HomeMy WebLinkAboutBANNER HEALTH MEDICAL CAMPUS - FDP - FDP130020 - PLANS - PROJECT SUBMITTAL AND RESUBMITTAL (6)ZIEGLER RD.
E. HARMONY RD.
LADY MOON DR.
CINQUEFOIL LN.
??? BASIN
??? BASIN
STRAUSS CABIN RD.
ROCK CREEK DR.
ZIEGLER RD.
KETCHER RD.
CORBETT DR.
MARIAH LN.
CINQUEFOIL LANE
(MINOR COLLECTOR 82' ROW)
(ULTIMATE CONDITION)
STA 10+00 TO STA 18+88.31
82' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}-56' {}-{} 31' -{}
11' TRAVEL
12' CENTER
8' PARKING
8' BIKE LN.
6' BIKE LN.
11' TRAVEL
LE FEVER DRIVE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
12' TRAVEL
7' BIKE LN.
7' BIKE LN.
12' TRAVEL
12' CENTER
CINQUEFOIL LANE
(MINOR COLLECTOR 68' ROW)
(INTERIM CONDITION)
STA 18+88.31 TO STA 23+00
68' ROW
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
11' TRAVEL
12' CENTER
8' BIKE LN.
8' BIKE LN.
11' TRAVEL
EXISTING RIGHT-OF-WAY
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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 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 5.5 feet unless otherwise noted in the plans and approved by the
Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or 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
ZIEGLER RD.
E. HARMONY RD.
LADY MOON DR.
CINQUEFOIL LN.
??? BASIN
??? BASIN
STRAUSS CABIN RD.
ROCK CREEK DR.
ZIEGLER RD.
KETCHER RD.
CORBETT DR.
MARIAH LN.
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
9/10/13
PROJECT:
306-003
Sheet
Of 4 Sheets
BANNER HEALTH MEDICAL CAMPUS NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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1
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
4 6N
68 W of the 6th PM
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of completion and first acceptance by the City of the
improvements warranted hereunder, the full and complete maintenance and repair of the improvements to be constructed in connection with the Development
which is the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code and/or the Transitional Land Use Regulations, as
applicable. This guarantee applies to the streets and all other appurtenant structures and amenities lying within the rights-of-way, Easements and other public
properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch basins, drainage ditches and landscaping. Any
maintenance and/or repair required on utilities shall be coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis with all construction standards, safety requirements and
environmental protection requirements of the City. The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said
improvements resulting from development-related or building-related activities. In the event the Owner fails to correct any damages within thirty (30) days after
written notice thereof, then said damages may be corrected by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other
remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2) year period and which are unrepaired at the termination
of said period shall remain the responsibility of the Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby agree to hold the City harmless for a five (5) year period,
UNPLATTED
OWNER:
ANDERSON, KATHRYN JOY
WINCHESTER, ELSIE A / SUSAN P
BILL RAY II / LUCAS, SHERI W
HARMONY ROAD
(WIDTH VARIES)
FORT COLLINS-LOVELAND
WATER DISTRICT
20' UTILITY EASEMENT
REC. NO. 20080066830
FORT COLLINS-LOVELAND
WATER DISTRICT
20' UTILITY EASEMENT
REC. NO. 20080066831
UNPLATTED
OWNER:
IMAGO ENTERPRISES INC.
BASIS OF BEARINGS
NORTH LINE OF THE NE 1
4
SECTION 4-6-68
POINT OF
BEGINNING
N07�31'20"E 113.45'
C
4
L7
C
5
S89�29'07"E 228.11'
L1
S89�34'54"E 263.61'
S89�28'54"E 333.42'
S01�32'37"E 1226.59'
NORTH 1
4CORNER
SECTION 4-6-68
(FND 3-1/4"
ALUMINUM CAP
LS 14823 SBG 1998)
FND. #4 REBAR, NO CAP
FND #4 REBAR
NO CAP
LADY MOON DRIVE
PER HARMONY TECH. PARK 2ND FILING
REC. NO. 93075762 & REC. NO. 2001094093
(WIDTH VARIES)
WEST LINE OF THE
NORTHEAST QUARTER
SECTION 4-6-68
TIMBERWOOD
DRIVE
LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LOT 1
1,170,311 sq.ft.
N01�32'05"W 983.54'
L2
L3
C1
L4
L5
S89�30'53"W
54.66'
C
2
S64�10'02"W 101.58'
C
3
S89�27'55"W 198.96'
WEST LINE OF THE
NORTHEAST QUARTER
SECTION 4-6-68
N01�32'05"W, 2608.63'
CINQUEFOIL LANE
60' DEED OF DEDICATION
BOOK 1623, PAGE 102
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
TOTAL RIGHT-OF-WAY TO BE
DEDICATED BY THIS PLAT
47,167 sq.ft.
1.083 ac
945.54'
LOT 1
1,170,311 sq.ft.
26.867 ac
38' RIGHT-OF-WAY
TO BE DEDICATED
BY THIS PLAT
8' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY THIS PLAT
9' UTILITY
EASEMENT
DRAINAGE EASEMENT
9' UTILITY
EASEMENT
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
9' UTILITY
EASEMENT
UNPLATTED
OWNER:
IMAGO ENTERPRISES INC.
LE FEVER DRIVE
LADY MOON DRIVE
PER HARMONY TECH. PARK 2ND FILING
REC. NO. 93075762 & REC. NO. 2001094093
(WIDTH VARIES)
12' UTILITY EASEMENT
RICKETTS HARMONY
MINOR SUBDIVISION
VACATED BY THIS PLAT
20' PUBLIC & EMERGENCY
ACCESS & UTILTY EASEMENT
RICKETTS HARMONY
MINOR SUBDIVISION
VACATED BY THIS PLAT
54' PUBLIC & EMERGENCY
ACCESS & UTILITY EASEMENT
RICKETTS HARMONY
MINOR SUBDIVISION
VACATED BY THIS PLAT
PLATTED PORTION OF
30' ROAD RIGHT-OF-WAY
BOOK 1487, PAGE 159
VACATED BY THIS PLAT
(SEE NOTE 5)
PLATTED PORTION OF
60' ROAD ROW
REC. NO. 88006278
VACATED BY THIS PLAT
(SEE NOTE 6)
PUBLIC SERVICE COMPANY
10' UTILITY EASEMENT
BOOK 1501, PAGE 423 TO
BE VACATED BY THIS PLAT
20' CITY OF FORT COLLINS
RIGHT OF WAY EASEMENT
REC. NO. 2002020071
HARMONY ROAD
CINQUEFOIL LANE
LADY MOON DRIVE
38' RIGHT-OF-WAY
TO BE DEDICATED
BY THIS PLAT
8' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY THIS PLAT
5.52' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY THIS PLAT
60' ROAD ROW
REC. NO. 88006278
PUBLIC SERVICE COMPANY
10' UTILITY EASEMENT
BOOK 1501, PAGE 423 TO
BE VACATED BY THIS PLAT
LOT 1
RICKETTS HARMONY
MINOR SUBDIVISION TO BE
VACATED BY THIS PLAT
LOT 2
RICKETTS HARMONY
MINOR SUBDIVISION TO BE
VACATED BY THIS PLAT
EXISTING PROPERTY LINES
TO BE VACATED BY THIS PLAT
LOTS 1 & 2 OF RICKETTS HARMONY
MINOR SUBDIVISION TO BE
VACATED BY THIS PLAT
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LE FEVER DR.
FOSSIL CREEK RESERVOIR INLET DITCH
DITCH ACCESS ROAD
EXISTING 51'
RIGHT-OF-WAY
EXISTING 51'
RIGHT-OF-WAY
BROOKFIELD DRIVE
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NOT FOR CONSTRUCTION
REVIEW SET
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NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
E
FO
EXISTING STORM SEWER
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: November, 2012
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
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1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
PRIVATE DR.
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HARMONY
TECHNOLOGY
PARK, SECOND
FILING
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CINQUEFOIL LANE
TIMBERWOOD DR.
LADY MOON DR.
PROPOSED
BUILDING
TF
TF
TF
PROPOSED
HELISTOP
EXISTING 103'
RIGHT-OF-WAY
24'
POND 1
TF
TF
TF
PROPOSED 82'
RIGHT-OF-WAY
24'
24'
24'
24'
24'
24'
30'
24'
30'
24'
30'
30'
36'
7'
13'
PROPOSED 9'
UTILITY EASEMENT
EXISTING 60'
RIGHT-OF-WAY
PROPOSED 9'
PRIVATE DR.
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LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LADY MOON DR.
TIMBERWOOD DR. TF
TF
TF
24'
LADY MOON DR.
PROPOSED 9'
UTILITY EASEMENT
TF
TF
TF
21.81'
EXISTING 93'
RIGHT-OF-WAY
PROPOSED 82'
RIGHT-OF-WAY
29.7'
30'
30'
30'
30'
283.64'
43.48'
61.67'
244.45'
123.05'
30'
19' 24' 38' 30' 17'
PROPOSED 30'
UTILITY, EMERGENCY ACCESS
& DRAINAGE EASEMENT
CINQUEFOIL LANE
CINQUEFOIL LANE
LE FEVER DR.
LE FEVER DR.
POND 2
PRIVATE DR.
50' FL-FL
PROPOSED 76'
RIGHT-OF-WAY
PROPOSED 9'
UTILITY EASEMENT
EXISTING 60'
RIGHT-OF-WAY
50' FL-FL
PROPOSED 9'
UTILITY EASEMENT
83.1'
PRIVATE DR.
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8" W
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8" SS
8" W
8" W
8" W
12" W 12" W 12" W 12" W 12" W 12" W
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12" W
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RD
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12" W 12" W 12" W 12" W 12" W 12" W
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PROPOSED
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BUILDING
STORM DRAIN 3-3
SEE SHEET C409
CONNECTION A7-1
STUB AND STAKE
(FOR FUTURE USE)
INV.=4902.50
N: 107266.51
E: 213884.29
MH A7
STA 21+13.55
N: 107294.73
E: 213916.82
32.51 LF 8" PVC @ 2.00%
28.26 LF
6" PVC @
4.60%
6''X8'' WYE A8
STA 21+46.05
N: 107294.77
E: 213884.32
51.78 LF
8" PVC
@ 2.00%
MH A9
STA 21+97.83
N: 107294.82
E: 213832.54
45.12 LF
8" PVC
@ 2.00%
8'' CONNECTION A10
(SEE APPROVED MECHANICAL
PLANS FOR CONTINUATION)
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4890
4895
4900
4905
4910
4915
4920
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4890
4895
4900
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4910
4915
4920
20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
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8" W
8" W
8" SS
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8" W 8" W
8" W 8" W 8" W
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12" W
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4.5' MIN.
12" C900
12" (MIN.)
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12" (MIN.)
12" C900
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LOT ONE
HARMONY
TECHNOLOGY PARK,
SECOND FILING
8" W 8" W
12" W 12" W 12" W
12" W
12" W 12" W 12" W 12" W 12" W
G
G
G
G
G
G
G
G
FO
FO FO FO FO
FO
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OWNER:
ANDERSON, KATHRYN JOY
WINCHESTER, ELSIE A / SUSAN P
BILL RAY II / LUCAS, SHERI W
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8" W
8" W
8" W
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" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS 12" SS 12" SS
S
F
8" SS 8" SS 8" SS
RD
TF
E E E E E E E E E E E E E E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E E
CTV
CTV
CTV CTV
G G G G G G G G G G G G G G G G G G G G G G G G
G
G
G G
G G G
TF
S
T
8" SS
G
G
W
W
TF
RI
IR
G
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV E/CTV
SANITARY LINE A1
SEE SHEET C305
STORM DRAIN 1
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LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
OWNER:
ANDERSON, KATHRYN JOY
WINCHESTER, ELSIE A / SUSAN P
BILL RAY II / LUCAS, SHERI W
OWNER:
CHANDLER, J THOMAS
OWNER:
CHANDLER, J THOMAS
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LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
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RD
PROPOSED
BUILDING
PROPOSED
HELISTOP
HARMONY ROAD
TIMBERWOOD DR.
LADY MOON DR.
FFE=4910.25
POND 1
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 68'
RIGHT-OF-WAY
EXISTING
RIGHT-OF-WAY
PROPOSED
RIGHT-OF-WAY
CINQUEFOIL LANE
PROPERTY
LINE
PROPOSED
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LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
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RD
RD
RD
RD
RD
RD
PROPOSED
BUILDING
LADY MOON DR.
CINQUEFOIL LANE
TIMBERWOOD DR.
LE FEVER DR.
FFE=4910.25
POND 2
EXISTING
WOOD BARN
EXISTING
WOOD SHED
EXISTING 93'
RIGHT-OF-WAY
PROPOSED 76'
RIGHT-OF-WAY
PROPOSED 82'
RIGHT-OF-WAY
PROPOSED
BUILDING
FFE=4910.25
STMH 1-5
STMH 1-6
OWNER:
CHANDLER, J THOMAS
OWNER:
CHANDLER, J THOMAS
LE FEVER DR.
LINE
FES 1-1
STMH 1-2
STORM INLET 1-4B
STORM INLET 1-5B
FOSSIL CREEK RESERVOIR INLET DITCH
IRRIGATION DITCH ACCESS ROAD
PROPERTY LINE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPERTY LINE
REGIONAL - OUTLET
OUTLET - MH1
OUTLET - FES
A
A
ODP POND
VARIES
10'
MAINTENAN
CE 16'
4:1
4:1
2.0%
4'
4:1
(EXISTING GRADE)
DRAINAGE
EASEMENT
4:1
16'
2.0%
VARIES
4'
30'
PLD SECTION
2.0% 2.0%
10'
MAINTENANCE
ROAD
MATCHLINE-SEE SHEET C402
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
FES 1-1
STA 10+00.00
N: 107283.21
E: 214546.99
53.22 LF
42" RCP
@ 0.40%
STMH 1-2
STA 10+53.22
N: 107317.50
E: 214506.29
378.75 LF 42" RCP @ 0.40%
PROPOSED
DRAINAGE
EASEMENT
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" SS
12" SS
12" SS 12" SS
12" SS
12" SS
12" SS
12" SS 12" SS
12" SS
12" SS
S
F
8" SS
RD
TF
E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV
E
E
E
E
E
E
G
G G
G
G
G
G G
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
24+50 24+00 23+00 22+00 21+00
18" MIN
18" MIN
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8" W
8" SS
12" W
12" W
12" SS
12" SS
12" SS
E E
E/FO/CTV
E/FO/CTV E/FO/CTV
CTV
CTV
CTV CTV
G
G
G
G
E/CTV E/CTV
STMH 1-6
STA 22+16.82
N: 106536.47
E: 214148.71
CINQUEFOIL LANE
SANITARY LINE A
SEE SHEET C303
WATERMAIN LINE A
FES 1-7 SEE SHEET C307
STA 23+98.80
N: 106354.57
E: 214154.07
181.98 LF 24" RCP @ 0.50%
STORM LINE 1-6A
SEE SHEET C406
LE FEVER DRIVE
4885
4890
4895
4900
8" W
8" W
8" W
8" SS
8" SS
12" W
12" W
12" SS
12" SS 12" SS
E
E/FO/CTV E/FO/CTV E/FO/CTV
CTV
CTV
CTV
G
G
G
G
G G
E/CTV
E/CTV
E/CTV
E/CTV
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CINQUEFOIL LANE
STORM LINE 1
SEE SHEET C403
STMH 1-6
STA 10+00
N: 106536.47
E: 214148.71
OUTLET STRUCTURE 1-6A
STA 10+74.03
N: 106534.43
E: 214074.71
74.03 LF 24" RCP @ 1.44%
SANITARY LINE A
SEE SHEET C303
WATERMAIN A
SEE SHEET C307
LE FEVER DRIVE
12" W 12" W 12" W 12" W
12" SS 12" SS 12" SS 12" SS
F
E
E E E
G G
G
G
W
IR
IR
G
CINQUEFOIL LANE
STORM LINE 1
SEE SHEET C404
STMH 1-4
STA 15+21.51
4885
4890
4895
4900
4905
4910
4915
4920
10+00 11+00
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00
8" W
8" W 8" W
G
G G
G
G
E/CTV
E/CTV E/CTV E/CTV
E/CTV
E/CTV
STORM LINE 5
SEE SHEET C410
49.98 LF 15" RCP @ 0.50%
STORM INLET 2-2
STA 11+24.35
N: 106358.02
E: 213771.17
STORM INLET 2-1
STA 10+74.37
N: 106402.29
E: 213747.97
74.37 LF 15" RCP @ 0.50%
FES 2
STA 10+00.00
N: 106472.87
E: 213771.41
LE FEVER DRIVE
4885
4890
4895
4900
4905
4910
4915
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
12" W
12" W 12" W 12" W 12" W 12" W
STORM LINE 3-3
SEE SHEET C409
STMH 3-4
STA 13+31.56
N: 107517.77
E: 213427.76
STMH 3-3
STA 10+76.08
N: 107517.67
E: 213683.23
STORM INLET 3-5
STA 13+72.06
N: 107477.27
E: 213427.76
9.61 LF 42" RCP @ 0.50%
40.50 LF
30" RCP
@ 0.50%
182.00 LF 30" RCP @ 0.61%
255.47 LF 36" RCP @ 0.50%
WATERMAIN A
SEE SHEET C306
FES 3-1
STA 10+00.00
N: 107589.08
E: 213707.69
66.48 LF 42" RCP @ 0.50%
STORM INLET 3-2
STA 10+66.48
N: 107527.27
E: 213683.23
12" W 12" W 12" W
STORM INLET 3-10
STA 17+60.67
N: 107088.66
E: 213427.78
STORM INLET 3-9
STA 17+44.04
N: 107105.29
E: 213427.78
STMH 3-8
4890
4895
4900
4905
4910
4915
4920
4925
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00
4890
4895
4900
4905
4910
4915
4920
4925
4890
4895
4900
4905
4910
4915
4920
4925
9+50 10+00 11+00 12+00 13+00 14+00
12" W 12" W 12" W 12" W 12" W
STMH 3-3.2
STA 10+00.00
N: 107471.32
E: 213768.82
10.03 LF
12" RCP
@ 1.00%
12" W 12" W 12" W 12" W 12" W
RD S
8" SS
STMH 3-3
STA 10+00.00
N: 107517.67
E: 213683.23
45.16 LF
18" RCP
@ 0.50%
188.37 LF 12" RCP @ 0.78%
STMH 3-3.2
STA 11+30.77
N: 107471.32
E: 213768.82
WATERMAIN A
SEE SHEET C306
85.60 LF
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00
12" MIN
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
11+00 10+00 9+50
12" MIN
PRIVATE DR.
12" W 12" W
12" W
12" W 12" W
STORM INLET 3-8.1
STA 11+26.29
N: 107190.77
E: 213554.07
STORM INLET 3-8.3
STA 12+36.66
N: 107170.82
E: 213662.25
STORM INLET 3-8.2
STA 11+44.04
N: 107190.77
E: 213571.82
STMH 3-8
STA 10+00.00
N: 107190.77
E: 213427.78
126.29 LF 15" RCP @ 0.70%
17.75 LF
15" RCP
@ 0.52%
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
14+00 13+00 12+00 11+00 10+00 9+50
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
13+00 12+00 11+00 10+00 9+50
12" MIN
12" MIN
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
11+50 11+00 10+00 9+50
8" W
8" W 8" W 8" W 8" W 8" W
8" SS 8" SS 8" SS 8" SS 8" SS
8" W 8" W
8" SS 8" SS
STORM LINE 4-2
SEE THIS SHEET
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
8" W 8" W 8" W
8" W
8" W
8" W
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" SS
12" SS 12" SS 12" SS 12" SS
12" SS
12" SS 12" SS 12" SS 12" SS
12" SS 12" SS
12" SS
S
S
F
RD
TF
E
E/FO/CTV
E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV
E/FO/CTV E/FO/CTV
E/FO/CTV E/FO/CTV E/FO/CTV
E
E E
E
CTV
CTV
G G
G
G G
G
G
G
G
G
G
G
G G
G
4865
4870
4875
4880
4885
4890
4895
4900
4865
4870
4875
4880
4885
4890
4895
4900
13+00 12+00 11+00 10+00 9+50
CTV
CTV
CTV
OUTLET - MH1
STA 10+58.37
N: 106453.08
E: 215356.97
OUTLET - FES
STA 10+00.00
N: 106451.85
E: 215415.33
58.37 LF 24" RCP @ 1.00%
93.85 LF 24" RCP @ 2.00%
FOSSIL CREEK RESERVOIR
INLET DITCH
REGIONAL - OUTLET
STA 11+52.22
N: 106488.04
E: 215269.88
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
H
Y
D
S
F
E
S
D
D
LE FEVER DR.
