
EXISTING TELEPHONE
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E E E
PROPOSED RESIDETIAL SERVICE
1. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE LATEST BOXELDER SANITATION
DISTRICT “STANDARDS AND SPECIFICATIONS FOR SANITARY SEWER PIPELINE CONSTRUCTION AND
IMPROVEMENTS.”
2. ALL SEWER SERVICES SHALL BE MINIMUM 4 INCH DIAMETER CONSTRUCTED AT A SLOPE OF 2% FROM THE
BUILDING TO THE SEWER MAIN, UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE DISTRICT.
3. ALL 6 INCH DIAMETER SEWER SERVICES SHALL BE CONSTRUCTED AT A SLOPE OF 1% FROM THE BUILDING
TO THE SEWER MAIN.
4. WHEN GROUNDWATER IS ENCOUNTERED CLAY CUT OFF WALLS SHALL BE INSTALLED ON THE UPSTREAM
SIDE OF ALL MANHOLES, IN THE MID SECTION OF EACH MAIN LINE RUN AT INTERVALS NOT TO EXCEED 300
FEET, OR AS REQUIRED BY THE DISTRICT. SEE DETAIL SHEETS FOR CLAY CUT OFF WALL DETAIL.
5. FIELD VERIFY INVERT ELEVATION OF SANITARY SEWER AND BASEMENT FINISHED FLOOR ELEVATION FOR
GRAVITY FLOW PRIOR TO CONSTRUCTING FOUNDATIONS.
6. THE CONTRACTOR SHALL SCHEDULE A PRE CONSTRUCTION MEETING WITH BOXELDER SANITATION
DISTRICT A MINIMUM OF ONE WEEK BEFORE CONSTRUCTION TO COORDINATE SCHEDULES AND CLARIFY
ANY ADDITIONAL DISTRICT REQUIREMENTS. CONTACT NUMBER IS 970-498-0604.
7. CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTOR FORTY EIGHT HOURS PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING FIELD LOCATES AND ELEVATIONS OF ALL
EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION.
9. ALL CONSTRUCTION SHALL BE INSPECTED BY DISTRICT INSPECTOR PRIOR TO BACKFILL.
10. FOR OFF SITE SEWER LINE MANHOLES: MANHOLE RIMS SHALL BE SET FLUSH WITH THE SURFACE WHEN
WITHIN AN ALL WEATHER ACCESS ROADWAY, RIMS SHALL BE SET 6 INCHES ABOVE GRADE IF THEY ARE NOT
WITHIN AN ALL WEATHER ACCESS ROADWAY.
11. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
12. PRIOR TO ON-SITE CONSTRUCTION, SURVEYOR SHALL CONFIRM ELEVATION OF EXISTING MANHOLE SHOWN
ON PLANS PREPARED BY FARNSWORTH GROUP TITLED "EAST RIDGE OFFSITE SANITARY SEWER"
PREPARED FOR BOXELDER SANITATION DISTRICT. MANHOLE CSi0155 IS LOCATED NEAR THE NORTH
FRONTAGE ROAD OF COLORADOS TATE HIGHWAY 14. MANHOLE CSI0155 IS AT STATION 1+00 AND HAS A RIM
ELEVATION OF 4925.98, INV OUT(S) OF 4913.93, INV IN (N) OF 4914.28 AND AN INV IN (W) OF 4914.28. IF SURVEY
IS FOUND NOT TO MATCH WITH SITE SURVEY DATUM AND DESIGN, GALLOWAY IS TO BE NOTIFIED AND
DISCREPANCY RESOLVED.
13. JM EAGLE PVC SDR 35 8" GASKETED PLUG OR APPROVED EQUAL.
14. MARK THE LOCATION OF EACH BRANCH WITH A TWO INCH BY FOUR INCH (2” X 4”) WOODEN MARKER EXTENDING
FROM THE BRANCH VERTICALLY TO WITHIN ONE FOOT (1') OF THE GROUND SURFACE.
A - ANCHOR MARKERS AND MAINTAIN IN A VERTICAL POSITION DURING BACKFILLING.
B - RECORD LOCATION OF EACH MARKER ON THE DRAWINGS.
C - PAINT GREEN.
15. STORM LINES A, A1, B1, AND B1 ARE PRIVATE LINES UP STREAM OF STORM DARIN MANHOLE A1 AND STORM DRAIN
MANHOLE B1.