LADY MOON DR.
30'
PROPOSED 9' UTILITY ESMT
5' SIDEWALK
5' SIDEWALK
PROPOS
ED
76' PROPOSED
50' {}-{}
FUTURE
DRIVEWAY
24' {}-{}
15' R
(TYP)
∆
∆
℄
FULL
BUILD
(1.33%)
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
STA.=15+69.61
℄PRIVATE DRIVE
LE FEVER DRIVE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
12' TRAVEL
7' BIKE LN.
7' BIKE LN.
12' TRAVEL
12' CENTER
4900
4905
50' {}-{}
LE FEVER DR.
CINQUEFOIL LANE
EXISTING
69' ROW
PROPOSED
76' ROW
PROPOSED 9' UTILITY ESMT
PRIVATE DR.
SOUTH DETENTION/
WATER QUALITY POND
EXISTING
60' ROW
PROPOSED
82' ROW
9' UTILITY ESMT
5' SIDEWALK
5' SIDEWALK
LE FEVER DR.
(SEE NOTE 8)
(SEE NOTE 8)
PROPOSED
51' {}-{}
CINQUEFOIL LANE
∆
℄
℄
EXISTING
51' ROW
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
Le Fever-Right-FL
LE FEVER DRIVE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
12' TRAVEL
7' BIKE LN.
7' BIKE LN.
12' TRAVEL
12' CENTER
4900
4905
4910
4915
RD
TF
T
PROPOSED 9' UTILITY ESMT
PROPOSED 9' UTILITY ESMT
5' SIDEWALK
PROPOSED 9' UTILITY ESMT
5' SIDEWALK
5' SIDEWALK
6' SIDEWALK
CINQUEFOIL LANE
LE FEVER DR.
CINQUEFOIL LANE
PROPOSED
BUILDING
SOUTH DETENTION/
WATER QUALITY POND
PRIVATE DR.
CINQUEFOIL LANE
15' R
(TYP)
15' R
(TYP)
∆
∆
℄ CINQUEFOIL LANE
℄ LE FEVER DRIVE
STA.=20+02.49
FULL
BUILD
(EXISTING GRAVEL ROAD
SEE NOTE 8)
50' EXISTING {}-{}
69' ROW
PROPOSED
76' ROW
50' {}-{}
PROPOSED
56' {}-{}
PROPOSED
82' ROW
EXISTING
60' ROW
FUTURE
DRIVEWAY
30' {}-{}
PROPOSED
82' ROW
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
STA.=12+02.08
RD
PROPOSED 9' UTILITY ESMT
PROPOSED 9' UTILITY ESMT
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK
8' SIDEWALK
6' SIDEWALK
CINQUEFOIL LANE
HARMONY RD.
CINQUEFOIL LANE
PROPOSED
BUILDING
NORTH DETENTION/
WATER QUALITY POND
PRIVATE DR.
2-FT CURB TRANSITION EACH SIDE
OF 20' LF DRIVE-OVER
CURB AND GUTTER SECTION
(SEE PROFILE FOR LOCATION)
15' R
(TYP)
15' R
(TYP)
EXISTING PROPERTY LINE
FULL
BUILD
PROPOSED
56' {}-{}
PROPOSED
82' ROW
FUTURE
DRIVEWAY
30' {}-{}
FUTURE
DRIVEWAY
30' {}-{}
PROPOSED
50' {}-{}
PROPOSED
68' ROW
EXISTING
60' ROW
MEET EXISTING
ASPHALT CURB
EXISTING
CMP STORM DRAIN
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+58
STA.=16+36.37
℄FUTURE DRIVEWAY
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T S
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180' TAPER 6' BIKELANE 12' TURN HARMONY LANE ROAD 525' DECEL AND STORAGE
4' ASPHALT 2' GRAVEL SHOULDER SHOULDER
LADY MOON DR.
19.97' FL-FL 44.103' R.03' O.W. FL-FL
4905
4910
4915
4920
4925
4905
4910
4915
4920
4925
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
TRANSITION FROM
EOA TO CURB RETURN
FLOWLINE
MATCH EXISTING
CROSSPAN FLOWLINE
MATCH EXISTING
EDGE OF ASPHALT
T S
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HARMONY ROAD 12' 6' TURN BIKELANE LANE
180' TAPER 425' DECEL
EXISTING 20'
UTILITY EASEMENT
CINQUEFOIL
LANE
103' R.O.W.
PROPOSED 68'
RIGHT-OF-WAY
EXISTING 60'
RIGHT-OF-WAY
4895
4900
4905
4910
4915
4920
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
MATCH EXISTING
FLOWLINE
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PARCEL VII
LE FEVER DR.
LE FEVER DR.
CINQUEFOIL LANE
LADY MOON DR.
PRIVATE DR.
PRIVATE DR.
SOUTH DETENTION/
WATER QUALITY POND
5' SIDEWALK
LE FEVER DR.
1
1
2
3
1
1
2
3
S T 0 P
R1-1
36"x36"
STREET NAMEAVE ###
S T 0 P
R1-1
36"x36"
STREET NAMEAVE ###
50'
76'
12'
12'
12'
5
2
5
3
2
4
4
4
4
5
3
FULL
BUILD
5
LE FEVER DRIVE
(MINOR COLLECTOR 76' ROW)
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
12' TRAVEL
CINQUEFOIL LANE
HARMONY RD.
PROPOSED
BUILDING
PRIVATE DR.
EXISTING PROPERTY LINE
1
1
SPEED
LIMIT
R2-1
30
S T 0 P
R1-1
36"x36"
STREET NAMEAVE ###
12'
11'
8'
11'
6' 8'
4
1
4
1
1
1
1
1
11'12' 11'
3
1
3
PROPOSED 82'
RIGHT-OF-WAY
FULL
BUILD
R3-2
24"
24"
PROPOSED 68'
RIGHT-OF-WAY
LE FEVER DR.
PRIVATE DR.
CINQUEFOIL LANE
1
4
4
1
SPEED
LIMIT
R2-1
30
S T 0 P
R1-1
36"x36"
STREET NAMEAVE ###
12'
11'
8'
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5
5
2
2
5 7
7
HARMONY ROAD
LADY MOON DRIVE
12' TURN LANE
6' BIKELANE
4' ASPHALT 2' GRAVEL SHOULDER SHOULDER
180' TAPER 525' DECEL AND STORAGE
44.103' R.03' O.W. FL-FL
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2
5
5
2
2
5
5
HARMONY ROAD
CINQUEFOIL LANE
50' 68' FL-R.O.W. FL
180' TAPER 425' DECEL
12' 6' TURN BIKELANE LANE
0'-12' ASPHALT
TURN LANE
AT 2%-3%
2' GRAVEL
SHOULDER
AT 5%
4' ASPHALT SHOULDER
AT 2%
5' AT 5:1
(DITCH FLOW LINE)
TYPICAL SECTION
HARMONY RIGHT TURN
TO LADY MOON DRIVE
0'-12' ASPHALT
TRAVEL LANE
AT 2%-3%
TYPICAL SECTION
HARMONY RIGHT TURN
LADY MOON DR.
PRIVATE DR.
EXISTING 6' SIDEWALK
8' SIDEWALK
8' SIDEWALK
5' SIDEWALK
1.5%
2.3%
0.7%
2.0%
5' SIDEWALK
5' SIDEWALK
FUTURE
DRIVEWAY
30' {}-{}
PROPOSED
50' {}-{}
PROPOSED
68' ROW
CINQUEFOIL LANE
PRIVATE DR.
(NORTH
ENTRANCE)
2.4%
2.3%
2.8%
2.6%
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LADY MOON DR.
HARMONY ROAD
0.7%
2.4%
8' SIDEWALK
END PROPOSED
CURB AND GUTTER
MATCH EXISTING
ASPHALT CURB
CINQUEFOIL LANE
PROPOSED
50' {}-{}
PROPOSED
68' ROW
HARMONY ROAD
PROPOSED 9' UTILITY ESMT
5' SIDEWALK
1.7%
0.6%
2.8%
2.7%
1.0%
1.5%
PROPOSED
50' TRANSITION
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
PROPOSED
76' ROW
30' {}-{}
PROPOS
ED
50'
FUTURE
DRIVEWAY
24' {}-{}
LE FEVER DRIVE
0.3%
0.2%
0.2%
1.4%
1.0%
1.0%
0.3%
1.4%
5' SIDEWALK
50' EXISTING {}-{}
69' ROW
EXISTING
51' ROW
EXISTING
60' ROW
PROPOSED
82' ROW
CINQUEFOIL LANE
LE FEVER
DRIVE
PROPOSED
76' PROPOSED ROW
50' {}-{}
50' CROWN TRANSITION
5' SIDEWALK
0.7%
0.3%
0.5%
0.5%
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5' SIDEWALK
9' UTILITY ESMT
PROPOSED
76' ROW
PROPOSED
50' {}-{}
LE FEVER
DRIVE
LADY MOON DR.
50' CROWN TRANSITION
51.69' {}-{}
EXISTING 6' SIDEWALK
EXISTING 6' SIDEWALK
5' SIDEWALK
PROPOSED
56' {}-{}
PROPOSED
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
11+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+50
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+00
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+31
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
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LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
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RIGHT-OF-WAY
1
RD
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PRIVATE DR.
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LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
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PROPOSED
FIRE HYDRANT
PROPOSED STORM LINE
PROPOSED STORM LINE
EXISTING 93'
RIGHT-OF-WAY
12
16
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LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
OWNER:
ANDERSON, KATHRYN JOY
WINCHESTER, ELSIE A / SUSAN P
BILL RAY II / LUCAS, SHERI W
OWNER:
CHANDLER, J THOMAS
OWNER:
CHANDLER, J THOMAS
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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CONSTRUCTION DETAILS
�700
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
4 TRENCH AND BEDDING
TRENCH BACKFILL
TRENCH ZONES
PAVEMENT IF REQUIRED
SCALE: NTS
TRENCH AND BEDDING TYPICAL
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
PIPE SUBGRADE; STABILIZATION
MATERIAL IF REQUIRED
{}th O.D.BEDDING /4" MIN. ZONE 1' MIN.
REFER TO SECTION 02221
TRENCH BACKFILL
BEDDING ZONE (SEE ABOVE)
PIPE SUBGRADE
COMPACTED GRANULAR
MATERIAL
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REVIEW SET
��60
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CONSTRUCTION DETAILS
�701
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
1 FIRE HYDRANT INSTALLATION WATER MAIN LOWERING
6 TYPICAL WATER SERVICE
NOT TO SCALE
2
NOT TO SCALE
3 WATER MAIN LOWERING GRAVITY BLOCKS
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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CONSTRUCTION DETAILS
�702
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
TAP CONNECTION FOR CATHODICALLY
PROTECTED MAIN
7
NOT TO SCALE
MECHANICAL COUPLING (TO DISTRIBUTION SYSTEM)
3. EXCAVATION AND BACKFILLING FOR THE TAP CONNECTION
PROVIDED BY THE CONTRACTOR/DEVELOPER.
STANDARDS SPECIFIED BY THE CITY OF FORT COLLINS.
MATERIALS TO BE AS INDICATED IN THE CONSTRUCTION
THE CONTRACTOR/DEVELOPER TO PROVIDE ALL MATERIALS.
PLAN VIEW
2.
1.
NOTES:
WATER TRANSMISSION MAIN
FLANGED TAPPING SLEEVE
FLANGE X MJ TAPPING VALVE
PVC PIPE
3 FEET
EXISTING CATHODICALLY PROTECTED
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REVIEW SET
��60
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CONSTRUCTION DETAILS
�703
NOT TO SCALE
4 STORMWATER BEDDING REQUIREMENTS
5 STANDARD MANHOLE 7 CHANNELING DETAILS FOR MANHOLES
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
12 IN. MIN.
12 IN. MIN.
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
NOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
12 IN. MIN.
1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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CONSTRUCTION DETAILS
�704
4 FLARED END SECTION TRASH RACK
"L"
75"
84"
"L"
65"
67"
108"
82.75"
{LOCKING PIN}
108"
END VIEW SIDE VIEW
39.5"
62.75"
"L"
30"
28"
47.5"
31"
71.25"
30" 15" 12.5" 5 9" 52" 59.75"
36" 18" 15.5"
B
8.5" 58"
"B"
7.5"
5.5"
9.5"
6.5"
CIRCULAR DIMENSIONS
ELLIPTICAL DIMENSIONS
30"
36"
12"
PIPE DIA.
15"
18"
24"
45"
38"
11"
"A"
9"
12"
10"
29"
24"
PIPE EQUIV.
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NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CONSTRUCTION DETAILS
�705
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Banner Health Inlet Schedule
Inlet ID Inlet Type
1-3A.1A 5-foot Type R
1-3A.1 5-foot Type R
1-3A.2A Double Combination
1-3A.2B Double Combination
1-3B Double Combination
1-4A Single Combination
1-4B Single Combination
1-5A Double Combination
1-5B Double Combination
2-1 5-foot Type R
2-2 5-foot Type R
3-1.1A Single Combination
3-2 Double Combination
3-3.1 Single Combination
3-5 Double Combination
3-6.1 Single Combination
3-6.2 Single Combination
3-6.3 Slotted Manhole Cover
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NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CONSTRUCTION DETAILS
�706
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
FOREBAY DETAIL
NOT TO SCALE
SURFACE INFLOW
INFLOW
12"
4'
#4@18"
#4@12"
PROFILE
PLAN
5
3 DIMENSIONS FOR SLOTTED PVC PIPE
{NOTE}:
"SLOTTED PVC" AND "PERFORATED PVC" SHALL MEAN THE SAME THING WHEN REFERRING TO UNDERDRAINS
IN THIS PLAN SET.
120
90
60
A C
E
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NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CONSTRUCTION DETAILS
�707
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{PREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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CONSTRUCTION DETAILS
�708
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
ROCK BERM SHALL
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%SECTION A-A
A
%PLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%SECTION B-B
%PLAN VIEW
B
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CONSTRUCTION DETAILS
�709
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CONSTRUCTION DETAILS
�710
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Double Lines
Normal Width Line
4" White
4" Yellow
4" Space
4" White
Preferential lane symbol
(6' X 4') for designated
bikeways. White pavement
marking placed 65' (min) from
the projected flowline and
Projected Flowline (FL)
NO CROSSPAN
Continental bars (9' X 1.5'):
NO CROSSPAN OR EXISTING CROSSPAN
White Stop Bar (1.5' X Length)
30' Gaps
3:1 Ratio
10' Segments
4" White
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CONSTRUCTION DETAILS
�711
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
OUT FALL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
6"
1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
VERTICAL CURB & GUTTER
1-1/2"
6"
1-1/2" TO
NOT TO SCALE
PAVEMENT DETAIL (ON-SITE)
LIGHT DUTY HEAVY DUTY
{ASPHALT SECTION}
3.5" HOT BITUMIOUS
PAVEMENT
(S OR SX)
8" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
4" HOT BITUMIOUS
PAVEMENT
(S OR SX)
8" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
APPROVED
SUBGRADE
APPROVED
SUBGRADE
7" PORTLAND
CEMENT CONCRETE
HEAVY DUTY
APPROVED
SUB-GRADE
LOADING DOCK
7
NOT TO SCALE
6 CURB AND GUTTER TYPICAL SECTION
CONCRETE PAVEMENT
THE ABOVE PAVEMENT SECTIONS ARE RECCOMENDATION BASED ON THE LATEST GEOTECHNICAL REPORT BY KUMAR AND ASSOCIATES.
{NOTE:}
NOT TO SCALE
5 TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
NOT TO SCALE
3 PEDESTRIAN RAMP DETAIL
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
NOT TO SCALE
1 SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
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
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
4 TRUNCATED DOME WARNING FOR ACCESS RAMPS
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
FL
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
6"
6" 6'-0"
2-1"%%C HOLES
7"
4-1/2"
SECTION
NOTE:
1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING RECYCLED MATERIALS AND SHALL BE GRAY. WHEEL STOPS SHALL BE PROVIDED BY CHECKERS INDUSTRIAL SAFETY PRODUCTS, INC. OR APPROVED EQUAL.
8 PREFABRICATED WHEEL STOP
NOT TO SCALE
Transition back of walk (typ.)
Broom finish Broom finish
*
SECTION A-A
MID-BLOCK LOCATION
(min.)
6'
1:12
Slope
(max.)
1:25** slope (max.)
Flowline
(min.)
(max.)
Slope
1:12
5'
A
Slope
1:25
(max.)
6'
Wood float finish thru ramp
Slope
1:12
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
(min.)
6'
1:25
(max.)
Slope
(max.)
A
A
4'
(max)
(Radius varies)
(typ.)
back of walk
Transition
2
Broom finish
6"
*
BACK OF WALK / LANDING
Curb (optional)
6"
(min.)
(min.)
6"
Walk
Curb
Gutter
NOTES:
1. * 6" Thickness applies to entire ramp area.
2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12
with 1:20 on the truncated dome warning.)
3. See CON��. D�G. 1606(�) ��� 1607 for Fort Collins.
4. See CON��. D�G. 1614, 1615 ��� 1616 for Loveland.
2'-0" 6"
Walk
Gutter
Curb
Only if needed
(min.)
6'
(min.)
or same
width as
the widest
walk
6' (max.)
walk, if needed.
ground behind the
Curb to retain
Warning Detection
Truncated Dome
at the corners of the
truncated dome warning
curb
0"
curb
6"
curb
0"
curb
6"
truncated dome warning
detection
Warning Detection
Truncated Dome
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1603
URBAN AREA
LARIMER COUNTY
ACCESS RAMP DETAILS
CONSTRUCTION
NOT TO SCALE
2 ACCESS RAMP DETAILS
Broken Line
STANDARD
NO STOP BAR SPECIFIED
STOP BAR SPECIFIED
STOP BAR SPECIFIED
EXISTING CROSSPAN
Crosspan exits (no stop bar) -- shall
No crosspan -- shall be positioned
along projected flowline.
match the edge of the pan.
Crosspan exits (stop bar specified) --
shall be positioned along projected
flowline overlapping 4' of crosspan.
1
2
3
CROSSWALK MARKINGS
FL to stop bar
14.5' Projected
14.5' Stop
Bar to FL
13'
9'
1.5'
6' Crosspan
4'
4'
4'
NOTES:
Continental crosswalk bars shall be placed
centered on each lane line & in the center of
each lane. (Lanes 5' wide or less shall not
receive a bar centered in the lane.) Both outside
Continental bars shall be centered on the curb &
gutter when possible.
If 6' crosspan exists, bars to
match pan edge to 13' from
projected FL.
Exception: The downstream bike lane line shall
terminate at the curb return.
NOTE:
All longitudinal (lane) striping shall terminate at the
continental crosswalk bars when no stop bar exists.
If a stop bar is specified, the striping shall terminate
at the stop bar.
REVISION NO: 1
DATE: 03/01/02
STREET STANDARDS STANDARD CONSTRUCTION DRAWINGS PAVEMENT MARKINGS
URBAN AREA
LARIMER COUNTY DRAWING
1403
65' (min)
centered on bike lane.
NOT TO SCALE
1 ASPHALT PAVING DETAIL (CROSSPAN)
THICKNESS
ASPHALT
DESIGNED
2T*
W
ASPHALT
2T*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
ASPHALT PAVING DETAIL (CROSSPAN)
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710
DRAWING
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
TO R.O.W. AT
EXTEND CONC.
PRIVATE DRIVES
NOT TO SCALE
3 SIGN POST
Max. Sign Panel
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
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
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)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
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
30" 8" 8"
NOT TO SCALE
7 STANDARD SIDEWALK
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CON��. D�G. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
NOT TO SCALE
6 TEMPORARY DEAD END BARRICADES
Gutter to gutter width of approach street
1/2
R11-2 (48x30)
1/4 1/4
extended by future development.
dead end on a temporary basis, and must be maintained by the Developer until the street is
These signs and barricades must be installed by the Developer at the end of all new streets that
background, front side only, paint back and edges white.
3. Use 6" wide reflectorized orange stripes on reflectorized white
2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber.
1. Rails shall be nominal lumber dimension.
NOTES:
8" to 12"
8" to 12"
8" to 12"
4. Other options may be used as approved by Local Entity Engineer.
CONSTRUCTION
STANDARD TEMPORARY DEAD END BARRICADES
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1413
DRAWING
REVISION DATE: 04/NO: 01/07 2
ROAD
CLOSED
ATTACHED / SIDEWALK
DOES NOT END AT BARRICADE ENDS AT BARRICADE
DETACHED OR SIDEWALK
NOT TO SCALE
5 HANDICAP PARKING REQUIREMENTS
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
REVISION NO: 1
DATE: 03/01/02
HANDICAP PARKING REQUIREMENTS (AS PER "ADA")
STREET STANDARDS
URBAN AREA
LARIMER COUNTY
CONSTRUCTION DRAWINGS 1407
DRAWING
3'-0"
2'-0"
PVC
Conduit
15'-0"
NOTES:
1. Match location of sleeves on curb head.
2. Depth of sleeve shall be no less than 3'-0" below street grade.
3. Bundles of sleeves are permitted.
4. Sleeves shall be installed with "Pull Wires".
A A
Score concrete curb
head with "X" to mark
location of sleeves.
SECTION A-A
(MIN.)
(MIN.)
DETAIL
Sidewalk
Base
Bundles of
Conduits permitted
(Schedule 40 min.)
1'
Sleeve
1'
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION SLEEVE DRAWINGS LOCATIONS
URBAN AREA
LARIMER COUNTY DRAWING
1202
NOT TO SCALE
2 SLEEVE LOCATIONS
NOT TO SCALE
4 STANDARD PAVEMENT MARKINGS
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
NOT TO SCALE
1 CURB AND GUTTER
NOT TO SCALE
5 STANDARD DRIVEWAY APPROACH (HIGH VOLUME) 6 STREET INTERSECTION CROSSPAN
NOTES:
1. 6' wide pan for residential streets.
2. All intersections to have access ramps.
3. 6" Curb Height.
4. 0" Curb Height.
5. All of these pedestrian improvements must
be in ROW or a pedestrian or public access easement.
6. Truncated Dome Warning Detection.
2'
Y
1:12 1:48
(max.)
Driveway
Gutter
Sidewalk
Parkway
Sidewalk
ROW
Flare Optional Expansion Joint
TYPE III
DETACHED WALK
TYPE IV
ATTACHED WALK
See Note 4
See Note 3
6' (min.)
1:12
See Note 3
See Note 4
See Note 5
Ramp if walk
continues on private
property.
Curb to retain
Landscape if
Necessary
If Concrete Driveway
Detached
Curb
1:48
(max.)
1:12
t
1/4" PER FT.
N.T.S.
SECTIONS A-A & B-B
1:12 (max.)
A
A
1:48 SLOPE
WALK
B
B
CLASSIFICATION APPROACH
TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
**
*
High volume driveways (Type III or IV) allowed for 350
30' maximum for 3 car garages.
No single opening shall exceed 36'. Wider driveways
shall be divided w/a median not less than 6' wide.
or greater trip ends/day.
**
*
DRIVEWAY WIDTHS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 707 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV)
(FC Only)
1:12
Max
Max
See Note 6
See Note 6
1:48
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STREET INTERSECTION CROSSPAN
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
* *
LENGTH
(for monolithic pour)
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
* *
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
{NOTE}:CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
4"
Landscaping
Median Splash Guard
See Note 1 & 2.
Pavement
Barrier Curb
Pavement
2' (min.) See Note 3
for landscaping
Compacted
Subgrade
(Typical)
Median Width
Varies
NOTES:
1. All Splash Guard shall be constructed of stamped concrete, colored concrete or equivalent, or exposed
aggregate as required by the Local Entity.
2. Use 10' joint spacing on the Splash Guard concrete (match C&G joints).
3. For the portions of medians where the landscape area is less than 2' wide, the landscape area shall be
paved in concrete (same material as the Splash Guard)
4. Any median trees shall be trimmed so the minimum branch height is 8' above the pavement.
5. A drainage system may be required whenever an irrigation system is proposed within the median.
LARIMER COUNTY
STREET STANDARDS
CONSTRUCTION
URBAN AREA DRAWINGS REVISION DATE: NO: 04/01/07 705a
DRAWING
LANDSCAPING AND DRAIN DETAILS FOR RAISED MEDIAN
2% 2%
Filter
Fabric
3
4"+Filter
Rock
18.0"
4" Preforated Pipe
wrapped with Filter Fabric
2.0"
Class A
Filter Material
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
OUT FALL CURB & GUTTER
8" BARRIER CURB
6"
1'-0"
a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement.
6" 6"
6"
1'-6"
18"
10" 8"
ROADWAY
PAVEMENT
FL F L
6" MOUNTABLE CURB
MEDIAN (ISLAND CURBS)
STREET STANDARDS
CONSTRUCTION
LARIMER COUNTY
URBAN AREA DRAWINGS REVISION DATE: 04/NO: 01/07 2 703
DRAWING
1 1/4"
BARRIER CURB (KEY WAY OR EPOXY)
1/8" TO 1/4"R.
1"� 1/4"
CONCRETE PAVEMENT
(SECTION B)
1 1/2"
3"
ASPHALT OR
6"
1 1/2"R.
1 1/2"
(SECTION M)
MOUNTABLE CURB (KEY WAY OR EPOXY)
3 1/2" 3"
1"� 1/4"
1"R.
6" 4"
1/8" TO 1/4"R.
6" w/concrete pavement
8" w/asphalt
*
*
6"
1-1/2"
b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only.
Notes:
REVEAL
(CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL)
6"
(FORT COLLINS ONLY)
1-1/2" TO
1"
18" MAX.
Curb - Keyway or Doweled to pavement
4"
Landscaping
1" Radius
Median Splash Guard
See Note 1 & 2.
Pavement
Barrier Curb
Pavement
2' (min.) See Note 3
for landscaping
1'-9"
Compacted
Subgrade
(Typical)
6" MIN.
Median Width
Varies
NOTES:
1. All Splash Guard shall be constructed of stamped concrete, colored concrete or equivalent, or exposed
aggregate as required by the Local Entity.
2. Use 10' joint spacing on the Splash Guard concrete (match C&G joints).
3. For the portions of medians where the landscape area is less than 2' wide, the landscape area shall be
paved in concrete (same material as the Splash Guard)
4. Any median trees shall be trimmed so the minimum branch height is 8' above the pavement.
5. A drainage system may be required whenever an irrigation system is proposed within the median.
1'-9"
6"
4"
LARIMER COUNTY
STREET STANDARDS
CONSTRUCTION
URBAN AREA DRAWINGS REVISION DATE: NO: 04/01/07 705
DRAWING
STANDARD DETAILS FOR RAISED MEDIAN
or equivalent. (typical both sides)
With curb walk, cover plate extends
from property line to top of walk face.
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A-A (2 VIEWS)
COMBINATION CURB, GUTTER, AND SIDEWALK
center, Nelson Standard Anchor
3" #4 Bar Welded at 12" on
L = 1 1/4" x 1 1/4" x 1/4"
5/8" Rolled Steel Tread Plate
SECTION C-C
1.0' (minimum)
approved by the Engineer.
Right of Way line to flow line unless
2. Chase and cover plate run from
1. Length of steel plate varies.
Notes:
Dimension Variable
(diamond pattern)
5/8" Rolled Steel Tread Plate
4'-0" or as Directed
Retaining Screws at
Top of Curb
C B
A
C B
PLAN VIEW
A
Street
10 3/8" SECTION B-B
6"
1 1/4"
STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 709
DRAWING
Attached
Ft. Collins only
Detached Sidewalk
finish 12" on center
Screw Brass or Electro-galv.
1/2" x 1" Flat Head Mach.
threaded to receive screw.
Angle iron to be drilled and
screw to extend into the
Concrete to be drilled to allow
Lip of Gutter
concrete
(typical both sides).
(typical both sides)
F L
Sidewalk
X (Varies, See Plans
Xmax=2.0')
d (Varies,
See Plans)
NOT TO SCALE
2 MEDIAN (ISLAND CURBS)
NOT TO SCALE
3 STANDARD DETAILS FOR RAISED MEDIAN
NOT TO SCALE
LANDSCAPING AND DRAIN DETAILS FOR
RAISED MEDIAN
4
NOT TO SCALE
STANDARD DETAIL FOR DRAINAGE
UNDER SIDEWALK
7
NOT TO SCALE
TUBULAR
MARKER
TUBULAR
MARKER
2' 3'
4'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
BMP WIDTH VARIES 5" MAX BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
NOT TO SCALE
IP
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
PAVED SURFACE
20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
%PLAN%
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
NOT TO SCALE
CWA
1
3 4
NOT TO SCALE
PLANTED RIPRAP INSTALLATION
TYPE H
TYPE M
TYPE L
TYPE VL
2-10
35-50
70-50-100 70
TABLE I
CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
RIPRAP
DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)*
TYPE VH
* d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF
TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED.
50
6
2
9
12
6**
35-50
2-10
50-70
70-100
9
3
12
15
9**
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
2-10
70-100
35-50
24
9
33
6
42
18
70-100 30
TABLE II
GRADATION FOR GRANULAR BEDDING
U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A
SIEVE SIZE
3 INCHES
1 1/2 INCHES
3/4 INCHES
3/8 INCHES
#4
#16
#50
#100
#200
PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES
--
--
--
100
95-100
45-80
10-30
2-10
0-2
90-100
--
20-90
--
0-20
--
--
--
0-3
VL(d = 6IN.),
L(d = 9 IN.)
M(d = 12 IN.)
H(d = 18 IN.)
TABLE III
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES
COURSE-GRAINED SOILS**
4
4
6
6
6
6
8
8
50
50
50
50
TYPE II
50
SEE TABLE III
2'
2d 50
2d
SEE TABLE III
50
TYPE II BEDDING
RIPRAP
FLARED END SECTION (TYP.)
GRANULAR BEDDING
RIPRAP
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
RIPRAP AT PIPE OUTLET {WITH CUTOFF WALL}
RIPRAP AT PIPE OUTLET {WITHOUT CUTOFF WALL}
* MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE
OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP
STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II
BEDDING AT DROP STRUCTURES IS ACCEPTABLE.
12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
RIPRAP
{FILTER FABRIC PLACEMENT AND LAP DETAIL}
{LAP DETAIL}
FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75%
RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED
WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP.
FINISHED GRADE
DESIGN RIPRAP GRADE
PLACEMENT OF ROCK IN TOP LAYER WILL
REQUIRE DISTURBANCE OF FIRST LAYER
SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL
VOID FROM FINISHED SURFACE TO NATIVE SOIL.
D 50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
REQUIRE ADJUSTMENT OF FIRST LIFT
41D
0" MIN
6" MAX
3" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE NOTE 3 BELOW.
GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING
SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP.
FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE
STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS
AS INDICATED ON PLANNING PLANS.
4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP.
{TYPICAL PLANTED RIPRAP PLACEMENT}
FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS
AN ALTERNATIVE TO A TWO LAYER FILTER.
FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE
GEOTEXTILES - SECTION 712.
FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA
MANUAL, VOLUME 1, FOR RIPRAP SIZING.
FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE
URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN
WIDTH.
COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{PLANTED RIPRAP NOTES:}
1.
2.
3.
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
2
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
DROP INLET BLOCK
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
SECTION A-A
PLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
AND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
WATTLE FILTER
DROP INLET
INLET
PLAN VIEW
ENTRENCH 3"
CORNERS.
EXCESS AT
FRAME. GATHER
AND STAPLE TO
WITH GEOTEXTILE
WRAP WOOD FRAME
WOOD FRAME
WOOD FRAME
2'' X 4'' WITH GRATE
DROP INLET
3' 0''
1' 6'' MAX.
A DEPTH OF 6'' X 6''
BURY GEOTEXTILE AT
%DROP INLET SILT FENCE BOX
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO NATURAL
GROUND AT THE OUTSIDE EDGE OF
CONCRETE APRON
INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE
SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED.
OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{
GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH.
TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
5.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
(10" MIN. DIAMETER)
DROP INLET PROTECTION
NOT TO SCALE
IP
5
Storm Line 1 4.00 Type L 32.00 23.00 1.5
Storm Line 2 1.25 Type L 5.00 5.00 1.5
Storm Line 3 3.50 Type L 28.00 21.00 1.5
Storm Line 4 3.00 Type L 22.00 18.00 1.5
Storm Line 5 2.00 Type L 14.00 12.00 1.5
Storm Line 6 1.50 Type L 6.00 8.00 1.5
Pond 3 Outfall 2.00 Type L 12.00 12.00 1.5
Culvert 1.00 Type L 5.00 5.00 1.5
Storm Line
Pipe
Diameter
(ft)
Riprap
Type
Length
of
Riprap
(ft)
Width
of
Riprap
(ft)
2*d50,
Depth
of
Riprap
(ft)
6 RIP RAP SCHEDULE
PROVIDE TEMPORARY EC MATTING (NA GREEN SC 150 OR APPROVED EQUAL)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180� IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{SILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT
REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER
IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN.
4" MIN.
{1 " x 1 " WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
NOT TO SCALE
SF
WATTLE INSTALLATION
NOT TO SCALE
WATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
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'
WATTLES - DETAIL B
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
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%CURB INLET WATTLE PROTECTION SETUP%
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
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
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"
W1
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
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{PERVIOUS INSTALLATION}
{IMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
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
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
CONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
CURBSIDE CHECKDAMS SETUP
SF
1 2
SWALE WATTLE DIKE
ENTRENCH 3"
POINT A
SECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
PLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND
MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES
1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS
ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
WD
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.
STA %OR%
OR
(10" MIN. DIA.)
5
ST
SEDIMENT TRAP
NOT TO SCALE
3
2:1
MAX.
FLOW
TRANSITION EXISTING
POND INTO SEDIMENT TRAP
2:1
MAX.
2:1
MAX.
2:1
MAX.
6.08' MIN.
12.15' 1.52' MIN. MIN.
1' MIN.
24.3'
12.15'
B B
2:1
MAX.
2:1
MAX.
A A
SECTION A-A
PLAN VIEW
SECTION B-B
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
12"
12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A
FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH,
OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED
MINIMUM ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE
TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON
ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC
AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
ROCK SOCK DETAIL
NOT TO SCALE
4
RS
NOT TO SCALE
D
B
SCREEN SLOT TABLE
A B C D E F
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX.
SLOT/ROW
PER FOOT
APPROX.
SLOT
SPACING
MINIMUM
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 2.35" 0.032" 14 3/4" 3.15 SQ. IN.
NOT TO SCALE
4" MIN ON 8" - 24"
6" MIN ON 30"
4" MIN ON 8" -
24"
6" MIN ON 30"
A
A
TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD
BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC
DWG SIZE A SCALE SHEET 1 OF 1 DWG NO. 7001-110-181 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
8 IN - 30 IN PERFORATED DRAIN BASIN WITH STANDARD
GRATE QUICK SPEC INSTALLATION DETAIL
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 2-14-06
DRAWN BY EBC
2-14-06
CJA
1:40
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
5'-1/2"
USE CAP REDUCER
AND DOME GRATE
1 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS
SEE DRAWING NO. 7001-110-065
2 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ANY EDGE OR FITTING.
3 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
4 - GRATES SHALL MEET H-10 LOAD RATING FOR 12" - 24" PED
5 - GRATES SHALL MEET H-20 LOAD RATING FOR 30" PED & 12" - 30" STD & SOLID
6 - ALL BRONZE GRATES, DROP IN GRATES, & 8" & 10" PED/STD GRATES & SOLID
COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY
NYLOPLAST DRAIN BASIN:28 _ _ AG _ _X
B�
C
2" MIN
� .375" MAX
TOP & FRONT VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
A
2
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
FILL DRAIN BASIN WITH 3
4" WASHED ROCK
COBBLE MULCH
(3"-6" CLEAN
RIVER ROCK)
18" MIN.
18" MIN. WIDTH
WIDTH
GEO-TEXTILE
FABRIC UNGER
COBBLES
D
D - DEPTH 3'-0"
DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. REV
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
���.���������-��.���
24 IN PERFORATED DRAIN BASIN WITH 24 IN X 12 IN
CAP REDUCER & DOME GRATE
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 6-2-06
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
6-2-06
CJA
2.00" MIN
� .375" MAX
BASIN SHOULD BE PERFORATED WITH
8 HOLES PER ROW (1 EVERY 45�)
HOLES SHOULD BE STAGGERED
EVERY OTHER ROW, AS SHOWN
FRONT VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
24" X 12" CAP REDUCER
TOP VIEW
12" DOME GRATE
(1299CGD)
24" DRAIN BASIN BODY
WITHOUT BOTTOM CAP
NOTE: ALL DRY WELL GRATES SHALL
BE SURROUNDED WITH COBBLE MULCH
(SEE DETAIL THIS SHEET).
NOT TO SCALE
1 DRY WELL DETAIL
A - DEPTH 2'-0"
PROFILE
PLAN
EARTHERN DIKE (ODP DETENTION POND)
NOT TO SCALE
2
5' 4' 6' 9' 8' 4'
4:1
4:1
4:1
2.0%
1'
2.25'
1'
PROPOSED DRY WELL
TENSAR ZMAX W-3000
OR APPROVED EQUAL
4'5' 6' 9' 8' 4'
D
U
C
T
I
L
E
I
R
O
N
-
D
O
N
O
T
P
O
L
L
U
T
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
E
N
Y
L
O
P
L
A
S
T
TENSAR ZMAX W-3000
OR APPROVED EQUAL
TO 0.5' ABOVE TOP OF
EARTHEN DIKE.
TENSAR ZMAX W-3000
OR APPROVED EQUAL
TO 0.5' ABOVE TOP OF
EARTHEN DIKE.
DIRECTION OF FLOW
DIRECTION OF FLOW
BIORETENTION / BIOSWALE CROSS SECTION
NOT TO SCALE
4
VARIES
30'
4" UNDERDRAIN
4-2.2 Slotted Manhole Cover
6-3 Slotted Manhole Cover
6-4 Slotted Manhole Cover
3-6 Double Combination
3-7 Double Combination
3-9 Double Combination
3-10 Single Combination
NOT TO SCALE
1 SINGLE COMBINATION INLET
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
4'6"
6"
2' 6"
N.T.S.
6"
5'-8" MAX
3'-0" MIN
4 TON P52 SL M.(NUMBER A. STEPS REQ'D @12" VARIES O.C.
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
3' 6"
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
N.T.S.
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
DIRECTION SECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
3'-7"
CURB ADJUSTS 4" 2'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
NOT TO SCALE
2 DOUBLE COMBINATION INLET
3"
5" 4-1/2"
SUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 6'-1"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
NOTES:
%ISOMETRIC VIEW
PLAN VIEW
N.T.S.