GAS
S
8''W
8''SS
8''SS
8''W
M M
PROPOSED MANHOLE
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.3 to
40+00.00 43+52.93
50 5
STA:
SCALE: H: 1"= V: 1"=
SANITARY SEWER LINE 2.2 to
30+00.00 31+78.00
50 5
SS01 SS02 SS03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
M M M M M
BARNSTORMER STREET
BIPLANE STREET
VINE DRIVE
BURLINGTON NORTHERN RAILROAD
50' RAILROAD RIGHT OF WAY
BOOK 245, PAGE 76
& REC. NO. 99035876
1.5" WATER SERVICE
N=19630.98
E=11976.57
1.5" WATER SERVICE
N=19631.06
E=11946.53
1.5" WATER SERVICE
N=19629.83
E=12182.57
1.5" WATER SERVICE
N=19629.91
E=12152.52
1.5" WATER SERVICE
N=19628.69
E=12388.57
1.5" WATER SERVICE
N=19628.77
E=12358.52
1.5" WATER SERVICE
N=19627.88
E=12564.57
PRIVATE DRIVE G
PRIVATE DRIVE H
PRIVATE DRIVE I
PRIVATE DRIVE I
SANITARY LINE 2.6
SEE SHEET SS03
SANITARY LINE 2.8
SEE SHEET SS03
SANITARY LINE 2.5
SEE SHEET SS02
SANITARY LINE 2.7
SEE SHEET SS03
STORM DRAIN B1
SEE SHEET SD04
STORM DRAIN B
SEE SHEET SD03
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 26 LF
CULVERT @ 0.8%
8" RCP 20 LF
CULVERT @ 0.8%
8" RCP 31 LF
CULVERT @ 0.8%
LOT 114
LOT 102
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 78
LOT 73
LOT 74
LOT 75
LOT 79
LOT 84
LOT 83
LOT 81
LOT 90
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89
LOT 91
LOT 96
LOT 95
LOT 94
LOT 93
LOT 92
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 103
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 82
LOT 76
LOT 77 LOT 80
6' UTILITY EASEMENT
6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT
PROPOSED
TRANSFORMER
LOCATION PROPOSED
TRANSFORMER
LOCATION
PROPOSED
TRANSFORMER
LOCATION
PROPOSED
TRANSFORMER
LOCATION
8" RCP 23 LF
CULVERT @ 0.8%
SEE15 NOTE 15 SEE NOTE
SEE15 NOTE 15 SEE NOTE
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_UT01-UT02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
KEYMAP UT02
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
8''W
PROPOSED 8" SANITARY SEWER 8''SS
PROPOSED WATER LOWERING
PROPOSED MANHOLE
8''SS
12''W
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC.
6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
13. ATTACHED SINGLE FAMILY DWELLINGS WILL REQUIRE A RESIDENTIAL SPRINKLER SYSTEM.
14. WATER SERVICE LINES WITH LESS THAN 1-FT OF CLEARANCE AT STORM DRAIN CROSSING AND WITH LESS THAN 4.5-FT OF COVER SHALL BE INSTALLED BELOW THE STORM DRAIN AND IN 1-1/2" (MIN.)
DIAMETER HDPE SLEEVE.
15. ALL CULVERTS UNDER SIDEWALK ARE TO HAVE J&J DRAINAGE PRODUCTS CO. GALVANIZED STEEL FLARED END SECTIONS OR ENGINEER APPROVED EQUIVALENT.
NOTES:
EXISTING WATER MAIN 8''W
M M
PROPOSED LIGHT (TYPES A & B)
MATCHLINE-SEE SHEET UT01
UT01 UT02
ROTATION: 0°
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
M M M M M M M M M M
S
S
S
S
S
S
S
S
S
S
S
S
M
BARNSTORMER STREET
BIPLANE STREET
NAVION LANE
VINE DRIVE
VICOT WAY
YEAGER STREET
MARQUISE STREET
BURLINGTON NORTHERN RAILROAD
50' RAILROAD RIGHT OF WAY
BOOK 245, PAGE 76
& REC. NO. 99035876
1.5" WATER SERVICE
N=19636.88
E=10946.66
1.5" WATER SERVICE
N=19636.96
E=10916.61
1.5" WATER SERVICE
N=19635.74
E=11152.59
1.5" WATER SERVICE
N=19635.90
E=11107.62
1.5" WATER SERVICE
N=19634.42
E=11358.58
1.5" WATER SERVICE
N=19634.49
E=11328.54
1.5" WATER SERVICE
N=19633.27
E=11564.58
1.5" WATER SERVICE
N=19633.35
E=11534.53
1.5" WATER SERVICE
N=19632.30
E=11770.58
1.5" WATER SERVICE
N=19632.38
E=11740.53
SANITARY LINE 2.3
SEE SHEET SS01
SANITARY LINE 2.2
SEE SHEET SS01 SANITARY LINE 2.1
SEE SHEET SS02
SANITARY LINE 2.4
SEE SHEET SS02
PRIVATE DRIVE B
PRIVATE DRIVE C
PRIVATE DRIVE D
PRIVATE DRIVE E
PRIVATE DRIVE F
STORM DRAIN A1
SEE SHEET SD02
STORM DRAIN A
SEE SHEET SD01
STORM DRAIN B1
SEE SHEET SD04
8" RCP 14 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 15 LF
CULVERT @ 0.8%
10" RCP 15 LF
CULVERT @ 0.8%
12" RCP 15 LF
CULVERT @ 0.8%
8" RCP 29 LF
CULVERT @ 0.8%
8" RCP 20 LF
CULVERT @ 0.8%
8" RCP 26 LF
CULVERT @ 0.8%
8" RCP 19 LF
CULVERT @ 0.8%
1.5" IRRIGATION TAP
N=19652.68
E=11645.81
LOT 13
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 19
LOT 24
LOT 23
LOT 22
LOT 21
LOT 20
LOT 30
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 31
LOT 36
LOT 35
LOT 34
LOT 33
LOT 32
LOT 42
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 43
LOT 48
LOT 47
LOT 46
LOT 45
LOT 44
LOT 54
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 55
LOT 60
LOT 59
LOT 58
LOT 57
LOT 56
LOT 66
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
PROPOSED 20'
SANITARY SEWER
EASEMENT
EXISTING 30'
SANITARY SEWER
EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
6' UTILITY EASEMENT
PROPOSED
TRANSFORMER
LOCATION
PROPOSED
TRANSFORMER
LOCATION
PROPOSED
TRANSFORMER
LOCATION
PROPOSED
TRANSFORMER
LOCATION
PROPOSED
TRANSFORMER
LOCATION
SEE NOTE 15
SEE NOTE 15
SEE15 NOTE 15 SEE15 NOTE SEE NOTE
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_UT01-UT02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
KEYMAP UT01
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
8''W
PROPOSED 8" SANITARY SEWER 8''SS
PROPOSED WATER LOWERING
PROPOSED MANHOLE
8''SS
12''W
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
5. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC.
6. ALL WATER FITTINGS AND VALVES ARE ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE PER THE CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 & EX02 FOR EXISTING BOUNDARY CORNER COORDINATES.
13. ATTACHED SINGLE FAMILY DWELLINGS WILL REQUIRE A RESIDENTIAL SPRINKLER SYSTEM.
14. WATER SERVICE LINES WITH LESS THAN 1-FT OF CLEARANCE AT STORM DRAIN CROSSING AND WITH LESS THAN 4.5-FT OF COVER SHALL BE INSTALLED BELOW THE STORM DRAIN AND IN 1-1/2" (MIN.)
DIAMETER HDPE SLEEVE.
15. ALL CULVERTS UNDER SIDEWALK ARE TO HAVE J&J DRAINAGE PRODUCTS CO. GALVANIZED STEEL FLARED END SECTIONS OR ENGINEER APPROVED EQUIVALENT.
NOTES:
EXISTING WATER MAIN 8''W
M M
PROPOSED LIGHT (TYPES A & B)
MATCHLINE-SEE SHEET UT02
UT01 UT02
ROTATION: 0°
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1.7%
2.0%
1.0%
3.2%
1.7%
2.0%
1.0%
2.0%
2.0%
1.2%
5.0%
2.0%
0.8%
5.0%
2.0%
FF=4956.50
FF=4958.03
FF=4958.03 FF=4959.24
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
2
3
3
1
1
2
2
3
3
3.0%
1.7%
0.61% 0.61% 0.61% 0.61% 0.62%
0.62%
-4:1
-6:1
-5:1
-6:1
-4:1
-16:1
-13:1
-10:1
-13:1
-12:1
-13:1
-13:1
-12:1
-8:1
-14:1
-14:1
-10:1
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP GR03
JEP
NEW
( IN FEET )
1 inch = ft.
30Feet 0 30
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET
RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR
LANDSCAPE AREAS.
6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE
INDIVIDUAL FOOTPRINTS ARE DETERMINED.
9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE.
11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
LOT TEMPLATE A B
4550
50
NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS
1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY
2. MAXIMUM RISER HEIGHT IS 7-1/2"
3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS
AS DEPICTED ON PLAN.
4. LANDINGS SHALL BE 2% MAXIMUM SLOPE.
5. 12" TREADS (TYPICAL)
6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL
DESIGN PLANS.
NOTES GARAGE STEPS
3 - 6-1/2" RISERS
3 - 7-1/2" RISERS
4 - 6-3/4" RISERS
1 - 6-1/4" RISERS
3 - 6-3/4" RISERS
4 - 6-1/2" RISERS
1
2
3
4
5
6
MATCHLINE-SEE SHEET GR02
GR01 GR02 GR03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
54.50
54.50
55.00
54.45
54.83
55.02
55.02
55.02
55.02
55.02
55.02
54.98
55.09
55.09
55.09
55.09
55.09
55.09
55.00
54.92
54.92
54.92
54.92
54.92
54.92
54.92
54.92
54.92
54.92
53.95 54.92
53.95
53.95
53.95
53.95
53.95
53.78
53.78
53.78
53.78
53.78
53.78
53.74
54.93
54.81
53.90
53.05
54.19
52.45
53.96
53.95
53.24
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
BARNSTORMER STREET
2.1%
1.0%
1.7%
3.0%
2.0%
1.0%
0.9%
1.7%
2.3%
2.0%
1.6%
1.7%
2.0%
1.0%
2.8%
1.7%
2.0%
0.8%
2.3%
0.9%
0.8%
1.5%
1.0%
3.5%
2.0%
2.1%
2.0%
0.5%
5.0%
2.0%
2.0%
FF=4954.66
FF=4955.80 FF=4955.79
FF=4955.90 FF=4955.88
FF=4955.58 FF=4955.55
FF=4956.53
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
0.75% 0.66%
0.60% 0.60%
0.61% 0.61% 0.61% 0.61%
-6:1
-6:1
-8:1
-5:1
-4:1
-5:1
-8:1
-4:1
-6:1
-8:1
-13:1
-11:1
-13:1
-10:1
-17:1
-11:1
-16:1
-16:1
-13:1
-16:1
-13:1
-9:1
-13:1
-12:1
-13:1
-12:1
-12:1
-10:1
-10:1
-11:1
-14:1
53.34
53.41
53.98
54.63
54.73
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP GR02
JEP
NEW
( IN FEET )
1 inch = ft.