7'-1" 6"
6"
6" 2'
N.T.S.
6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
6"
N.T.S.
SECTION B-B
6'-6" 1"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
4" 2'-7" 6'-8"
CURB ADJUSTS
6"
3 1/4" TO 9"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
SECTION DIRECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
DOUBLE CURB INLET
D-44
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
N.T.S.
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
STAKING NOTES: N.T.S.
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
SEE CHANNEL LAYOUT ON SHEET 2.
409
8"
SECTION A-A INLET WITH DROP BOX~H>5'
SECTION A-A REGULAR INLET
TYPICAL PLAN VIEW
413
411412
403
409 502 504 502
L=15'
H > 5'
D
D
L=10'
413
403
411 412
410
406
403
401
405
407
9"403 o.c.
601 503 502
2" CLR.
3" CLR. MIN. 0.5% Slope
VARIABLE
CONSTANT
5'-0"
CONSTANT
32"
8"
12"
8"
18"TO
STA.PT.
L=10'
TYPICAL
AROUND
2" All
6"o.c x 6"o.c.
16'-8"
L=15
H<5'
401
409 403
407
403
405 406
6"o.c x 6"o.c.
11'-8"
L=5'
L=10'or15'~H<5'
L=5'~All H
8" 403
12"
6'-8"
11"o.c.
9"o.c. TYP.
6"o.c. x 6"o.c.
9"o.c.
3"clr.
3"clr.
2"clr.
MANHOLE
CUT OFF OR BEND BARS TO CLEAR MANHOLE.
3" CLR.
601
407 401
401
403
405 406
403
401
601 503 409
409
STA.PT.
18" TO
REQUIRED WHEN L=10' OR MORE.
ADDITIONAL MANHOLE RING AND COVER
L=10'-0"
11'-4"
INLET
IN 10'
3 RODS
409
503
8"
INLET
IN 15'
5 RODS
L=15'-0"
16'-4"
*
MEET CURB SHAPE AND OF GUTTER NORMAL HERE. BARRIER
409
CURB
ENDS OF 8 [ BEAM
3" CLR. FACE OF
3", EACH END
OF FLOW
DIRECTION
30" 30" 30" 30"
GUTTER
TRANSITION
3' INLET PAY LENGTH 3'
IN 5' INLET
ONE 1 " DIA. ROD
TO
18" 30"
601
GUTTER
TRANSITION
Face of
Curb
o.c.8"
36"
8"
o.c. 5 "
L=5'-0"
6'-4"
B
B
A A
PLACE ENTIRE ASSEMBLY BEFORE POURING
CURB FACE ASSEMBLY
8"
3"
8"
6"
4"
8"
1 " 4"
1"LEG 3
THD.
(TYPE 2-SEC. IIB)
FLUSH CURB FACE WITH
( )
2:1
3"x3"x " PLATE
2'-6"o.c.
GALV. STEEL ROD
1 " DIA.. x 24"
1 " PIPE 2:AND 1 SPACER 1 " LOCK NUT
4:1
NO.18" 4 BAR LONG
8 8.5
TRANSITION CURB
CURB BARRIER FACE INLET
CURB AND GUTTER
FOR AS CURB AND GUTTER. MOUNTABLE
TRANSITION SHALL BE PAID
SHALL BE CONSTRUCTED.
GUTTER, 5 FT. TRANSITION
MOUNTABLE CURB AND
INLET IS USED WITH
WHEN A TYPE R
CURB FACE
MOUNTABLE
5' TRANSITION
AT THE SAME END OF THE INLET.
AND OUTFLOW PIPE SHALL BE LOCATED
NOTE: MANHOLE RING & COVER, STATION POINT
TYPICAL END VIEW
SECTION B-B
INLET.
ACCEPTANCE OF THE
CONCRETE BEFORE
SHALL BE PLUGGED WITH
ROAD BASE. THE HOLE
THREE INCHES BELOW
ELEVATION OR A MINIMUM
BE PLACED AT SUBGRADE
HOLE FOR DRAINAGE SHALL
A 2" DIAMETER TEMPORARY
8" WING FL.
12" o.c.
408
403
401
9" o.c.
11" o.c. 11" o.c. 9" o.c.
11"o.c.
9" o.c.
8" TYPICAL WALL
402
407
5 "o.c.
1 " R
SLOPE=1"/FT. 2" R
7"%%P
- FOR A 1'-0" PAN SLOPE 2" PER FT.
4"
6"
2'-0" 4'-4"
1 " SLOPE 2% ,8"o.TO c. GUTTER
501
409
5 "o.c.
2"clr. 503
601
H > 3'-6"
INLET REQ'D.STEPS FOR ALL
16" MAX.
401
407
2" ALL AROUND
3'-4" 406 6" o.c. 405 6" o.c. 3" CLR.
11"o.c.
SECTIONS C-C & D-D
(DOTTED BARS ARE IN SECTION D-D)
412
403
501
408
413
3-411
413
502
409
1
2
3" CLR.
10" EMBEDMENT
C
C
403
CONCRETE.
STATION POINT
1 2
1 4
12
41
( 14 ) 41
14
1 2
41
83
14
C
C D
D
3" CLR.
12
FOR LENGTH GREATER THEN 5 FT.
PROVIDE ACCESS AT BOTH ENDS.
12
41
601 601
409
CUT REINFORCEMENT BAR ACCORDINGLY.
601
601
601
403
601
407
405 406
409
403
401
H<5'
*
*
TYPE R
CURB INLET
Issued By: Project Development Branch October 1, 2000
M-604-12
Sheet No. 1 of 2
Date: STANDARD PLAN NO.
SD Scale: NA Units: English
FAX: (303) 757-9820
Denver, Colorado 80222
Phone: (303) 757-9083
4201 East Arkansas Avenue
Computer File Information
Drawing File Name: 6040120102.dwg
Project Development Branch Acad Version: R14
DEPARTMENT OF TRANSPORTATION
Colorado Department of Transportation Standard Plan Revised
Comments:
NOT TO SCALE
3 CURB INLET TYPE R
18"
24"
23"
SPAN
30" 19"
14"
RISE
6.5"
8"
8"
"D"
6"
6
5
26.75"
21.75"
30"
25"
"C"
3
3
3
5
9.5"
9"
64"
52"
"W"
21"
27"
40"
28"
"C"
12" 4
"B"
17" 4
15"
"A"
20"
9.5"
"D"
8.5"
38"
"W"
40"
72" 24" 21" 22 6" 132"
{"C"(# BARS)}
{"D"(SPACING)}
OTHER
PLAN VIEW
HINGE PIN
18.5"
21.5"
CIRCULAR DIMENSIONS
ELLIPTICAL DIMENSIONS
60"
54"
42"
48"
60"
54"
PIPE DIA.
55"
48"
43"
"B"
21"
21"
76"
68"
21"
"A"
24'
24"
24"
PIPE EQUIV.
42"
48"
30"
"L"
34"
RISE
38"
53"
SPAN
60"
"D"
8"
6"
6"
10
10
9"
42"
47"
45"
50"
"C"
9
14
22
90"
80"
10"
10"
"W"
64"
84"
132"
70"
6
"B" "C"
31.5"
36.38
"A"
35"
39"
64"
"W"
70"
9.5"
"D"
9"
69"
71"
{GENERAL NOTES:
1.ALL TRASH RACKS SHALL BE CARDER
CONCRETE OR APPROVED EQUIVALENTS.
2.DIMENSIONS ABOVE LISTED IN INCHES.
3.PADLOCKS FOR LOCKING BAR WILL BE
FURNISHED AND INSTALLED
4.TRASH GUARDS ARE NOT DESIGNED TO CARRY
WHEEL LOADINGS AND AS SUCH ARE NOT TO BE
USED AS SAFETY GRATES.}
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
CAD FILE NAME:
DETAILS
DRAWN BY: T. COX
D46.dwg
OUTLET STRUCTURE
DATE DRAWN: 8/15/05
C C
A
A
B
B
CONTROL
PLATE
Ls 3'-6"
1'
(MIN.) 6"
Ws
6"
6"
VARIES VARIES
6"
Ws/2 Ws/2
OUTLET CENTERLINE PIPE OF
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
#4@#4@12" 12"
#4@18"
#4@12"
6"
Wo
Wo Wo
Wp
(Wo+6")
4"
(TYP.) TABLE
1/4" (MIN.) THICK
STEEL FLOW CONTROL
PLATE
STAINLESS STEEL
ANCHOR BOLT (TYP.)
1'
(MAX.)
INTO CONCRETE SIDES
STEEL CHANNEL FORMED
3/8"x1" FLAT
BAR HOLDING
FRAME
INTERMITTANT WELDS ON TOP AND SIDES
STAINLESS STEEL ANCHOR BOLTS OR
PLATE
FLOW CONTROL
51"x51" GRATING
(3/8" ROUND OR
TWISTED CROSS
BARS AT 3" O.C.,
WELDED TO 1"x3/8"
BEARING BARS AT
2 1/2" O.C.)
3/8" ROUND OR
TWISTED CROSS
BAR
BAR
1"x3/BEARING 8"
PLAN
3" CLR.
TO FASTEN GRATE DOWN
3/8"x6" THREADED BOLT
D
4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND
PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH
RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED
AFTER GALVANIZING.
3 1/2"
x1 1/2"
KEY
OUTLET PIPE
4% 4%
CLR.
3"
BAR
#4 HOOP
PIPE
CONCRETE
METAL OR
F
LAP
12"
#4@12" O.C.
O.C.
#4@12"
CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
GENERAL NOTES
1.
2.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"
AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
HAVE A MINIMUM 2" CLEARANCE.
REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL
#4 DIAGONAL
(TYP.)
SECTION D-D
HOLE (TYP.), SEE
ELEV. B
ELEV. A
ELEV. C
WQ
SPILL ELEV.
WATER QUALITY
100-YEAR OUTLET
D
D
CONCRETE OF WING WALLS PAD WITH USE
SECTION LINE A-A (ARROWS
A A POINT IN DIRECTION SECTION
OPP. OPPOSITE
CLR. CLEARANCE
ABBREVIATIONS
MINIMUM
MAXIMUM
ON CENTER
DIAMETER
TYPICAL
WIDTH OF CONCRETE OPENING
WIDTH OF PLATE
NUMBER
@ AT
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
LEGEND
WATER QUALITY (WQ)
INV. INVERT WQ WATER QUALITY
ELEV. ELEVATION
6"
6"
CONCRETE DOWEL WITH PAD USE OF
Ls LENGTH OF STRUCTURE
Ws WIDTH OF STRUCTURE
STEEL OR EQUAL)
(NOTE 5)
TRASH RACK
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
TRASH RACK
STEEL OR EQUAL)
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
EQUAL)
FILTER STAINLESS
NO. 93 (U.S.
WELL SCREEN
STEEL OR
DETAIL
D-46
INVERT OF PLATE
HOLES TO BE AT
BOTTOM ROW OF
LAST DATE REVISED: 4/7/11
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
FLOW
TO COVER OPENING
(FASTEN WITH 3/8"x6"
TREADED 1/4" METAL BOLTS) PLATE
TO GRATE, WITH
TO GRATE, WITH
(TYP. OPP. SIDE)
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
1/4" PLATE, WELDED
1/4" PLATE, WELDED
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
* MODIFIED BY NORTHERN ENGINEERING
NOT TO SCALE
5 OUTLET STRUCTURE DETAIL
POND 1 POND 2 POND 3
ELEV A (POND INV) 4896.20 4887.80 4882.20
ELEV B (WQCU ELEV) 4897.80 4889.90 4884.60
ELEV C 4900.00 4901.00 4885.00
SPILL ELEV
D wq (FT) 1.60 2.10 2.40
Ls (FT) 4.00 4.00 4.00
Ws (FT) 4.00 4.00 4.00
Wo (FT) 1.00 1.00 1.00
HOLE DIA (INCH) 1 1 1/8 1 3/4
# ROWS 5 7 7
# COLUMNS 1 1 1
OUTLET SCHEDULE
END AND CONCRETE OF PAD WING (END WING WALL) OF WALL PAD (TO TYP.MATCH )
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
TO GRATE, WITH
(TYP. OPP. SIDE)
1/4" PLATE, WELDED
EXPANSION JOINT WATER QUALITY OUTLET BOX
MATERIAL
TOP OF
WINGWALL
OPTIONAL MATERIAL
FRONT VIEW (TYP. BOTH SIDES)
RE-BARS FROM
WINGWALL FOOTING
CONTINUE INTO
WALL
6" THICK WINGWALL AND FOOTER REINFORCED WITH
NO. 4 REBAR @ 12" O.C. VERT. AND HORIZ.
6"
6.75'
6"
18"
18"
CENTERED WITHIN WALL
TOP VIEW
15"
WATER QUALITY OUTLET WINGWALL DETAIL
NOT TO SCALE
6
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
CONCRETE END SECTIONS
01/31/01 D-15
NBJ
E
{DIA.}
{D}
{A} C B
E
E
E
E
F F
PLAN
C B
D
A RISE SPAN
END VIEW
PLAN E
F
M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES
SECTION D F-FA RISSEPAN
END VIEW
F
3 IN.
5 IN.
5 IN.
3 IN.
F
2 FT. 5 IN.
3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,
MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED
WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL.
3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR
2 FT. 7 IN.
PIPE
DIAMETER
F
18 IN. - 30 IN.
36 IN. - 42 IN.
48 IN. - 60 IN.
72 IN. - 84 IN.
5 IN.
6 IN.
9 IN.
CONCRETE JOINT
FASTENER.
LOCATION OF 1 IN.
DIA. HOLES
END SECTION FOR REINFORCED CONCRETE
CIRCULAR PIPE
END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
END SECTION FOR REINFORCED
CONCRETE ARCH PIPE
DIMENSIONS
A B C D E
PIPE
I.D.
IN.
12
15
18
24
30
36
42
48
54
60
72
5 1/2
11 1/2
12
17
18
24
28
27
36
34 1/2
23
26
26
43
53
60
61
70
65
58
75
49
47
48
54
43
37
36
28
35
40
21
72
73
74
97
96
97
97
98
100
98
96
24
29
36
48
60
71
78
84
90
96
108
IN. IN. IN. IN. IN.
SECTION F-F
24
30
36
42
48
54
60
30
38
45
53
60
68
76
19
24
29
34
38
43
48
8 1/2
9 1/2
11 1/8
15 3/4
21
25 1/2
30
39
54
60
60
60
60
60
33
18
24
36
36
36
36
72
72
84
96
96
96
96
48
60
72
78
84
90
96
EQUIVALENT (INCHES)
CIRCULAR
DIAM. (IN.)
NOMINAL (IN.) DIMENSIONS
SPAN RISE A B C D E
24
30
36
48
54
DIAM. (IN.)
CIRCULAR
EQUIVALENT
42
60
72
96
96
96
96
96
(INCHES)
96
8 1/2
9 1/2
11 1/8
25 1/2
A
DIMENSIONS
15 3/4
SPAN RISE
30
21
NOMINAL (IN.)
B C
60
60
60
60
50
60
39
36
36
36
36
46
35
33
78
90
96
84
D
60
72
48
E
29
36
43
50
58
65
72
86
18
22
27
31
36
40
44
54 31 120
72 60 39 99
PLAN
SECTION X-X
GENERAL NOTES:
1. REVISED CDOH M-603-10
2. CONCRETE END SECTIONS ARE TO BE
FURNISHED WITH TOUGE OR GROOVE AS
REQUIRED.
3. INSIDE CONFIGURATION AND JOINT OF CONCRETE
END SECTION AND PIPE SHALL MATCH.
4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN
ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM
OF 15 LINEAR FEET OF THE OUTLET END OF THE
ARE MECHANICALLY LOCKED TOGETHER. END SECTION
LENGHTS, WHEN USED, WILL BE INCLUDED IN THE
15 L.F. REQUIRED.
END VIEW
+
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
2 CONCRETE END SECTIONS
NOT TO SCALE
3 STANDARD CONCRETE NOTES
NOT TO SCALE
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
1 AREA INLET
NOT TO SCALE
1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
PIPE O.D. + 8 IN.
1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
PIPE O.D.
12 IN. MIN.
OR 6 IN. MIN.
1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
PIPE O.D.
12 IN. MIN.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
PIPE O.D.
1/OR 8 4 PIPE IN. MIN. O.D.
PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD MANHOLE
11/7/00 D-3
NBJ
MANHOLE SHALL BE AS FOLLOWS:
NOTE: MINIMUM INSIDE DIAMETER OF
27 IN. TO 42 IN. (INCL.)
24 IN. OR LESS
VARIABLE
ALTERNATE BASE
8 IN. MIN.
6 IN.
1 SLOPE IN./FT. RECAST MANHOLE
BASE
OVER 42 IN.
PIPE SIZE
2 IN. MIN. POURED INVERT
8 IN. MIN.
1 FT.
1 IN./FT.
SLOPE
2 IN.
18 IN. MAX
48 IN. MAX. DEPTH
30 IN. MIN. DEPTH
5 FT. MIN. DEPTH
RUNGS 12" O.C.
MANHOLE
8 IN. SEE NOTE
24 IN.
24 IN. RING AND COVER - 400 LB.
OR APPROVED EQUAL
DENVER HEAVY BY MACLEAR
FINISHED GRADE
16 IN. MAX
28 IN. MAX
48 IN.
72 60 IN. IN.
DIAMETER
MIN. MANHOLE
POURED CONCRETE
INSIDE AND OUT
GROUT BASE TO CONE
BASE
MANHOLE SECTIONS
ASTM C-478
INSIDE AND OUT
GROUT SHIPLAP JOINT
ECCENTRIC CONE
ASTM C-478
GROUTED INSIDE AND OUT
ADJUSTMENT SHIM
BRICK &/OR CONCRETE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
2 PVC WATER MAIN TRACER WIRE DETAIL
NOT TO SCALE
3 VALVE ASSEMBLY BOX
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VALVE (TYPICAL)
HYDRANT SECONDARY
FIRE HYDRANT
(TYPICAL)
LOCATOR
STATION
PVC MAIN
TRACER WIRE
NOTES:
1. TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO
PREVENT MOVEMENT OF WIRE.
TRACER WIRE SHALL BE SINGLE CONDUCTOR #12 STRANDED COPPER WITH TYPE THNN OR THWN
FOR LOCATOR STATION DETAILS SEE DETAIL 25
2.
3.
4.
800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS
TRACER WIRES FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER.
SEE NOTE 4
(TYPICAL)
INSULATION DESIGNATED FOR DIRECT BURY. TRACER WIRE SHALL BE CONTINUOUS (WITHOUT SPLICES)
WHENEVER POSSIBLE. WHEN SPLICES ARE REQUIRED, ALL SPLICES OF TRACER WIRE SHALL BE MADE
USING BRASS SPLIT-BOLT CONNECTORS AND ROYSTON "MINI SPLICE-RIGHT" SPLICE KITS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
PVC WATER MAIN
TRACER WIRE DETAIL
30
4/11/11
6 6 6 6 6 6 6 6 6 6 6 6
6 6 6 6 6 6 6 6 6 6 6 6 6
6
WATER MAIN
SEAT VALVE
RESILIENT
CAST IRON
VALVE BOX
CAST IRON
PER CITY OF FORT COLLINS AND AWWA SPECS.
ALL VALVES TO BE 8 MIL POLY WRAPPED. T-BOLTS, NUTS AND RODS
ALL VALVE BOXES TO BE OF CAST IRON CONSTRUCTION, TWO PIECE
TO BE TAR COATED BEFORE WRAPPED.
THREADED ADJUSTABLE DESIGN PER CITY OF FORT COLLINS SPECS.
VALVE BOX W\CAST IRON
LID MARKED "WATER"
ALL VALVES TO BE RESILIENT SEAT, EPOXY COATED INSIDE AND OUT
UNEXCAVATED
A EARTH
SECTION A-A
ASPHALT
A
HAND BACKFILL
AND IN TAMP 3" LAYERS
OPERATING NUT
BACKFILL IN 6"
LAYERS AND
TAMP
2" SQUARE
OPEN RIGHT
BACKFILL METHOD
DEPENDING ON
LOCATION
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
6 SHALLOW MANHOLE WITH FLAT TOP
NOT TO SCALE
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U
S
A
1 1/8"
7/16"
3 1/2"
7 5/16"
5/2" 8"
A
S
U
I
E
J
W
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LID PLAN VIEW
LID SECTION VIEW
VALVE BOX SECTION VIEW
9"
6 1/8"
10"
7 9/16"
2 1/16"
CLOSED PICKHOLE
(TYPICAL OPPOSITE
SIDE)
1/2" RAISED LETTERING
(RECESSED FLUSH)
REFERENCE SPECIFICATIONS 02622-2
THROUGH 02622-4 FOR LOCATOR
FOR CP TEST STATION INFORMATION.
REFERENCE SPECIFICATIONS 16640-5
STATION BOX INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
CP TEST AND LOCATOR STATION BOX
25
4/11/11
W
J
E
I
1 CP TEST AND LOCATOR STATION BOX
NOT TO SCALE
DUCTILE IRON PIPE
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TAP CONNECTION FOR CATHODICALLY
PROTECTED MAIN
18
4/11/11
GENERAL NOTES:
1/4" HOLE
IN HANDLE
1 1/2" BALL VALVE
1 1/2" CAP
PLAN VIEW
6. METER INSTALLATION DESIGN FOR 6 IN. AND LARGER METERS SHALL BE DETERMINED BY THE UTILITY.
5. FOR IRRIGATION ONLY SERVICES, NO BYPASS ALLOWED.
4.
3.
GATE VALVES MUST OPEN RIGHT AND BE EPOXY COATED, RESILIENT SEAT WITH A HAND WHEEL ASSIST.
ALL PIPING WITHIN VAULT SHALL BE D.I.P. WITH FLANGED FITTINGS, EXCEPT FOR THE SOLID SLEEVES.
2. ALL JOINTS OUTSIDE OF VAULT SHALL BE RESTRAINED MECHANICAL JOINTS. (REFERENCE SECTION 02615)
1.
THE BUILDING IMMEDIATELY FOLLOWING THE MAIN SHUT OFF VALVE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE
7. LOCATION AND ALIGNMENT OF AMR POD(S) ON VAULT TOP CAN VARY.
TEST-TEE SIDE VIEW
SEE DETAIL
TEST-TEE
BELOW LID)
24" DIA.
FOR H-20 BRIDGE LOADING
PRECAST CONCRETE VAULT DESIGNED
STRAINER
7'-0"
1'-6" 2'-6"
METER (PLACED
FLOW
SLEEVE
SOLID
VALVE
VALVE GATE
GATE
SLEEVE
SOLID
8'-6"
AMR POD(S) (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
ANCHOR RODS
PROTECTIVE COATING
(TYP.) WITH
GATE
VALVE
FLOW
FLOW FLOW
ACCESS
OPENING
LADDER RUNG
VAULT ACCESS
PRECAST CONCRETE OR FOOTING CAST IN PLACE
18" DIA.
PERFORATED
PIPE SUMP
8. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (PLAN VIEW) 17A
4/11/11
1. DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK DRAINAGE DITCH OR DETENTION BASIN.
2. NO LANDSCAPING (SHRUBS, BOULDERS, ECT.) OR STRUCTURES TO BE WITHIN 4 FT. OR TREES WITHIN 10 FT.
OF METER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM LID AT 2% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ECT.) IN METER VAULT.
5. GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE.
6. IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
GENERAL NOTES:
ADJUSTABLE PIPE SUPPORT
UNDER VALVES AND METER
3/4" TO 1-1/2"
GRAVEL
ASPHALTIC
GROUT
SOLID PAVING
BRICK (TYPICAL)
PRE-FORMED
PLASTIC GASKETS
PIPE ENCASED
WITH MASTIC
GATE
VALVE STRAINER
SOLID
SLEEVE
GATE
VALVE
MANHOLE RUNGS
12 INCHES O.C.
FINISHED GRADE 2% SLOPE
INSTALL LID 1/2"
ABOVE FINAL GRADE
ALUMINUM MANHOLE COVER
AND RING WITH LID LOCK
MORTAR OR
LIFTING HOOK MASTIC
FLOW
BLOCK-OUT TO
BE GROUTED
54" (MIN.)
6" (MAX.)
7" (MIN.)
16" (MAX.)
GRADE PRE-RINGS CAST CONCRETE (IF REQUIRED)
10"
30"
8"
8"
(TYPICAL) ANCHOR RODS
(TYP.) WITH
PROTECTIVE
1" (MAX.)
CONDUIT THROUGH
INTO YOKEBOX
VAULT OR PIT TOP
1/2" EMT OR PVC
3" (MAX.)
AND REMOVABLE PLUG)
YOKE WITH PART BOX #1 YUC-27/LID 32" 7 PART WITH DIA. HOLE FORD #YL-TP
AMR POD (FORD YOKE BOX
FINISHED GRADE
BE 1/2" ABOVE
TOP OF AMR LID TO
2'
3/4" ROCK FOR
GRADE ADJUSTMENT
(MAX.)
(IF REQ'D)
(TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
PIPE 18" SUMP DIA. PERFORATED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (SIDE VIEW) 17B
4/11/11
COATING
SERVICE LINE BY-PASS
30"
54" (MIN.)
8"
8"
10"
6" (MAX.)
12 INCHES MANHOLE O.RUNGS C.
AND RING WITH LID LOCK
ALUMINUM MANHOLE COVER
MORTAR OR
MASTIC PRE-CAST GRADE CONCRETE RINGS (IF
PLASTIC GASKETS
PRE-FORMED LIFTING HOOK
REQUIRED)
3/4" TO 1-1/2"
GRAVEL
PRECAST OR CAST
IN PLACE CONCRETE
FOOTING (TYP.)
(TYP.) 66" (MAX.)
12"
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 3 IN. AND
4 IN. WATER METERS (END VIEW) 17C
4/11/11
STANDARD SETTING FOR 3" AND 4" WATER METERS
(PLAN VIEW)
4
NOT TO SCALE
NOT TO SCALE
STANDARD SETTING FOR 3" AND 4" WATER METERS
(SIDE VIEW)
5
NOT TO SCALE
6 STANDARD SETTING FOR 3" AND 4" WATER METERS
(END VIEW)
NOT TO SCALE
3
NOT TO SCALE
2 STANDARD SETTING FOR 1
1
2" & 2" WATER METERS
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
9.
8.
7.
6.
5.
1.
3.
2.
%GENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN.
PLAN VIEW
48" DIA.
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%GENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
STANDARD SETTING FOR 11
2" & 2" WATER METERS
NOT TO SCALE
1 STANDARD EXTERIOR SETTING FOR
3/4" & 1" WATER METERS
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
NOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
past the meter pit.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE DETAIL 2 FOR THRUST BLOCK SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
SEE DETAIL 4B FOR GRAVITY BLOCK SIZING.
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
4.
3.
2.
1.
49"-66"
>66"
25"-48"
4"-24"
D
UTILITY BEING CROSSED
THRUST BLOCK (TYP.)
GRAVITY
ANCHOR (TYP.)
SEE DETAIL 4B
SEE DETAIL 2 L (ft)
(Typ)
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
4A
4/11/11
WATER MAIN
SIZE (INCHES)
BENDS
45 22 1/2
6
8
10
TRENCH BOTTOM
REINFORCING BAR
(SEE TABLE)
16 14
12
4
CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME
(FT. 3 ) (FT. 3 )
15.9
35.3
62.4
8.6
19.1
33.8
4.4
9.7
17.2
95.4
136.4
184.7
51.6
73.8
100.0
26.3
37.6
51.0
240.9 130.4 66.5
LESS THAN
60CF
90CF
200CF
133CF
400CF
600CF
NO. OF BARS & SIZE
2
2
2
2
2
3
1/2 IN.
5/8 IN.
3/4 IN.
BAR SIZES FOR 150 P.S.I.
RESTRAIN ALL FITTINGS AND JOINTS.
VOLUMES SHOWN IN TABLE ARE BASED
ON 150 P.S.I. INTERNAL STATIC PRESSURE.
VALUES FOR ANY PRESSURE MAY BE
OBTAINED BY MULTIPLYING TABULATED
VALUES BY A CORRECTION FACTOR "F".
"F" =
(REQUIRED FOR VERTICAL BEND GRAVITY
ANCHORS FOR 150 P.S.I. PRESSURE).
NOTE:
ACTUAL PRESSURE
150
GRAVITY ANCHOR DETAIL
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
GRAVITY BLOCKS
4B
4/11/11
1
2 3
4
T (ft)
WATERLINE LOWERING ELEVATIONS
CROSSING 1 2 3 4 5 D T
STORM DRAIN 4 (EAST CROSSING) 4901.50 4897.71 4897.71 4901.50 4899.21 36" 5' 5'
5
NOT TO SCALE
5 STEEL CASING
PVC INSTALLATION - SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT.
STANDARD INSTALLATION - SPACER SHALL NOT BE PLACED MORE THAN 2 FT. FROM END OF CASING.
WITH CASING SPACERS
CARRIER PIPE SUPPORTED
CASING SPACERS
CARRIER PIPE
BELL OF PIPE
CASING DIAMETER AND THICKNESS TO BE NOTED ON ENGINEERING PLANS.
(REF. SECTION 02224)
CASING SPACERS SHALL BE STAINLESS STEEL W/POLYMER RUNNER.
4.
3.
2.
NOTES
1.
6 FT. SPACING FOR PVC
ON LESS THAN 48 IN. DIA.
10 FT. SPACING
CASING SEAL SIDE VIEW
END VIEW
STEEL CASING
1 IN. MAX.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STEEL CASING
7
4/8/11
STEEL CASING
(MIN. {}" THICK)
7 SPRINKLER SYSTEM DETAIL
DESIGNATED SPRINKLER SERVICE
FLOW
5 FT. MIN.
METER
PIT
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
PIT
METER
5 FT. MIN.
FLOW
SPRINKLER TAP OFF DOMESTIC SERVICE
SERVICE MAIN
VACUUM BREAKER
VACUUM BREAKER
(FROM OUTLET SIDE OF
METER PIT TO
SHUT-OFF VALVE TEE)
IRRIGATION SHUT-OFF VALVE
AIR-INJECTION
PORT DOWNSTREAM OF
VACUUM BREAKER
SPRINKLER TEE)
METER PIT TO
(FROM OUTLET SIDE OF
(STOP AND WASTE VALVE NOT PERMITTED)
IRRIGATION SHUT-OFF VALVE
(STOP AND WASTE VALVE NOT PERMITTED)
DIA. WITH CAP OR PLUG)
AIR-INJECTION PORT
(TOP OF PIPE MAX. 3/8"
DIA. WITH CAP OR PLUG)
(3/4" OR LARGER
RECOMMENDED)
RECOMMENDED)
(3/4" OR LARGER
PORT DOWNSTREAM OF
VACUUM BREAKER
AIR-INJECTION
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
SPRINKLER SYSTEM DETAIL
13
4/11/11
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580 FOR 16" OR SMALLER WATER MAINS
6
4/8/11
COMBINATION AIR RELEASE/VACUUM VALVE
COMBINATION AIR RELEASE/VACUUM
1" OR 2" IP FEMALE THREADED
CONFORMING TO ASTM C-913
RECTANGULAR BOX
PRE-FORMED
MATERIAL
GRANULAR
COMPACTED
TO CONCRETE FOOTING
GROUT CONCRETE BARREL
DESIGN REQUIREMENTS
MANHOLE
SECTION A-A
FROST LID
90 ELBOW
MANHOLE RING & COVER R-1758-E
NEENAH OR APPROVED EQUAL
FINISHED
BIRD SCREEN
4'
5'-5"
4' 1' MIN.
(TYP.)
1'
(TYP.)
3{}"
(TYP.)
1'-4"
(MAX.)
1'
(TYP.)
6" FABRICATED STEEL PIPE
6"x90 SCHEDULE
GRADE
PLASTIC GASKET
2'-4"
(EPOXY COATED HUNTER
PLAN
RINGS (GROUT IN PLACE)
PRE-CAST CONCRETE GRADE
1" OR 2" CORPORATION STYLE BALL
VALVE WITH CC INLET AND MIP OUTLET
A
A
FOOTING (TYP.)
2" DOW STYROFOAM HI-40
INSULATION OR APPROVED
EQUAL. INSTALL 48 IN. DEEP
FROM SURFACE GRADE
1' 1'
2'
2'
2' 2'
12" DIAMETER WATER PIPE
SHOWN (SIZE VARIES)
SHOWN (SIZE VARIES)
12" DIAMETER WATER PIPE
MANHOLE STEP
STEP (TYP.)
36" (MIN.)
6" MIN.
(TYP.6" MIN. )
(TYP.)
TAPPING SADDLE
NOTES:
ALL FITTINGS, VALVES AND
SADDLES SHALL BE BRASS
RATED 250 PSI OR BETTER.
PRECAST CONCRETE
AS REQUIRED
1'
(TYP.)
4' MIN.
GREEN IN COLOR)
CONCRETE
FOOTING (TYP.)
CONCRETE
40 PVC ELBOW
MANHOLE PIPE OPENING (FILL WITH
NON-SHRINK GROUT ALL AROUND PIPE)
MANOLE PIPE OPENING (FILL WITH
NON-SHRINK GROUT ALL AROUND PIPE)
ROCK
3/4" WASHED
1.
2. DETAIL NOT TO SCALE
COMBINATION AIR RELEASE/VACUUM
1" OR 2" IP FEMALE THREADED
VALVE
VALVE
6" SCHEDULE 40 PVC
6" SCHEDULE 40 PVC
GLUE-ON FEMALE ADAPTER
TO IP THREAD
1'
NOT TO SCALE
4 COMBINATION AIR RELEASE/VACUUM VALVE
FOR 16" OR SMALLER WATER MAINS
UNDISTURBED SOIL
12-15-2010
CROSS SECTION
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
SERVICE WYE
8 IN. PVC SEWER PIPE
PLAN VIEW
45 MAX.
4 IN. X 4 IN. MARKER POST
AIR-TIGHT PLUG
45 ELBOW
PVC SEWER PIPE
GRANULAR MATERIAL CONFORMING TO CDDH #67
AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER POST
GRANULAR MATERIAL
CONFORMING TO
CDDH #67
4" TYP
TRENCH
PVC SEWER PIPE
SCALE: NTS
TYPICAL SANITARY SEWER SERVICE CONNECTION
SOUTH FORT COLLINS SANITATION DISTRICT
Office (970) 226-3104 Fax (970) 226-0186
APPROVED:
DATE:
12-15-2010
PRE-FORMED PLASTIC GASKET
SLOPE
1 IN./FT.
PRECAST MANHOLE BASE
PRE-FORMED GASKET
MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
15 IN. OR LESS
18 IN. TO 30 IN.
OVER 30 INCHES
48 IN.
60 IN.
PIPE SIZE MIN. 72 MANHOLE IN.
DIAMETER
SCALE: NTS
TYPICAL MANHOLE
SOUTH FORT COLLINS SANITATION DISTRICT
OFFICE (970) 226-3104 FAX (970) 226-0186
APPROVED:
DATE:
CAST-IN-PLACE CONCRETE BASE
HINGED DUCTILE IRON RING/COVER
5 FT. MIN. DEPTH
VARIABLE
24 IN. MIN.
48 IN. MAX.
FINISHED GRADE
16 IN. MAX.
CONCRETE ADJUSTMENT SHIMS
ASTM C-478 ECCENTRIC CONE
ASTM C-478 MANHOLE SECTIONS
28 IN. 24 MAX. IN.
MANHOLE RUNGS
12 IN. O.C.
SEE TABLE
6 IN.
12 IN.
2 IN.
8 IN. MIN.
POURED INVERT
8 IN. MIN.
6 IN.
2 IN. MIN.
ALTERNATE BASE
SLOPE
1 IN./FT.
18 IN.
MAX.
12-15-2010
NOT TO SCALE
2 SANITARY SEWER SERVICE CONNECTION
NOT TO SCALE
1 TYPICAL MANHOLE
SCALE: NTS
TYPICAL OUTSIDE-DROP MANHOLE
SOUTH FORT COLLINS SANITATION DISTRICT
OFFICE (970) 226-3104 FAX (970) 226-0186
APPROVED:
DATE:
CONCRETE GRANDULAR MATERIAL
CONFORMING TO
CDDH #67
2 FT. MIN.
12-15-2010
NOT TO SCALE
6 WATER MAIN BEDDING REQUIREMENTS 7 STANDARD CONCRETE THRUST BLOCKS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
NOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2 45 90
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
TEE
TYPICAL BEND
TYPICAL CROSS-SECTION
DEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
NOT TO SCALE
4 TYPICAL OUTSIDE-DROP MANHOLE
SERVICE CLEANOUT REQUIREMENTS
2.
3.
1.
SLOPE TO MATCH
EXIST. GRADE AS REQ'D
6" PVC
PIPE
CUT TO MATE
w/ BELL
FLOW
EXIST. PIPE
SAWCUT
CONTINUATION
OF SEWER LINE
COUPLING
MATCH EXISTING
EXIST. PIPE
4"-45
ELBOW
45 6"WYE x6"x4"
VARIES
COMPACTED GRANULAR
4" PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
(PER CITY OF LOVELAND
SPECIFICATIONS)
SCREW-ON
WATER
TIGHT PLUG
6"
MIN.
4.
2'x2'x6" DEEP
CONCRETE COLLAR
SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO BUILDING CONNECTION RESIDENCE, AT ALL BEND COMBINATIONS GREATER THAN 45 AND AT A MAXIMUM SPACING OF 100'. NO SINGLE
BEND GREATER THAN 45 SHALL BE ALLOWED.
CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
FERNCO OR CAULDER COUPLINGS SHALL NOT BE ALLOWED AT SPLICES, UNLESS EXIST. SEWER SERVICE IS CLAY.
CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN
ELBOW COMPACTED GRANULAR
45 WYE
4"-45
6"x6"x4"
EXIST. GRADE AS REQ'D
MATCH EXISTING
w/ BELL
CUT EXIST. TO MATE PIPE
VARIES
PIPE
6" PVC
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
4" PVC SDR 35 PIPE
OVER CLEANOUT
EXIST. SAWCUT PIPE
PVC COUPLING SLIP
OF SEWER LINE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
PRIVATE SANITARY SEWER CLEANOUTS
NOT TO SCALE
5
PAVEMENT AREAS
LANDSCAPE AREAS
�
�
�
�.�.
�.�.
�
�
�
�.�.
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���
RD
RD
TF
TF
RD
TF
RD
RD
RD
RD
PROPOSED
BUILDING
ODP POND
POND 1
FOSSIL CREEK RESERVOIR INLET DITCH
PROPERTY LINE
PROPOSED
BUILDING
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF
SF
HARMONY ROAD
LADY MOON DR.
CINQUEFOIL LANE
LE FEVER DR.
TIMBERWOOD
DR.
CINQUEFOIL LANE
POND 2
SF SF SF SF SF
SF
SF SF SF
SF SF
SF
SF
SF SF SF
SF
SF
CWA
VTC
ST
ST
ST
ST
ST
RP RP
RP
RP
WD
WD
WD
WD
ST
RP
WD
WD
WD WD
RP
ST
VTC
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
IP
IP
IP IP IP
IP
IP
IP IP
IP
IP
IP IP
IP
RP
IP
IP
IP
IP
EF
IP
IP
IP
IP
IP IP
IP
IP
IP
WD
FULL
BUILD
FULL
FULL BUILD
BUILD
FULL
BUILD
FULL
BUILD
EF
EF
EF
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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NORTH
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
PROPOSED CONTOURS
80
79
EXISTING STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING TREES
EXISTING STORM SEWER
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PLD SECTION
PROPOSED PROPERTY LINE
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
PLAN
EROSION CONTROL
�603
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION.