30Feet 0 30
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET
RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR
LANDSCAPE AREAS.
6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE
INDIVIDUAL FOOTPRINTS ARE DETERMINED.
9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE.
11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
LOT TEMPLATE A B
4550
50
NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS
1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY
2. MAXIMUM RISER HEIGHT IS 7-1/2"
3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS
AS DEPICTED ON PLAN.
4. LANDINGS SHALL BE 2% MAXIMUM SLOPE.
5. 12" TREADS (TYPICAL)
6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL
DESIGN PLANS.
NOTES GARAGE STEPS
3 - 6-1/2" RISERS
3 - 7-1/2" RISERS
4 - 6-3/4" RISERS
1 - 6-1/4" RISERS
3 - 6-3/4" RISERS
4 - 6-1/2" RISERS
1
2
3
4
5
6
MATCHLINE-SEE SHEET GR01
MATCHLINE-SEE SHEET GR03
GR01 GR02 GR03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
53.07
52.64 53.07
52.46
52.40
51.92
51.96
52.47
52.51
51.00
53.06
53.03
53.06
53.06
53.06
50.53 53.06
50.14
51.19
50.61
52.55
52.63
52.41
51.99
52.44
53.05
1 6" STEP
1 6" STEP
1 6" STEP
2 6" STEPS
2 6" STEPS
2 6" STEPS
1 6" STEP
1 6" STEP
1 6" STEP
1 6" STEP
BARNSTORMER STREET
2.0%
1.7%
1.4%
1.0%
0.9%
1.3%
2.0%
1.0%
1.7%
3.1%
2.1%
1.0%
1.0%
2.0%
0.8%
2.1%
2.1%
2.1%
0.7%
2.4%
0.8%
0.8%
FF=4953.44 FF=4953.34
FF=4953.40 FF=4953.44
FF=4954.64 FF=4954.66
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
1
1
2
2
3
3
1
1
2
3
3
2
51.58
1.00% 1.00%
0.75% 0.75% 0.75% 0.75%
-12:1
-6:1
-4:1
-5:1
-8:1
-4:1
-6:1
-6:1
-5:1
-7:1
-7:1
-7:1
-11:1
-13:1
-13:1
-16:1
-13:1
-16:1
-10:1
-10:1
-13:1
-11:1
-12:1
52.73
53.34
53.41
52.11
52.36
51.98
53.45
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_GR01-GR03_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP GR01
JEP
NEW
ROTATION: 0°
( IN FEET )
1 inch = ft.
30Feet 0 30
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE
EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
3. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4. CONTOURS SHOWN OUTSIDE OF STREET RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET
RIGHT-OF-WAY ARE FINISHED GRADE.
5. CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR
LANDSCAPE AREAS.
6. 4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
7. REVEGETATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
8. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE
INDIVIDUAL FOOTPRINTS ARE DETERMINED.
9. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
10. SOFT BOTTOM PAN AND ASSOCIATED UNDERDRAIN REQUIRED FOR SWALES LESS THAN 2% SLOPE.
11. DRIVEWAY SLOPES RANGE FROM 2% TO 10%.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
LOT TEMPLATE A B
4550
50
NOTES FOR EXTERIOR ENTRY SIDEWALK STEPS
1. USE 5-1/2" RISERS AND/OR 7-1/2" RISERS AS NECESSARY
2. MAXIMUM RISER HEIGHT IS 7-1/2"
3. MINIMUM 5' LANDINGS BETWEEN DOUBLE OR SINGLE RISERS
AS DEPICTED ON PLAN.
4. LANDINGS SHALL BE 2% MAXIMUM SLOPE.
5. 12" TREADS (TYPICAL)
6. FOR HANDRAIL REQUIREMENTS REFER TO ARCHITECTURAL
DESIGN PLANS.