A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE
ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES.
B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
(OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION.
E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED.
F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES
OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO
CROSS THE PUBLIC SIDEWALKS.
I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE
WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE
GROUND, AND CONSTRUCTION TOILETS
SHALL BE STAKED DOWN.
K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC.
PROPER BMPs SHALL BE IMPLEMENTED AND
MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS.
L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
EROSION CONTROL NOTES:
GENERAL NOTES:
VEHICLE TRACKING CONTROL PAD
SILT FENCE
PLANTED RIPRAP PROTECTION
SWALE WATTLE DIKE WD
RP
SF
IP
W5
CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.
PERMANENT BMP'S
TEMPORARY BMP'S
VTC
SEDIMENT TRAP ST
EF
17
13
19
21
22
14
18
0.55
16
0.50
13
3.44
14
2.57
17
4.01
18
2.33
19
1.56
21
0.21
22
0.52
15
1.61
20
1.05
15
20
PROPOSED
BUILDING
PROPOSED
BUILDING
PROPOSED 76'
RIGHT-OF-WAY
PROPOSED 66'
RIGHT-OF-WAY
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
LADY MOON DR.
CINQUEFOIL LANE
TIMBERWOOD DR.
LE FEVER DR.
MATCHLINE-SEE SHEET C601
C601
C602
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
A A
B2
1.45 ac
1.REFER TO THE "FINAL DRAINAGE REPORT FOR BANNER HEALTH MEDICAL CAMPUS" BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
2.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
3.FULL BUILD AS SHOWN IS PROVIDED FOR REFERENCE ONLY TO INDICATE ULTIMATE BASIN
IMPERVIOUSNESS AND BOUNDARY AREAS.
NOTES:
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C601
C602
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REVIEW SET
��60
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DRAINAGE EXHIBIT
�602
FOR DRAINAGE REVIEW ONLY.
NOT FOR CONSTRUCTION.
2
3
4
12
6 7
8
10
9b
11
9a
5
1
3.40
2
2.55 3
0.58
5
0.65
9a
1.08
9b
0.55
10
0.59
6
0.64 7
0.33
8
0.47
4
0.50
12
11 1.65
0.39
20
PROPOSED STORM DRAIN
PROPOSED
BUILDING
PROPOSED
HELIPAD
FULL
BUILD
PROPOSED 68'
RIGHT-OF-WAY
HARMONY ROAD
CINQUEFOIL LANE
TIMBERWOOD DR.
LADY MOON DR.
H-1
1.05
H-1
MATCHLINE-SEE SHEET C602
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
A A
B2
1.45 ac
1.REFER TO THE "FINAL DRAINAGE REPORT FOR BANNER HEALTH MEDICAL CAMPUS" BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
2.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
3.FULL BUILD AS SHOWN IS PROVIDED FOR REFERENCE ONLY TO INDICATE ULTIMATE BASIN
IMPERVIOUSNESS AND BOUNDARY AREAS.
NOTES:
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C601
C602
FOR DRAINAGE REVIEW ONLY.
NOT FOR CONSTRUCTION.
Pond ID Detention Water Quality Total Volume Water Quality 100-yr
Peak
Volume Capture Volume WSEL WSEL Release Rate
(AC-FT) (AC-FT) (AC-FT) (FT) (FT) (CFS)
1 3.62 0.30 3.92 4897.80 4902.10 0.70
2 2.24 0.38 2.62 4899.90 4903.20 9.30
3 7.29 1.10 8.39 4884.60 4887.10 28.20
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(�����)
C10 C100
10-��
T�
(���)
100-��
T�
(���)
Q10
(���)
Q100
(���)
1 1 3.40 0.36 0.44 13.8 12.6 4.0 10.6
2 2 2.55 0.82 1.00 7.1 5.0 9.0 25.3
3 3 0.58 0.86 1.00 6.3 5.0 2.3 5.8
4 4 0.50 0.75 0.94 5.0 5.0 1.8 4.7
5 5 0.65 0.89 1.00 5.0 5.0 2.8 6.5
6 6 0.64 0.92 1.00 5.0 5.0 2.9 6.4
7 7 0.33 0.58 0.72 6.6 5.1 0.8 2.3
8 8 0.47 0.55 0.69 9.9 7.7 1.0 2.8
9� 9� 1.08 0.89 1.00 5.0 5.0 4.7 10.7
9� 9� 0.55 0.90 1.00 5.0 5.0 2.4 5.5
10 10 0.59 0.87 1.00 5.0 5.0 2.5 5.9
11 11 0.39 0.54 0.67 7.9 6.0 0.9 2.4
12 12 1.65 0.95 1.00 5.0 5.0 7.6 16.4
13 13 3.44 0.88 1.00 9.9 8.1 11.7 28.9
14 14 2.57 0.88 1.00 10.0 8.0 8.5 21.5
15 15 1.61 0.88 1.00 6.6 5.8 6.3 15.5
16 16 0.50 0.88 1.00 5.0 5.0 2.1 5.0
17 17 4.01 0.88 1.00 5.9 5.0 16.6 39.9
18 18 2.33 0.88 1.00 5.9 5.0 9.7 23.2
19 19 1.56 0.46 0.58 9.1 7.8 2.8 7.7
20 20 1.05 0.81 1.00 15.9 13.7 2.7 7.2
21 21 0.21 0.88 1.00 5.0 5.0 0.9 2.1
22 22 0.76 0.88 1.00 10.5 9.7 2.5 6.0
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DRAINAGE EXHIBIT
�601
R
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LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
PRECISION
DRIVE
OWNER:
ANDERSON, KATHRYN JOY
WINCHESTER, ELSIE A / SUSAN P
BILL RAY II / LUCAS, SHERI W
OWNER:
CHANDLER, J THOMAS
OWNER:
CHANDLER, J THOMAS
TRACT E
BROOKFIELD
PARCEL V PART B
PARCEL VII
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PROPOSED STORM LINE
PROPOSED STORM LINE
TOTAL VOLUME~2.62 AC-FT
POND AREA~38,288 SF / 0.90 ACRES
100 YR. RELEASE RATE 9.30 CFS
TOTAL VOLUME~3.92 AC-FT
SURFACE AREA 48,207 SF / 1.10 AC
100 YR. RELEASE RATE 0.7 CFS
FOSSIL CREEK RESERVOIR INLET DITCH
IRRIGATION DITCH ACCESS ROAD
PROPOSED PLD SECTION
WITH UNDERDRAIN
O-1
5.10
O-2
5.90
PROPOSED STORM LINE
1
2
3
4
12
16
17
13
19
21
22
14
6 7
8
10
9b
11
18
9a
5
1
3.40
2
2.55 3
0.58
5
0.65
9a
1.08
9b
0.55
10
0.59
6
0.64
7
0.33 8
0.47
4
0.50
12
1.65
16
0.50
13
3.44
14
2.57
17
4.01
18
2.33
19
1.56
21
0.21
22
0.52
15
1.61
11
0.39
20
1.05
15
20
PROPOSED
HELIPAD
HARMONY ROAD
LADY MOON DR.
CINQUEFOIL LANE
LE FEVER DR.
UEFOIL LANE
LADY MOON DR.
TIMBERWOOD
DR.
CINQUEFOIL LANE
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
PROPOSED
BUILDING
TRACT K
TRACT I
TRACT M
PROPOSED BUILDING
NORTH
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
EXHIBIT
MASTER DRAINAGE
�600
FOR DRAINAGE REVIEW ONLY.
NOT FOR CONSTRUCTION.
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REVIEW SET
��60
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ODP POND CONTRIBUTIONS
IMAGO TRACT I
IMAGO TRACT K
IMAGO TRACT M
ODP POND TOTAL
IMAGO TRACT I
100-YEAR
RELEASE RATE
VOLUME TO
ODP POND
(CFS)
1.0 AC-FT
25.1
10.0
1.1 AC-FT
5.5 AC-FT
1.4 AC-FT
IMAGO TOTAL 8.0 AC-FT
9.0 AC-FT
BANNER HEALTH MEDICAL CAMPUS
EASEMENT AREA
(SQFT) (ACRES)
23,433 0.538
187,464 4.304
210,897 4.842
LEGEND:
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED PROPERTY BOUNDARY CURB & GUTTER
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
A A
B2
1.45 ac
1.REFER TO THE "FINAL DRAINAGE REPORT FOR BANNER HEALTH MEDICAL CAMPUS" BY
NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
2.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR
PROTECTION FROM THE 100-YEAR STORM.
3.FULL BUILD AS SHOWN IS PROVIDED FOR REFERENCE ONLY TO INDICATE ULTIMATE BASIN
IMPERVIOUSNESS AND BOUNDARY AREAS.
NOTES:
NOT FOR CONSTRUCTION
REVIEW SET
��60
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CROSS SECTIONS
CINQUEFOIL LANE
�514
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+00
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+50
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+00
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+50
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+00
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+89
4888
4892
4896
4900
4904
4908
4888
4892
4896
4900
4904
4908
-60 -40 -20 0 20 40 60
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
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CROSS SECTIONS
CINQUEFOIL LANE
�513
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
9+53
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+77
4892
4896
4900
4904
4908
4912
4892
4896
4900
4904
4908
4912
-60 -40 -20 0 20 40 60
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
PROPOSED R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
EXISTING R.O.W.
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CALL UTILITY NOTIFICATION CENTER OF
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CROSS SECTIONS
CINQUEFOIL LANE
�512
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+14
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+75
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
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REVIEW SET
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����� ����
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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UTILITY PLAN APPROVAL
CROSS SECTIONS
LE FEVER DRIVE
�511
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
12+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
13+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
10+24
4896
4900
4904
4908
4912
4916
4896
4900
4904
4908
4912
4916
-60 -40 -20 0 20 40 60
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
PROPOSED R.O.W.
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REVIEW SET
��60
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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CHECKED BY:
CHECKED BY:
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UTILITY PLAN APPROVAL
CROSS SECTIONS
LE FEVER DRIVE
�510
82' ROW
CINQUEFOIL LANE
PROPOSED
50' {}-{}
PROPOSED
56' {}-{}
FUTURE
DRIVEWAY
30' {}-{}
0.5%
0.5%
0.9%
0.9%
9' UTILITY ESMT
5' SIDEWALK
PROPOSED
82' ROW
EXISTING
60' ROW
FUTURE
DRIVEWAY
30' {}-{}
CINQUEFOIL LANE
PRIVATE DR.
50' {}-{}
56' {}-{}
0.8%
0.8%
1.2% 1.2%
3.0%
2.8%
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
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REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
INTERSECTION DETAILS
�509
6 INTERSECTION DETAIL
9 INTERSECTION DETAIL 10 INTERSECTION DETAIL
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED RIGHT-OF-WAY
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50
FEET.
3.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL
HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
PROPERTY PROPOSED BOUNDARY LOT LINE
DETAIL NUMBER X
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED SAWCUT LINE
3
5
7 INTERSECTION DETAIL 8 INTERSECTION DETAIL
1 4
6
7
10
9
8
2
�
LADY MOON DR.
EXISTING 6' SIDEWALK
2.7%
4.7%
3.4%
3.3%
3.2%
3.3%
3.6%
5.0%
5.0%
0.0%
5.7% 2.2%
5.4%
2.6%
2.0%
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
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NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
20 0 20 Feet
20
40 60
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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R Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
INTERSECTION DETAILS
�508
1 INTERSECTION DETAIL
2 INTERSECTION DETAIL
3 INTERSECTION DETAIL
4 INTERSECTION DETAIL 5 INTERSECTION DETAIL
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED RIGHT-OF-WAY
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50
FEET.
3.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL
HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE
FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
PROPERTY PROPOSED BOUNDARY LOT LINE
DETAIL NUMBER X
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED SAWCUT LINE
3
2
5
6
7
10
9
8
1 4
TO CINQUEFOIL LANE
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C507
TURN LANES STRIPING PLAN
HARMONY ROAD RIGHT
�507
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
SIGNAGE NOTES:
LOT LINE
6 YELLOW ISLAND CROSS HATCHING
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
5
1
4
2
3
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
PREFORMED THERMO PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
PREFORMED THERMO PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
C
E
D
B
A
F
9' 3' 9' 9' 3'
6" WHITE DASHED LINE
PREFORMED THERMOPLASTIC
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE
SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS
BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL
PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR
PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS ENGINEER PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE
STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY
OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL
UNDERGROUND UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH
SIGN.
N.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 RESERVES THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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).
STRIPING LEGEND: (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
{PAVEMENT STRIPING} {PAVEMENT MARKINGS}
7 4" SOLID WHITE LINE
11'
6' 8'
1
1
1
PROPOSED 82'
RIGHT-OF-WAY
FULL
BUILD
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
(ULTIMATE CONDITION)
STA 18+88.31 TO STA 23+00
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
11' TRAVEL
12' CENTER
8' BIKE LN.
8' BIKE LN.
11' TRAVEL
CINQUEFOIL LANE
(MINOR COLLECTOR 68' ROW)
(INTERIM CONDITION)
STA 18+88.31 TO STA 23+00
68' ROW
9'
UTILITY
ESMT.
EXISTING RIGHT-OF-WAY
25' {}50' -{}-{} 25' -{}
11' TRAVEL
12' CENTER
8' BIKE LN.
8' BIKE LN.
11' TRAVEL
CINQUEFOIL LANE
(MINOR COLLECTOR 82' ROW)
(ULTIMATE CONDITION)
STA 10+00 TO STA 18+88.31
82' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}-56' {}-{} 31' -{}
11' TRAVEL
12' CENTER
8' PARKING
8' BIKE LN.
6' BIKE LN.
11' TRAVEL
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NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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D���
D���
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APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C506
STRIPING PLAN
CINQUEFOIL LANE
�506
LEGEND:
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
SIGNAGE NOTES:
LOT LINE
6 YELLOW ISLAND CROSS HATCHING
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
5
1
4
2
3
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
PREFORMED THERMO PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
PREFORMED THERMO PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
C
E
D
B
A
F
9' 3' 9' 9' 3'
6" WHITE DASHED LINE
PREFORMED THERMOPLASTIC
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE
SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS
BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL
PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR
PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS ENGINEER PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE
STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY
OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL
UNDERGROUND UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH
SIGN.
N.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 RESERVES THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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).
STRIPING LEGEND: (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
{PAVEMENT STRIPING} {PAVEMENT MARKINGS}
7 4" SOLID WHITE LINE
LINE
MATCH STA
15+50
LINE
MATCH STA
15+50
7' BIKE LN.
7' BIKE LN.
12' TRAVEL
12' CENTER
�
�
�
LADY MOON DR.
12' 12'
12'
8.17'
7.67'
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�����
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C505
MOON DRIVE STRIPING PLAN
LE FEVER DRIVE AND LADY
505
LEGEND:
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
SIGNAGE NOTES:
LOT LINE
6 YELLOW ISLAND CROSS HATCHING
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
5
1
4
2
3
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
PREFORMED THERMO PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
PREFORMED THERMO PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED THERMO PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
C
E
D
B
A
F
9' 3' 9' 9' 3'
6" WHITE DASHED LINE
PREFORMED THERMOPLASTIC
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE
SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS
BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL
PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR
PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS ENGINEER PRIOR TO PERMANENT
INSTALLATION OF STRIPING AND SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE
STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY
OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE
CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL
UNDERGROUND UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH
SIGN.
N.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 RESERVES THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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).
STRIPING LEGEND: (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
{PAVEMENT STRIPING} {PAVEMENT MARKINGS}
7 4" SOLID WHITE LINE
LADY MOON DRIVE
C505
0'-12' ASPHALT
TURN LANE
AT 2%-3%
2' GRAVEL
SHOULDER
AT 5%
4' ASPHALT SHOULDER
AT 2%
5' AT 5:1
(DITCH FLOW LINE)
TYPICAL SECTION
HARMONY RIGHT TURN
TO LADY MOON DRIVE
0'-12' ASPHALT
TRAVEL LANE
AT 2%-3%
TYPICAL SECTION
HARMONY RIGHT TURN
TO CINQUEFOIL LANE
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REVIEW SET
��60
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KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C504
ROADWAY PLAN & PROFILE
HARMONY ROAD RIGHT TURN LANES
�504
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
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R
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
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R Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
NOTES:
1.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.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
{3.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE
CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.}
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE
ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE
RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.FUTURE PROPOSED ROAD SECTIONS FOR CINQUEFOIL LANE SOUTH OF LE FEVER DRIVE AND LE FEVER DRIVE EAST OF
CINQUEFOIL LANE SHALL HAVE ON STREET PARKING ON BOTH SIDES OF THE STREET.
9.SEE SHEETS C508-C509 FOR INTERSECTION DETAILS.
10.CURB RETURNS SOUTH OF LE FEVER DRIVE AND EAST OF CINQUEFOIL LANE ARE TO BE BUILT WITH HANDICAP RAMP
DEPRESSIONS FOR FUTURE CONSTRUCTION AND THE APRON TO RIGHT-OF-WAY.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 3)
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PROPERTY LINE
SAWCUT LINE
EDGE OF ASPHALT
HARMONY & LADY MOON
SCALE : 1" = 50' (H) 1" = 5' (V)
FLOWLINE
HARMONY & CINQUEFOIL
SCALE : 1" = 50' (H) 1" = 5' (V)
NOTE: CONTRACTOR SHALL REGRADE THE EXISTING IRRIGATION DITCH TO END WEST OF THE PROPOSED HARMONY ROAD WIDENING. PER THE LONE PROPERTY OWNER AND DOWNSTREAM DITCH USER, THIS IRRIGATION
LATERAL NO LONGER NEEDS TO EXTEND EAST OF LADY MOON DRIVE.
STA.=20+70.65
℄PRIVATE DRIVE
(WEST)
STA.=19+17.56
℄PRIVATE DRIVEWAY
CINQUEFOIL LANE
(MINOR COLLECTOR 82' ROW)
STA 10+00 TO STA 18+88.31
82' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}-56' {}-{} 31' -{}
11' TRAVEL
12' CENTER
8' PARKING
8' BIKE LN.
6' BIKE LN.
11' TRAVEL
CINQUEFOIL LANE
(MINOR COLLECTOR 68' ROW)
(INTERIM CONDITION)
STA 18+88.31 TO STA 23+00
68' ROW
9'
UTILITY
ESMT.
EXISTING RIGHT-OF-WAY
25' {}50' -{}-{} 25' -{}
11' TRAVEL
12' CENTER
8' BIKE LN.
8' BIKE LN.
11' TRAVEL
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+58
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+66
STA.=20+49.29
BEGIN 2-FT TRANSITION
TO DRIVE-OVER CURB
AND GUTTER
STA.=20+73.29
END 2' TRANSITION
TO VERTICAL CURB
AND GUTTER
STA 20+51.29 TO
STA 20+71.29
DRIVE-OVER
CURB AND GUTTER
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
(ULTIMATE CONDITION)
STA 18+88.31 TO STA 23+00
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
11' TRAVEL
12' CENTER
8' BIKE LN.
8' BIKE LN.
11' TRAVEL
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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CHECKED BY:
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UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
LEGEND:
NOTES:
1.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.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
{3.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE
CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.}
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE
ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE
RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.FUTURE PROPOSED ROAD SECTIONS FOR CINQUEFOIL LANE SOUTH OF LE FEVER DRIVE AND LE FEVER DRIVE EAST OF
CINQUEFOIL LANE SHALL HAVE ON STREET PARKING ON BOTH SIDES OF THE STREET.
9.SEE SHEETS C508-C509 FOR INTERSECTION DETAILS.
10.CURB RETURNS SOUTH OF LE FEVER DRIVE AND EAST OF CINQUEFOIL LANE ARE TO BE BUILT WITH HANDICAP RAMP
DEPRESSIONS FOR FUTURE CONSTRUCTION AND THE APRON TO RIGHT-OF-WAY.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 3)
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PROPERTY LINE
SAWCUT LINE
C502
C503
ROADWAY PLAN & PROFILE
CINQUEFOIL LANE
�503
MATCH LINE
SEE
STA 15+50
MATCH LINE SEE SHEET C502
STA 15+50 SHEET C502
CENTERLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
CINQUEFOIL LANE
℄FUTURE DRIVE
CINQUEFOIL LANE
(MINOR COLLECTOR 82' ROW)
STA 10+00 TO STA 18+88.31
82' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}-56' {}-{} 31' -{}
11' TRAVEL
12' CENTER
8' PARKING
8' BIKE LN.
6' BIKE LN.
11' TRAVEL
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
CENTERLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEGEND:
NOTES:
1.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.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
{3.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE
CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.}
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE
ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE
RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.FUTURE PROPOSED ROAD SECTIONS FOR CINQUEFOIL LANE SOUTH OF LE FEVER DRIVE AND LE FEVER DRIVE EAST OF
CINQUEFOIL LANE SHALL HAVE ON STREET PARKING ON BOTH SIDES OF THE STREET.
9.SEE SHEETS C508-C509 FOR INTERSECTION DETAILS.
10.CURB RETURNS SOUTH OF LE FEVER DRIVE AND EAST OF CINQUEFOIL LANE ARE TO BE BUILT WITH HANDICAP RAMP
DEPRESSIONS FOR FUTURE CONSTRUCTION AND THE APRON TO RIGHT-OF-WAY.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 3)
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PROPERTY LINE
SAWCUT LINE
C502
C503
ROADWAY PLAN & PROFILE
CINQUEFOIL LANE
�502
MATCH LINE
SEE
STA 15+50
STA 15+50
SEE SHEET C503 SHEET C503
MATCH LINE
LEFT FLOWLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
CINQUEFOIL LANE
SCALE : 1" = 50' (H) 1" = 5' (V)
CINQUEFOIL LANE
4920
4900
4905
4910
4915
4920
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C500
C501
ROADWAY PLAN & PROFILE
LE FEVER DRIVE
�501
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
NOTES:
1.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.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
{3.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE
CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.}
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE
ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE
RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.FUTURE PROPOSED ROAD SECTIONS FOR CINQUEFOIL LANE SOUTH OF LE FEVER DRIVE AND LE FEVER DRIVE EAST OF
CINQUEFOIL LANE SHALL HAVE ON STREET PARKING ON BOTH SIDES OF THE STREET.
9.SEE SHEETS C508-C509 FOR INTERSECTION DETAILS.
10.CURB RETURNS SOUTH OF LE FEVER DRIVE AND EAST OF CINQUEFOIL LANE ARE TO BE BUILT WITH HANDICAP RAMP
DEPRESSIONS FOR FUTURE CONSTRUCTION AND THE APRON TO RIGHT-OF-WAY.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 3)
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PROPERTY LINE
SAWCUT LINE
MATCH LINE
SEE
STA 17+50
MATCH LINE STA 17+50 SEE SHEET C500
SHEET C500
CENTERLINE
LE FEVER DRIVE
SCALE : 1" = 50' (H) 1" = 5' (V)
LEFT FLOWLINE
LE FEVER DRIVE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
LE FEVER DRIVE
SCALE : 1" = 50' (H) 1" = 5' (V)
LE FEVER DRIVE
4910
4915
4920
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4900
4905
4910
4915
4920
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
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REVIEW SET
��60
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NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
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R Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
CENTERLINE
LE FEVER DRIVE
SCALE : 1" = 50' (H) 1" = 5' (V)
MATCH LINE
SEE
STA 17+50
LEGEND:
NOTES:
1.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.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS.
{3.ALL PROPOSED PAVEMENT SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE
CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.}
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO {}" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE
ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE
RIGHT-OF-WAY LINE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.FUTURE PROPOSED ROAD SECTIONS FOR CINQUEFOIL LANE SOUTH OF LE FEVER DRIVE AND LE FEVER DRIVE EAST OF
CINQUEFOIL LANE SHALL HAVE ON STREET PARKING ON BOTH SIDES OF THE STREET.
9.SEE SHEETS C508-C509 FOR INTERSECTION DETAILS.
10.CURB RETURNS SOUTH OF LE FEVER DRIVE AND EAST OF CINQUEFOIL LANE ARE TO BE BUILT WITH HANDICAP RAMP
DEPRESSIONS FOR FUTURE CONSTRUCTION AND THE APRON TO RIGHT-OF-WAY.
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED 2.5' VERTICAL
CURB & GUTTER SECTION
PROPOSED SWALE
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING CURB & GUTTER
EXISTING TREES
EXISTING CONCRETE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 3)
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PROPERTY LINE
SAWCUT LINE
C500
C501
MATCH LINE STA 17+50 SEE SHEET C501
ROADWAY PLAN & PROFILE
LE FEVER DRIVE
�500
SHEET C501
LEFT FLOWLINE
LE FEVER DRIVE
SCALE : 1" = 50' (H) 1" = 5' (V)
RIGHT FLOWLINE
LE FEVER DRIVE
SCALE : 1" = 50' (H) 1" = 5' (V)
LE FEVER DRIVE
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
D���
D���
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APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
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S��������� U������
P���� & R���������
T������ E�������
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C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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PLAN AND PROFILE
STORM DRAIN OULET
�413
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
OUTLET
North Poudre Irrigation Company
UTILITY PLAN APPROVAL
APPROVED :
DATE
STORM DRAIN OUTLET
G
G
G
G G
TF
S
T
W
TF
G
E/CTV
E/CTV
E/CTV E/CTV
STORM LINE 1
SEE SHEET C404
STORM LINE 1
SEE SHEET C404
STORM INLET 6-4
STA 16+90.52
N: 106992.96
E: 213788.28
STORM INLET 6-1
STA 10+46.36
N: 106626.33
E: 214072.64
(SEE NOTE 10)
STMH 6-2
STA 14+05.94
N: 106985.91
E: 214072.64
FES 6
STA 10+00.00
N: 106582.73
E: 214056.90
359.58 LF 18" RCP @ 0.52%
46.36 LF
18" RCP
@ 0.52%
CINQUEFOIL LANE
STORM LINE 1-5A
SEE SHEET C405
SANITARY LINE A
SEE SHEET 304
WATERMAIN LINE A
SEE SHEET C307
STORM INLET 6-3
STA 15+75.22
N: 106985.91
E: 213903.37
169.27 LF 12" RCP @ 2.03%
FULL
BUILD
PROPOSED BUILDING
42.14 LF 8" PVC @ 2.11%
90� BEND
4.69 LF 8" PVC @ 5.00%
8'' ROOF DRAIN
(SEE MECHANICAL DRAWINGS
FOR CONTINUATION)
INV = 4902.25
N: 107028.05
E: 214067.95
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 6
STORM DRAIN LINE 6
D���
D���
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APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN LINE 6
�412
10. CONTRACTOR SHALL PLACE STEEL PLATE ON LAST CONCRETE SECTION IN LIEU OF GRATE FOR INTERIM CONDITION. WHEN FINAL PRIVATE LOOP DRIVE IS CONSTRUCTED STEEL PLATE SHALL E BE REMOVED AND
GRATE CAN BE INSTALLED.
STMH 4-1
STA 10+72.90
N: 106605.91
E: 213708.43
STMH 4-2
STA 11+82.50
N: 106605.91
E: 213598.83
TEMPORARY FES 4-3
STA 12+29.22
N: 106605.91
E: 213552.11
FES 4
STA 10+00.00
N: 106546.09
E: 213750.09
46.72 LF
36" RCP
@ 0.50%
72.90 LF
42" RCP
@ 0.52%
109.60 LF 36" RCP @ 0.50%
SANITARY LINE A1
SEE SHEET C305
STORM LINE 4-1
SEE THIS SHEET
16" STEEL CASING
10' EACH SIDE
OF STORM LINE 16" STEEL CASING
10' EACH SIDE
OF STORM LINE
8" W 8" W 8" W 8" W
8" SS 8" SS 8" SS 8" SS
STORM INLET 4-1.1
STA 11+38.85
N: 106686.33
E: 213821.62
138.85 LF
30" RCP
@ 0.50%
STMH 4-1
STA 10+72.90
N: 106605.91
E: 213708.43
SANITARY LINE A1
SEE SHEET C305
8" W 8" W 8" W
8" SS 8" SS
8" W
8" W 8" W 8" W
12" W
S
T S W
RD
8" SS
8" SS 8" SS 8" SS 8" SS
RD
RD
RD
RD
S
STORM INLET 4-2.2
STA 13+48.58
N: 106954.50
E: 213598.83
62.38 LF
8" PVC
@ 0.61%
178.01 LF 15" RCP @ 0.52%
SANITARY LINE A1
SEE SHEET C305
8"-90� BEND
STMH 4-2.1
STA 10+09.45
N: 106776.49
E: 213598.83
31.59 LF 6" PVC @ 3.83%
6" ROOF DRAIN
(SEE MECHANICAL DRAWINGS
FOR CONTINUATION)
INV. 4905.25
N: 106959.69
E: 213567.67
41.63 LF 4" PVC @ 2.52%
4" ROOF DRAIN
(SEE MECHANICAL DRAWINGS
FOR CONTINUATION)
INV. 4905.25
N: 106993.19
E: 213614.20
34.29 LF 6" PVC @ 2.65%
STUB AND STAKE 4-2.1A
INV. 4903.97
N: 106776.49
E: 213633.12
PROPOSED
BUILDING
FULL
BUILD
FULL
BUILD
4" ROOF DRAIN
(SEE MECHANICAL DRAWINGS
FOR CONTINUATION)
INV. 4905.25
N: 106995.96
E: 213651.20
8" ROOF DRAIN
(SEE MECHANICAL DRAWINGS
FOR CONTINUATION)
INV. 4904.25
N: 106964.27
E: 213652.00
31.69 LF 4" PVC @ 2.62%
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 4
STORM
DRAIN 4-1
STORM
DRAIN 4-2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
��������� 11, 2013
�����
������� ��. & ���� ���� ��.
������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN 4, 4-1 & 4-2
�411
STORM DRAIN LINE 4-2 STORM DRAIN LINE 4-1 STORM DRAIN LINE 4
92.60 LF 15" RCP @ 0.50%
STORM LINE 3
SEE SHEET C408
8" W
8" W 8" W
8" W 8" W 8" W 8" W
8" SS 8" SS 8" SS 8" SS
G
G
8" SS
E/CTV
E/CTV
FES 5-1
STA 10+89.70
N: 106499.86
E: 213653.64
FES 5
STA 10+00.00
N: 106500.90
E: 213743.33
89.70 LF
24" RCP
@ 0.84%
STORM LINE 4
SEE SHEET C411
STORM LINE 2
SEE SHEET C407
16" STEEL CASING
10' EACH SIDE
OF STORM LINE
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
STORM
DRAIN 3-6
STORM DRAIN LINE 5 STORM DRAIN LINE 3-8
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 5
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN 3-8 & 5
�410
18" RCP
@ 0.60%
STORM INLET 3-3.3
STA 13+19.14
N: 107282.95
E: 213768.82
STORM INLET 3-3.1
STA 10+45.16
N: 107472.50
E: 213683.23
CONNECTION 3-3.4
8" ROOF DRAIN
SEE MECHANICAL DRAWINGS
FOR CONTINUATION
STA 13+33.82
N: 107268.27
E: 213768.82
14.68 LF
8" PVC
@ 1.00%
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
STORM DRAIN LINE 3-3.2A STORM DRAIN LINE 3-3
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 3-3
STORM
DRAIN 3-3.2A
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
��������� 11, 2013
�����
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN LINE 3-3, 3-3.2A
�409
STA 16+58.56
N: 107190.77
E: 213427.78
96.02 LF 30" RCP @ 0.50% 182.00 LF 30" RCP @ 0.61%
16.62 LF
12" RCP
@ 1.00%
85.49 LF 24" RCP @ 0.80%
STORM LINE 3-8
SEE SHEET C410
STORM INLET 3-7
STA 15+62.53
N: 107286.79
E: 213427.78
FUTURE CONNECTION 3-11
PLUG AND STAKE
FOR FUTURE USE
STA 18+11.63
N: 107037.70
E: 213427.78
50.97 LF 12" RCP @ 1.00% 8.48 LF 30" RCP @ 0.50%
STORM INLET 3-6
STA 15+54.06
N: 107295.27
E: 213427.77
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 3
STORM
DRAIN 3
LINE
MATCH STA
15+00
LINE
MATCH
STA
15+00
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
��������� 11, 2013
�����
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN LINE 3
�408
4920
11+00 10+00
12" MIN
12" W 12" W 12" W 12" W
12" SS 12" SS 12" SS 12" SS
E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV
G G G G
STORM LINE 1
SEE SHEET C404
STORM LINE 6
SEE SHEET C412
WATERMAIN LINE A
SEE SHEET C307
SANITARY LINE A
SEE SHEET C303
STMH 1-5
STA 10+00
N: 106919.18
E: 214138.39
38.50 LF
18" RCP
@ 1.00%
STORM INLET 1-5A
STA 10+38.50
N: 106918.14
E: 214099.91
17.50 LF
18" RCP
@ 1.00%
STORM INLET 1-5B
STA 10+17.50
N: 106919.65
E: 214155.89
CINQUEFOIL LANE
12" W 12" W 12" W 12" W
12" SS
8" SS 8" SS 8" SS
E E E E
G G G G
W
IR
IR
STORM INLET 1-3B
STA 10+67.32
N: 107341.54
E: 214063.45
67.32 LF
15" RCP
@ 1.00%
STORM LINE 1
SEE SHEET C404
WATERMAIN LINE A
SEE SHEET C307
SANITARY LINE A
SEE SHEET C303
STORM LINE 1-3A
SEE SHEET C405
CINQUEFOIL LANE
STMH 1-3
STA 10+00.00
N: 107321.04
E: 214127.56
CINQUEFOIL LANE
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
11+50 11+00 10+00 9+50
18" MIN
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN LINE 2
STORM
DRAIN 2
STORM DRAIN LINE 1-5A & 1-5B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 1-5A & 1-5B
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
��������� 11, 2013
�����
������� ��. & ���� ���� ��.
������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN 1-3, 1-5 & 2
�407
STORM DRAIN LINE 1-3B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 1-3
N: 107231.52
E: 214129.98
STORM INLET 1-4A
STA 10+38.50
N: 107230.49
E: 214091.49
STORM INLET 1-4B
STA 10+17.02
N: 107231.98
E: 214146.99
38.50 LF
18" RCP
@ 1.00%
WATERMAIN A
SEE SHEET C307
SANITARY SEWER A
SEE SHEET C303
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
11+50 11+00 10+00 9+50
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
13+00 12+00 11+00 10+00 9+50
4885
4890
4895
4900
4905
4910
4915
4920
10+00 11+00
4885
4890
4895
4900
4905
4910
4915
4920
11+00 10+00
12" W
12" W 12" W
E
E
E E
E
E
G
G
G
G
G G
G
G
G
�
�
TELE
�
�
ELEC VAULT ELEC VAULT ELEC VAULT �
�
H2O �2�
�.�.
���
���
�
STMH 1-3A
STA 10+00
N: 107531.59
E: 214120.79
STMH 1-3A.2
STA 11+42.36
N: 107673.87
E: 214116.21
142.36 LF 15" RCP @ 0.50%
36.66 LF
15" RCP
@ 0.60%
STORM INLET 1-3A.2A
STA 11+79.01
N: 107672.89
E: 214079.56
STORM DRAIN 1-3A
SEE SHEET C404
STORM DRAIN 1-3A.2B
SEE THIS SHEET
CINQUEFOIL LANE
HARMONY ROAD
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
11+00 10+00 9+50
E
E
E
E
G
G
G
G
G
G
G
�
TELE
�
�
�
VAULT
ELEC
ELECVAULT VAULT ELEC
�
�2�
H2O
���
���
�
STORM INLET 1-3A.2B
STA 10+29.33
N: 107700.34
E: 214128.85
29.33 LF
15" RCP
@ 0.50%
STMH 1-3A.2
STA 10+00
N: 107673.87
E: 214116.21
STORM DRAIN 1-3A
SEE THIS SHEET
HARMONY ROAD
CINQUEFOIL LANE
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
STORM DRAIN LINE 1-6
STORM
DRAIN 1-6
STORM
DRAIN 1-4A & 1-4B
STORM DRAIN LINE 1-4A & 1-4B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
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PLAN AND PROFILE
STORM DRAIN 1-3A.2, 1-4, 1-6
�406
STORM DRAIN LINE 1-3A.2B STORM DRAIN LINE 1-3A.2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 1-3A.2
STORM
DRAIN 1-3A.2B
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
14+00 13+00 12+00 11+00 10+00 9+50
�
�.�.
���
���
�
12" W
12" W
12" W
12" W
12" W 12" W
12" SS
8" SS 8" SS
E E
E
E E
E
E E
G
G
G
G
G
G
G
G
G
W
RI
IR
STORM INLET 1-3A.1
STA 12+80.10
N: 107527.27
E: 214051.48
STMH 1-3A
STA 12+10.66
N: 107531.59
E: 214120.79
69.44 LF 15" RCP @ 1.00%
210.66 LF 24" RCP @ 1.52%
STORM LINE 1-3A.2
SEE SHEET C406 STMH 1-3
STA 14+31.97
N: 107321.04
E: 214127.56
CINQUEFOIL LANE
46.16 LF 12" RCP @ 1.32%
OUTLET STRUCTURE 1-3A.2
STA 13+26.26
N: 107565.75
E: 214025.98
PROPOSED
�
�.�.
���
12" W
12" W 12" W
E E E E
G G G G
G
W
CINQUEFOIL LANE
STORM INLET 1-3A.1
STA 12+80.10
N: 107527.27
E: 214051.48
30.01 LF 12" RCP @ 1.00%
STORM INLET 1-3A.1A
STA 10+30.01
N: 107497.27
E: 214052.29
STORM LINE 1-3A.2
SEE SHEET C406
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
11+00 10+00 9+50
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
STORM DRAIN LINE 1
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 1
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN 1, 1-3A & 1-3A.1
�405
STORM DRAIN LINE 1-3A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 1-3A
STORM DRAIN LINE 1-3A.1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SEE SHEET
MATCHLINE STA 21+00
C404
MATCH LINE STA 21+00 SEE SHEET C404
G
G
G
G
G G
G
TF
T
W
TF
RI
IR
G
CINQUEFOIL LANE
STMH 1-5
STA 18+33.97
N: 106919.18
E: 214138.39
STMH 1-4
STA 15+21.51
N: 107231.52
E: 214129.98
STORM LINE 1-4B
SEE SHEET C406
STORM LINE 1-4A
SEE SHEET C406
382.84 LF 36" RCP @ 0.50% 312.46 LF 36" RCP @ 0.50% 89.55 LF 36" RCP @ 0.50%
STORM LINE 1-5B
SEE SHEET C407
SANITARY LINE A
SEE SHEET C303
WATERMAIN LINE A
SEE SHEET C307
STORM LINE 1-3B
SEE SHEET C407
378.75 LF 42" RCP @ 0.40%
STORM LINE 1-5A
SEE SHEET C407
STMH 1-3
STA 14+31.97
N: 107321.04
E: 214127.56
PROPOSED
DRAINAGE
EASEMENT
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.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.
2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE
INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III UNLESS OTHERWISE NOTED. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF
THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS
OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL CONFIRM THAT
MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES,
ETC.).
7.REFER TO INLET SCHEDULE ON SHEET 708 FOR STORM SEWER INLET TYPES.