NOTES GARAGE STEPS
3 - 6-1/2" RISERS
3 - 7-1/2" RISERS
4 - 6-3/4" RISERS
1 - 6-1/4" RISERS
3 - 6-3/4" RISERS
4 - 6-1/2" RISERS
1
2
3
4
5
6
MATCHLINE-SEE SHEET GR02
GR01 GR02 GR03
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
S
S
PRIVATE DRIVE H
PRIVATE DRIVE I
PRIVATE DRIVE I
SANITARY LINE 2.6
SEE SHEET SS03
SANITARY LINE 2.8
SANITARY LINE 2.7 SEE SHEET SS03
SEE SHEET SS03
PHASE
2C
LOT 114
LOT 102
LOT 90
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89
LOT 91
LOT 96
LOT 95
LOT 94
LOT 93
LOT 92
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 103
LOT 108
LOT 107
LOT 106
LOT 105
LOT 104
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_PH01-PH02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP PH02
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
PHASING LEGEND:
PHASE TWO A -
PHASE TWO B -
PHASE TWO C-
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. FOR DETAILED OVERLOT GRADING SEE SHEETS GR01-GR06.
7. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE
TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT
WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE
COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2'
FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE.
8. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE
CONSTRUCTION.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
ROTATION: 0°
MATCHLINE-SEE SHEET PH01
PH01 PH02
UTILITY PHASING
PHASE REQUIRED UTILITY INFRASTRUCTURE
2A SANITARY SS LINE 1, SS LINE 2.3
2A STORM SD LINE A (SDMH A1 - INLET A2), SD LINE A1
2B SANITARY SS LINE 2.2, SS LINE 2.1
2B STORM SD LINE A (INLET A3 - INLET A6)
2C SANITARY SS LINE 2.4, SS LINE 2.5, SS LINE 2.6, SS LINE 2.7, SS LINE 2.8
2C STORM SD LINE B, SD LINE B1
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
BARNSTORMER STREET
BIPLANE STREET
NAVION LANE
VINE DRIVE
VICOT WAY
YEAGER STREET
MARQUISE STREET
BIPLANE STREET
BURLINGTON NORTHERN RAILROAD
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PRIVATE DRIVE B
PRIVATE DRIVE C
PRIVATE DRIVE D
PRIVATE DRIVE E
PRIVATE DRIVE F
PRIVATE DRIVE G
SANITARY LINE 2.3
SEE SHEET SS01
SANITARY LINE 2.2
SEE SHEET SS01 SANITARY LINE 2.1
SEE SHEET SS02
SANITARY LINE 2.4
SEE SHEET SS02 SANITARY LINE 2.5
SEE SHEET SS02
PHASE
2B PHASE
2C
PHASE
2A
LOT 13
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 19
LOT 24
LOT 23
LOT 22
LOT 21
LOT 20
LOT 30
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 31
LOT 36
LOT 35
LOT 34
LOT 33
LOT 32
LOT 42
LOT 37
LOT 38
LOT 39
LOT 40
LOT 41
LOT 43
LOT 48
LOT 47
LOT 46
LOT 45
LOT 44
LOT 54
LOT 49
LOT 50
LOT 51
LOT 52
LOT 53
LOT 55
LOT 60
LOT 59
LOT 58
LOT 57
LOT 56
LOT 66
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 67
LOT 72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 78
LOT 73
LOT 74
LOT 75
LOT 79
LOT 84
LOT 83
LOT 81
LOT 82
LOT 76
LOT 77 LOT 80
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_PH01-PH02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
KEYMAP PH01
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
PHASING LEGEND:
PHASE TWO A -
PHASE TWO B -
PHASE TWO C-
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. FOR DETAILED OVERLOT GRADING SEE SHEETS GR01-GR06.
7. STORM MAY TERMINATE PRIOR TO THE MANHOLE NOTED WITHIN THE UTILITY PHASING TABLE. THE
TERMINATION SHALL OCCUR 20' BEYOND PHASING LINE OR 20' BEYOND THE EDGE OF PAVEMENT
WHICHEVER IS LONGER. IF THE STORM SYSTEM IS BROKEN BY PHASES, THE STORM SYSTEM MAY BE
COMPLETED OR A TEMPORARY SWALE MAY BE PROVIDED FROM INVERT TO INVERT WITH A MINIMUM 2'
FLAT BOTTOM AND A MAXIMUM 4:1 SIDE SLOPE.
8. CONTRACTOR SHALL ADEQUATELY MAINTAIN AND PROVIDE SNOW REMOVAL AS NEEDED DURING SITE
CONSTRUCTION.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
ROTATION: 0°
UTILITY PHASING
PHASE REQUIRED UTILITY INFRASTRUCTURE
2A SANITARY SS LINE 1, SS LINE 2.3
2A STORM SD LINE A (SDMH A1 - INLET A2), SD LINE A1
2B SANITARY SS LINE 2.2, SS LINE 2.1
2B STORM SD LINE A (INLET A3 - INLET A6)
2C SANITARY SS LINE 2.4, SS LINE 2.5, SS LINE 2.6, SS LINE 2.7, SS LINE 2.8
2C STORM SD LINE B, SD LINE B1
PH01 PH02
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
MATCHLINE-SEE SHEET PH02
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
PROJECT BOUNDARY
EXISTING
20' DRAINAGE
EASEMENT TO BE
VACATED
TEMPORARY TURN AROUND EASEMENT
TO BE VACATED BY SEPARATE
DOCUMENT
REMOVE EXISTING FES AND 36" STORM DRAIN
TO EXISTING INLET
50' RAILROAD RIGHT OF WAY
BOOK 245, PAGE 76
& REC. NO. 99035876
TEMPORARY TURN AROUND PER
EAST RIDGE 2ND FILING
6' UTILITY
EASEMENT
30' LANDSCAPE
SETBACK
EXISTING 36" STORM DRAIN PER
EAST RIDGE SECOND FILING UTILITY PLANS
N=19868.87
E=12608.87
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_EX01-EX02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
KEYMAP EX02
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
MATCHLINE-SEE SHEET EX01
LEGEND: NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES THE SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT,
AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT ACCEPTS CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED
AGGREGATE (970) 482-1249.
4. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE.
5. CONTACT THE ALTA SURVEYOR FOR INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
7. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH
THE APPROVED LANDSCAPE PLANS.
8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS. THE CONTRACTOR
SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
12. EXISTING CONDITIONS PER EAST RIDGE SECOND FILING DESIGN. CONTRACTOR SHALL FIELD VERIFY INSTALLATION AND LOCATION OF EXISTING CONIDTIONS. CONTACT ENGINEER WITH ANY CONFLICTS.
EXISTING SANITARY SEWER
EXISTING WATER
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING STORM
5015
5014
PROPOSED STORM INLET
PROPOSED MANHOLE
EXISTING CURB AND GUTTER
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
8''W 8''W
PROPOSED 8" SANITARY SEWER 8''SS 8''SS
8''SS
8''W
EX01 EX02
ROTATION: 0°
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 13 LOT 12 LOT 11 LOT 10
LOT 1
LOT 14
LOT 7
LOT 9 LOT 8
LOT 1 LOT 3 LOT 4 LOT 5
LOT 2 LOT 6 LOT 7
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1
LOT 8
LOT 2 LOT 3 LOT 4
LOT 1
TRACT A
EAST RIDGE SECOND FILING
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 20
BLOCK 10
BLOCK 18
PROPOSED UTILITY PLANS FOR:
EAST RIDGE SECOND FILING
DATED : 6.30.16
BARNSTORMER STREET
BIPLANE STREET
NAVION LANE
VINE DRIVE
VICOT WAY
YEAGER STREET
MARQUISE STREET
BURLINGTON NORTHERN RAILROAD
PROJECT BOUNDARY
EXISTING 30'
EMERGENCY ACCESS
EXISTING
10' UTILITY
EASEMENT
15' APPROXIMATE FUTURE
UTILITY EASEMENT
9' UTILITY AND
DRAINAGE
EASEMENT
EXISTING
20' DRAINAGE EASEMENT
TO BE VACATED BY
EAST RIDGE THIRD FILING PLAT
EXISTING 36" STORM DRAIN PER
EAST RIDGE SECOND FILING UTILITY PLANS
50' RAILROAD RIGHT OF WAY
BOOK 245, PAGE 76
& REC. NO. 99035876
EXISTING 30'
SANITARY SEWER EASEMENT
EXISTING SANITARY SEWER PER
EAST RIDGE SECOND FILING PLAN SET
EXISTING 8" WATER LINE
STUB FOR PROPOSED TOWNHOMES
CONNECTION
6' UTILITY
EASEMENT
30' LANDSCAPE
SETBACK
REMOVE EXISTING FES
EXISTING FIRE
ACCESS GATE SHALL
NOT SWING INTO
PUBLIC R.O.W.
EXISTING 6" WATER LINE
STUB FOR PROPOSED TOWNHOMES
CONNECTION
EXISTING 6" WATER LINE
STUB FOR PROPOSED TOWNHOMES
CONNECTION
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_EX01-EX02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
KEYMAP EX01
JEP
JPD
( IN FEET )
1 inch = ft.
50Feet 0 50
50
100 150
MATCHLINE-SEE SHEET EX02
LEGEND: NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES THE SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT,
AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT ACCEPTS CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED
AGGREGATE (970) 482-1249.
4. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE.
5. CONTACT THE ALTA SURVEYOR FOR INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
7. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH
THE APPROVED LANDSCAPE PLANS.
8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS. THE CONTRACTOR
SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
12. EXISTING CONDITIONS PER EAST RIDGE SECOND FILING DESIGN. CONTRACTOR SHALL FIELD VERIFY INSTALLATION AND LOCATION OF EXISTING CONIDTIONS. CONTACT ENGINEER WITH ANY CONFLICTS.
EXISTING SANITARY SEWER
EXISTING WATER
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING STORM
5015
5014
PROPOSED STORM INLET
PROPOSED MANHOLE
EXISTING CURB AND GUTTER
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
8''W 8''W
PROPOSED 8" SANITARY SEWER 8''SS 8''SS
8''SS
8''W
EX01 EX02
ROTATION: 0°
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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 6.0 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 if 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 City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins 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 City of Fort Collins 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 Reports for East Ridge Third Filing Addendum 1 Mosaic Townhomes dated June 18, 2019 by Galloway
and Company, Inc., 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 the City of Fort Collins 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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 City of Fort Collins Engineer is not available after proper
notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins 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 City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins 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 Flood Plain 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. (The the City of Fort Collins,
Larimer County, Colorado), 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 the City of Fort Collins 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 City of Fort Collins Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by Larimer County.
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 City of Fort Collins 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 Larimer County's
Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins 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:
PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
BENCHMARKS: 92-3, TIMBERLINE RD. AT LARIMER-WELD IRRIGATION DITCH, ON THE SOUTH END OF THE EAST PARAPET WALL
ELEVATION: 4985.68
NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.19'
BENCHMARK: 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE , WEST OF 3024 EAST VINE DRIVE, ON THE NORTH SIDE OF A ROUND ELECTRICAL
VAULT.
ELEVATION: 4966.54
NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18'
41. All stationing is based on centerline of roadways 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins 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 Larimer County Engineer and/or the City of Fort Collins 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 City of Fort Collins, 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. Approved Variances are listed as follows: N/A
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL NOTES
1. The City Stormwater Department 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 BMPs (e.g., perimeter silt and construction fencing) shall be installed prior to any land disturbing activity (e.g., 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. The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in
fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be
implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as
determined by any City Inspectors.
6. 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.
7. 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 City Stormwater Department.
8. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every fourteen (14) days and after each runoff 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. City Ordinance prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any vehicle. Any inadvertent deposited material
shall be cleaned immediately by the contractor.
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 drainageway.
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 City/County 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. 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.
B. STREET IMPROVEMENT NOTES
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. 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 Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished
patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay
work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the
Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold
more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires
inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits
excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth,
non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of
an Inspector.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field
inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction
(except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. STORM DRAINAGE NOTE
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. The Developer shall be responsible for
maintenance of all storm drainage facilities that are constructed outside of the public right-of-way that are cited herein: The stormlines as noted on the plan and profiles
of this plan set.
2. All other storm drainage facilities designed with these utility plans are public and shall be maintained by the City of Fort Collins.
3. All recommendations of the Final Drainage and Erosion Control Reports for East Ridge Third Filing Addendum 1 Mosaic Townhomes dated July 3, 2019 by Galloway
and Company, shall be followed and implemented.
4. Prior to final inspection and acceptance by the City of Fort Collins, 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 by 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.
5. 18" minimum vertical separation from other utilities is required including storm pipes and irrigation mains. Less than 18" will require a steel or concrete encasement of
the lower sewer or water.
E. EAST LARIMER COUNTY WATER DISTRICT STANDARD NOTES:
The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District
('ELCO' or 'District') and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence.
1. Standards and Specifications: Construction shall be per the East Larimer CountyWater District Standard Construction Specifications in effect at the start of construction.
2. Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify
all
affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall immediately notify owner of the utility involved and, unless
authorized in writing by the owner of the subject utility, shall not attempt to make repairs. Cost of repairs shall be the responsibility of the ContractorContractor.
3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. done.
4. Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor shall also comply with any and all
requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet
(10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to remove any landscaping that violates this standard, at any time
such
landscaping is discovered, and shall not be required to replace the removed landscaping.
6. Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting
construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all line testing. Construction or testing shall conform to District
Specifications at all times. In event that State or City road excavation permit(s) are required Contractor shall notify District of proposed construction schedule well in advance to
allow
time for District to obtain the required permit(s).
7. Permits: Contractor is responsible for obtaining all County road permits which may be required.
8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change
indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on As-Built drawings as detailed below in these
Notes.
9. Materials of Construction:
a. Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride
(PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (DR 18). All PVC piping 14-inch through 24-inch shall be manufactured in accordance with
AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200 (DR 18). Pipe with a diameter greater than 24
inches shall be specified based on engineered design. Pipe size shall be as shown on the approved plans. All water piping shall be installed with a twelve (12) gauge braided
copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be made using an integral bell with an
elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. All materials
installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. All fittings shall
be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with
a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
b.Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve shall be Mueller A-2380-20 or
approved equal.
c.Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand
bonnet. Valve shall be Mueller or approved equal.
d. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units. Mueller Super Centurion with epoxy
coated shoe or American Flo Control Waterous Pacer WB- 67-250X with epoxy coated shoe.
e. Fittings - All fittings shall be swing assemblies with anchor couplings.
10. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be polywrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill.
11. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below
established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade
1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a
manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note
maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall be placed in lifts not greater
than
one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other locations. Compaction testing of bedding and backfill shall be at least five
tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority.
13. Thrust Blocks: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with ELCO Specifications. Thrust blocks shall
be
used only as required per field conditions and as approved or directed by the ELCO field inspector.
14. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
15. Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's record) and is cut, the cut shall
be
a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
16. Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra
bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved
by the District.
17. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no
exception.
18. Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in the District’s
Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding,
backfill, testing and all construction methods and practices.
19. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision.
Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control laboratory. Copies of all passing test results, including soils
compaction in the area of water main construction, shall be provided to the District.
20. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built drawings shall be forwarded to
project’s design engineer for conversion to Record Drawings.
b. Record Drawings are prepared by the project’s design engineer and reflect onsite changes the contractor noted in the as-built drawings. The Record Drawings shall be approved by
ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy drawing text
font size shall be large enough to be legible with font size approved by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release
version to be confirmed with District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction plan and
including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. Include with the Record Drawings a complete
copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved.
21. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration
for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close
of the two year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and
responsibility of the ELCO.
F. BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES:
The following information is condensed from the current “Standard Construction Specification for Sewer Mains” as adopted by the Boxelder Sanitation District (District) and is to be
considered as such. In the event of any question the full document shall take precedence.
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor
shall also
notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility
involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement
Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,
ditches,
ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into
transparent sleeves and delivered with the drawings of record in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA)
safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing
to allow
for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be
required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of
the
approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to
ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding
requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted
under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before
other than hand compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of
greater
than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction
testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as
required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires
reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its
original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no
exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary
and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set
forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing,
copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will
occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this
warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field
inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become
the sole property and responsibility of Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete
system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file
equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings
of Record.
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_CV01-CV02_N.dwg - Nate Whitcomb - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE THIRD FILING - REPLAT
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
TELECOM. Centurylink William Johnson (970) 377-6401
WATER ELCO Mike Scheid (970) 493-2044
WASTEWATER Boxelder Sanitation District Karen Reynolds (970) 498-0604
STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6700
UTILITY COMPANY CONTACT PHONE NUMBER
* ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
TYPICAL ROAD SECTIONS
S. TIMBERLINE RD.
E. VINE DRIVE
N. LEMAY AVE.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS
RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
PROJECT BENCHMARKS:
BENCHMARKS
PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
BENCHMARKS: 92-3, TIMBERLINE RD. AT LARIMER-WELD IRRIGATION DITCH, ON THE SOUTH END OF THE EAST PARAPET WALL
ELEVATION: 4985.68
NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29
UNADJUSTED + 3.19'
BENCHMARK: 41-01, ON THE NORTH SIDE OF EAST VINE DRIVE , WEST OF
3024 EAST VINE DRIVE, ON THE NORTH SIDE OF A
ROUND ELECTRICAL VAULT.
ELEVATION: 4966.54
NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29
UNADJUSTED + 3.18'
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 O
www.gallowayUS.com
C 2017. Galloway & Company, Inc. All Rights Reserved
Date:
Drawn By:
Project No:
Checked By:
H:\Hartford Homes\CO, Timnath - HFHLV0001.02_Timberline & Vine Multi-Family\CADD\3-CD\HFHLV1.02_Townhomes_North\HFHLV1.02_CV01-CV02_N.dwg - Kyle Pollock - 9/4/2019
HFH000013.20
09.04.19
# DateDescription Issue / Init.
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES
FORT COLLINS, CO
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF GALLOWAY.
COPYRIGHTS AND INFRINGEMENTS WILL
BE ENFORCED AND PROSECUTED.
COPYRIGHT
PRELIMINARY
NOT FOR BIDDING
NOT FOR CONSTRUCTION
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
VICINITY MAP
SCALE: NTS
CV01 COVER SHEET
CV02 GENERAL AND CONSTRUCTION NOTES
EX01-EX02 EXISTING CONDITIONS
PH01-PH02 PHASING PLANS
GR01-GR03 GRADING PLANS
UT01-UT02 NORTH TOWNHOMES UTILITY PLANS
SS01-SS03 SANITARY SEWER PLAN AND PROFILE
SD01-SD04 STORM DRAIN PLAN AND PROFILE
RD01 PRIVATE DRIVE A & B PLAN AND PROFILES
RD02 PRIVATE DRIVE C & D PLAN AND PROFILES
RD03 PRIVATE DRIVE E & F PLAN AND PROFILES
RD04 PRIVATE DRIVE G & H PLAN AND PROFILES
RD05 PRIVATE DRIVE I PLAN AND PROFILE
RD06 SIGNAGE PLAN
EC01 EROSION CONTROL PLAN
DR01 DRAINAGE PLANS
DT01-DT011 DETAILS
SHEET INDEX
EAST RIDGE FOURTH FILING
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS
PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND
FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO
BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER
SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEERED PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
EXISTING UTILITY, EITHER THROUGH POTHOLING OR
ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
3. CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS,
TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR
INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK
FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING
AGENCY.
4. CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY
MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED
SURVEYOR REPLACE ANY DAMAGED OR DISTURBED
MONUMENTATION AT THEIR COST.
SITE
EAST RIDGE FOURTH FILING
MOSAIC TOWNHOMES