8.THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING SHALL BE
COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
9.REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
W
G
T
E/T/C
EXISTING STORM SEWER
ST
PROPOSED ELEC/TELE/CABLE
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPOSED ELECTRIC E
W
PROPOSED RESIDETIAL SERVICE
PROPOSED AREA DRAIN INLET
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM
DRAIN 1
D���
D���
D���
D���
D���
D���
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
C��� E�������
W���� & W��������� U������
S��������� U������
P���� & R���������
T������ E�������
E������������ P������
C��� �� F��� C������, C�������
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
��������� 11, 2013
�����
������� ��. & ���� ���� ��.
������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
STORM DRAIN LINE 1
�404
STORM DRAIN LINE 1
SEE SHEET
MATCHLINE STA 21+00
C405
SEE THIS SHEET
MATCHLINE STA
12+00
SEE THIS SHEET
MATCHLINE STA 12+00
MATCH LINE STA 21+00 SEE SHEET C405
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C401
C402
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS.
4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME
ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
{6.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR
TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT
INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR SAID PHASE, AND ANY UTILITY
CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
9.REFER TO INLET SCHEDULE ON SHEET 705 FOR STORM SEWER INLET TYPES.}
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
HP - HIGH POINT
LP - LOW POINT
TW - TOP OF WALL
BW - BOTTOM OF WALL
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
GRATE - GRATE ELEVATION
EXISTING STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING TREES
EXISTING STORM SEWER
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PLD SECTION
PROPOSED SAWCUT LINE
PROPOSED PROPERTY LINE
���� �������, ��������
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��������� 11, 2013
�����
������� ��. & ���� ���� ��.
������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
GRADING PLAN
�403
C403
SECTION A-A
NOT TO SCALE
FES 1-7
FES 5
FES 2
FES 5-1
STMH 4-1
STORM INLET 4-1.1
TEMPORARY FES 4-3 STMH 4-2
STMH 4-2.1
STORM INLET 4-2.2
STORM INLET 3-10
STORM INLET 1-5B
STORM INLET 1-5A
STORM INLET 6-1
FES 6
STMH 6-2
STORM INLET 6-3
STORM INLET 6-4
FES 4
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
OFFSITE
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS.
4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME
ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
{6.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR
TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT
INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR SAID PHASE, AND ANY UTILITY
CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
9.REFER TO INLET SCHEDULE ON SHEET 705 FOR STORM SEWER INLET TYPES.}
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
HP - HIGH POINT
LP - LOW POINT
TW - TOP OF WALL
BW - BOTTOM OF WALL
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
GRATE - GRATE ELEVATION
EXISTING STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING TREES
EXISTING STORM SEWER
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PLD SECTION
PROPOSED SAWCUT LINE
PROPOSED PROPERTY LINE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
MATCHLINE-SEE SHEET C401
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C401
C402
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REVIEW SET
��60
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GRADING PLAN
�402
MATCHLINE-SEE SHEET C402A
C403
BUILDING
FFE=4910.25
O FARM
PROPOSED 82'
RIGHT-OF-WAY
EXISTING 60'
RIGHT-OF-WAY
STMH 3-3
STMH 3-4
STMH 3-8
FES 3-1
STMH 1-3A
STMH 1-3A.2
STMH 1-3
STMH 1-4
STORM INLET 3-8.3
STORM INLET 3-3.3
STMH 3-3.2
STORM INLET 3-6
STORM INLET 3-7
STORM INLET 3-9
STORM INLET 3-10
STORM INLET 3-8.1
STORM INLET 3-8.2
STORM INLET 3-3.1
STORM INLET 3-3.2A
STORM INLET 1-3A.1A
STORM INLET 1-3A.1
OUTLET STRUCTURE 1-3A.2
STORM INLET 1-3A.2A
STORM INLET 1-3A.2B
STORM INLET 1-4B
STORM INLET 1-4A
STORM INLET 3-2
STORM INLET 1-3B
STORM INLET 3-5
FULL
BUILD
MATCHLINE-SEE SHEET C402
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS.
4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME
ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
{6.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR
TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT
INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR SAID PHASE, AND ANY UTILITY
CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
9.REFER TO INLET SCHEDULE ON SHEET 705 FOR STORM SEWER INLET TYPES.}
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
HP - HIGH POINT
LP - LOW POINT
TW - TOP OF WALL
BW - BOTTOM OF WALL
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
GRATE - GRATE ELEVATION
EXISTING STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING TREES
EXISTING STORM SEWER
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PLD SECTION
PROPOSED SAWCUT LINE
PROPOSED PROPERTY LINE
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C401
C402
MATCHLINE-SEE SHEET C504
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REVIEW SET
��60
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GRADING PLAN
�401
C403
�
�
�
�.�.
�.�.
�
�
�
�.�.
���
���
PRIVATE DR.
RD
RD
TF
TF
RD
TF
RD
RD
RD
RD
PROPOSED
STORM LINES
PROPOSED
STORM LINE
PROPOSED STORM LINE
HARMONY ROAD
LADY MOON DR.
CINQUEFOIL LANE
LE FEVER DR.
TIMBERWOOD
DR.
CINQUEFOIL LANE
PROPOSED OFFSITE
STORM LINE
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED
STORM LINE
PROPOSED OFFSITE
STORM LINE
PROPOSED
STORM LINE
PROPOSED
BUILDING
FFE=4910.25
REGIONAL DETENTION/
WATER QUALITY POND
NORTH DETENTION /
WATER QUALITY POND
FOSSIL CREEK RESERVOIR INLET DITCH
SOUTH DETENTION /
WATER QUALITY POND
PROPERTY LINE
FFE=4910.25
DITCH ACCESS ROAD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2.SPOT ELEVATIONS SHOWN ARE FLOWLINE OR EDGE OF WALK UNLESS NOTED OTHERWISE.
3.ALL DISTURBED AREAS SHALL BE REVEGETATED PER THE APPROVED LANDSCAPE PLANS.
4.ALL SOIL (NOT MULCH) IN LANDSCAPE BEDS ADJACENT TO BUILDINGS SHALL BE PLACED SUCH THAT THE TOP OF SOIL IS AT THE SAME
ELEVATION AS ADJACENT SIDEWALK TO ALLOW FOR PROPER DRAINAGE.
5.THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
{6.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR
TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT
INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR SAID PHASE, AND ANY UTILITY
CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
9.REFER TO INLET SCHEDULE ON SHEET 705 FOR STORM SEWER INLET TYPES.}
PROPOSED STORM SEWER
PROPOSED STORM DRAINAGE INLET
77.71
(77.90)
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
PROPOSED GRADE 1.8%
EXISTING GRADE (1.8%)
PROPOSED CONTOURS
80
HP - HIGH POINT
LP - LOW POINT
TW - TOP OF WALL
BW - BOTTOM OF WALL
GRND - ELEVATION OF GROUND AT EXTERIOR WALL OR DOOR
79
GRATE - GRATE ELEVATION
EXISTING STORM SEWER
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
APPROXIMATE LIMITS OF CONSTRUCTION
EXISTING TREES
EXISTING STORM SEWER
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED PLD SECTION
PROPOSED SAWCUT LINE
PROPOSED PROPERTY LINE
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
GRADING PLAN
OVERALL
�400
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION. C401
C402
C403
SEE SHEET C404
CINQUEFOIL LANE
CINQUEFOIL LANE
SANITARY LINE A
SEE SHEET C303 STORM DRAIN 6
SEE SHEET C412
STORM DRAIN 1-3A
SEE SHEET C405
FULL
BUILD
PROPOSED
BUILDING
FULL
BUILD
4885
4890
4895
4900
4905
4910
4915
4920
4885
4890
4895
4900
4905
4910
4915
4920
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+60
4.5' MIN.
12" (MIN.)
12" (MIN.)
12" C900
12" (MIN.)
18" (MIN.)
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
NORTH
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C307
C306
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
WATERMAIN LINE A
�307
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
3.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
7.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE.
{
}
PROPOSED ELECTRIC TRANSFORMER
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
WATERMAIN LINE A
SEE SHEET
MATCHLINE STA
C306
21+50
MATCH LINE STA 21+50 SEE SHEET C306
FO
FO
FO
IR
IR
RD
RD
RD
STORM DRAIN LINE 3
SEE SHEET C408
STORM DRAIN LINE 3-8
SEE SHEET C410
LADY MOON DRIVE
FULL
BUILD
PROPOSED
BUILDING
12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W
S
8" SS
RD S
8" SS
STORM DRAIN LINE 3-3
SEE SHEET C409
STORM DRAIN 3
SEE SHEET C408
FULL
BUILD
PROPOSED
BUILDING
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
NORTH
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
C307
C306
LINE
MATCH STA
16+00
LINE
MATCH STA
16+00
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������ ������ ������� ������
��������� 11, 2013
�����
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
WATERMAIN LINE A
�306
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL
UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
3.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
7.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE.
{
}
PROPOSED ELECTRIC TRANSFORMER
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
WATERMAIN LINE A
NORTH
SEE SHEET
MATCHLINE STA
C307
21+50
MATCH LINE STA 21+50 SEE SHEET C307
RD
CTV/FO CTV/FO CTV/FO CTV/FO CTV/FO CTV/FO
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
S
RD
RD
RD
RD
S
E/CTV
STUB AND STAKE A1-8
(FOR FUTURE USE)
STA 20+23.82
N: 106903.11
E: 213422.21
MH A1-5
STA 18+12.01
N: 106854.91
E: 213585.83
4''X8'' WYE A1-4
STA 17+43.58
N: 106786.49
E: 213585.82
4''X8'' WYE A1-6
STA 18+76.38
N: 106854.91
E: 213521.45
MH A1-2
STA 12+48.81
N: 106595.91
E: 213890.00
MH A1-7
STA 19+75.62
N: 106854.91
E: 213422.21
MH A1-3
STA 15+53.01
N: 106595.91
E: 213585.80
MH A1-1
STA 10+75.19
N: 106642.98
E: 214057.11
MH A1
MH A2
EX STUB
75.19 LF
8" PVC
@ 0.60%
173.62 LF 8" PVC @ 0.60%
304.20 LF 8" PVC @ 0.60%
190.58 LF 8" PVC @ 1.56%
68.42 LF
8" PVC
@ 1.56%
64.37 LF
8" PVC
@ 1.56%
99.24 LF
8" PVC
@ 1.56%
SANITARY LINE A
SEE SHEET C303
STORM DRAIN 8-1
SEE SHEET ST6
CINQUEFOIL LANE
STORM DRAIN 6
SEE SHEET C412
STORM DRAIN 1
SEE SHEET C405
STORM DRAIN 4
SEE SHEET C411
STORM DRAIN 5
SEE SHEET C410
WATERMAIN A
SEE SHEET C307
48.20 LF
4" PVC
@ 2.14%
STUB AND STAKE A1-4.1
(FOR FUTURE USE)
INV. = 4898.06
N: 106786.49
E: 213633.12
47.30 LF 4" PVC @ 10.00%
49.22 LF
4" PVC
@ 9.65%
4'' CONNECTION 1-6.1
(SEE APPROVED MECHANICAL
PLANS FOR CONTINUATION)
INV. = 4905.25
N: 106904.13
E: 213521.45
17.87 LF 4" PVC @ 2.00%
PROPOSED
BUILDING FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
4'' GREASE TRAP CONNECTION
(SEE APPROVED MECHANICAL
PLANS FOR CONTINUATION AND
GREASE INTERCEPTOR DETAIL)
INV. = 4908.25
N: 106613.78
E: 213890.00
6'' CONNECTION 1-5.1
(SEE APPROVED MECHANICAL
PLANS FOR CONTINUATION)
INV. = 4902.75
N: 106882.05
E: 213667.02
6" - 45� BEND
CLEANOUT
106.26 LF 6"
PVC @ 3.22%
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
NORTH
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY
COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
3.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
{
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT
LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.ALL SANITARY MANHOLES TO BE 4' DIAMETER UNLESS OTHERWISE NOTED.
}6.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.{
}
PROPOSED ELECTRIC TRANSFORMER
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
SAN. A
SAN. A1
SAN. A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
SANITARY SEWER LINE A1
�305
SANITARY SEWER LINE A1
STA 22+42.96
N: 107267.44
E: 213796.67
FULL
BUILD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
NORTH
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY
COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
3.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
{
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT
LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.ALL SANITARY MANHOLES TO BE 4' DIAMETER UNLESS OTHERWISE NOTED.
}6.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.{
}
PROPOSED ELECTRIC TRANSFORMER
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
SAN. A
SAN. A1
SAN. A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
SANITARY SEWER LINE A
�304
SANITARY SEWER LINE A
MATCH LINE
SEE SHEET
STA 21+00
C303
SEE SHEET
MATCHLINE STA
C303
21+00
E
CTV
CTV
CTV CTV
CTV
CTV
G
G G
G
G G
G
G G
G
G
G
G
G G
G
G
G
G
G
G
G
G
TF
T
W
W
TF
RI
IR
G
E/CTV
E/CTV
E/CTV
E/CTV E/CTV
�
���� ��
�
MH A1-1
EX MH
STA 10+00.00
N: 106442.35
E: 214138.58
MH A1
STA 12+02.76
N: 106645.01
E: 214132.28
MH A4
STA 16+36.05
N: 107078.14
E: 214120.60
MH A2
STA 13+44.29
N: 106786.49
E: 214128.46
MH A6
STA 19+48.15
N: 107358.70
E: 214069.35
DROP MH A5
STA 19+01.50
N: 107343.49
E: 214113.45
STUB AND STAKE A2-1
(FOR FUTURE USE)
INV. = 4897.75
N: 106786.49
E: 214067.64
REMOVE EXISTING 8" STUB
BACK TO MANHOLE
STA 10+44.28
N: 106486.63
E: 214137.69
251.65 LF 12" PVC @ 0.24% 141.53 LF 12" PVC @ 0.24%
46.65 LF
8" PVC
@ 1.52%
165.40 LF
8" PVC
@ 2.00%
202.76 LF 12" PVC @ 0.24%
265.45 LF 12" PVC @ 0.25%
75.19 LF 8" PVC @ 0.60%
173.62 LF 8" PVC @ 0.60%
60.82 LF
4" PVC
@ 9.82%
SANITARY LINE A1
SEE SHEET C304
STORM DRAIN 1
SEE SHEET C404
CINQUEFOIL LANE
CINQUEFOIL LANE
PROPOSED
BUILDING
WATERMAIN LINE A
SEE SHEET C307
STORM DRAIN 6
SEE SHEET C412
STORM DRAIN 1-5A-B
SEE SHEET C407
40.00 LF
8" PVC
@ 0.60%
40.00 LF
8" PVC
@ 0.60%
MH A1-1B
(FOR FUTURE USE)
N: 106645.81
E: 214172.27
INV. = 4891.39
4'' CONNECTION
(SEE APPROVED MECHANICAL
PLANS FOR CONTINUATION)
INV. = 4897.75
N: 107038.05
E: 214067.95
53.73 LF
4" PVC
@ 9.96%
MH A4-1
(FOR FUTURE USE)
INV. =4892.94
N: 107079.22
E: 214160.59
27.93 LF
8" PVC
@ 0.60%
MH A5-1
(FOR FUTURE USE)
INV. = 4893.54
N: 107343.24
E: 214141.39
4''X12'' WYE A3
STA 15+95.94
N: 107038.05
E: 214121.69
FULL
BUILD
FULL
BUILD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
NORTH
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
LEGEND:
NOTES:
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND
SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY
COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED
ARCHITECTURAL DRAWINGS.
3.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
{
4.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT
LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
5.ALL SANITARY MANHOLES TO BE 4' DIAMETER UNLESS OTHERWISE NOTED.
}6.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.{
}
PROPOSED ELECTRIC TRANSFORMER
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
SAN. A
SAN. A1
SAN. A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
PLAN AND PROFILE
SANITARY SEWER LINE A
�303
SANITARY SEWER LINE A
SEE SHEET
MATCHLINE STA 21+00
C304
SEE SHEET
MATCHLINE STA
21+00
C405
MATCH LINE STA 21+00 SEE SHEET C304
8" SS 8" SS
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
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS 12" SS 12" SS
12" W 12" W 12" W 12" W 12" W
S
S
S
RD
W
TF
E E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E/FO/CTV E E
G G G G G G G G G G G G G G G G G
T
FO FO FO FO
CTV
CTV
CTV
G G G G G G G G G G G G
G G G G
G
G
G
G
G
G G
G
G
G
G
G
G G
E
TF
RD
T
CTV/FO CTV/FO CTV/FO CTV/FO CTV/FO CTV/FO
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
S
TF
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
RD
RD
RD
RD
S
E/CTV E/CTV E/CTV E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV E/CTV E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV E/CTV
PROPOSED
BUILDING
EXISTING 93'
RIGHT-OF-WAY
PROPOSED
BUILDING
LADY MOON DR.
CINQUEFOIL LANE
TIMBERWOOD DR.
LE FEVER DR.
PRIVATE DR.
STORM DRAIN 2
SEE SHEET C407
STORM DRAIN 5
SEE SHEET C410
STORM DRAIN 4
SEE SHEET C411
STORM DRAIN 4-2
SEE SHEET C411
STORM DRAIN 4-1
SEE SHEET C411
STORM DRAIN 6
SEE SHEET C412
STORM DRAIN 6
SEE SHEET C412
STORM DRAIN 1-6
SEE SHEET C406
PROPOSED OFFSITE
STORM DRAIN 1
SEE SHEET C405
STORM DRAIN 1-5B
SEE SHEET C407
STORM DRAIN 1-5A
SEE SHEET C407
PROPOSED 76'
RIGHT-OF-WAY
PROPOSED 82'
RIGHT-OF-WAY
30'
EMERGENCY
ACCESS
EASEMENT
30'
EMERGENCY
ACCESS
EASEMENT
30'
EMERGENCY
ACCESS
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
∆
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SWALE
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
SAWCUT LINE
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE
THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
4.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE.
11.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE
APPROPRIATE UTILITY COMPANY.
12.PHONE, INTERNET AND DATA SERVICE TO BE PROVIDED BY CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL
BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT INSTALLED BY CENTURYLINK AT THE
PROPERTY LINE TO THE BUILDING FOR EACH FIBER AND PHONE SERVICE, (3) TOTAL CONDUITS.
}{
13.TELEVISION SERVICE TO BE PROVIDED BY XFINITY. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE
FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON THIS
PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE VAULT AT THE BUILDING FOR XFINITY SERVICE.
14.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE, DATA AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
15.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER.
THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
16.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMERS WITH APPROVED ARCHITECTURAL PLANS.
17.XCEL SHALL INSTALL GAS MAIN AND SERVICE FROM CONNECTION POINT TO GAS METER AT THE BUILDING (INCLUDING UPGRADES) AT DEVELOPERS EXPENSE.
18.COORDINATE WITH FORT COLLINS WATER UTILITIES (970) 416-2165 ON THE ABANDONMENT OF THE 12" WATERMAIN STUB LOCATED IN LADY MOON DRIVE
}19.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR
AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR
SAID PHASE, AND ANY UTILITY CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
20.SEE APPROVED IRRIGATION PLANS BY HINES FOR CONTINUATION.
21.CONTRACTOR SHALL PROVIDE 2-4" CONDUIT CROSSINGS FOR CENTURYLINK, 2-4" CONDUIT CROSSINGS FOR COMCAST.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
MATCHLINE-SEE SHEET C301
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C301
C302
UTILITY PLAN
�302
TECHNOLOGY
PARK, SECOND
FILING
����
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�
��
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���
�
ELEC VAULT ELEC VAULT ELEC VAULT �
�
H2O �2�
�.�.
���
���
�
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" SS 12" SS 12" SS 12" SS 12" SS
12" W 12" W 12" W 12" W 12" W
S
F
8" SS 8" SS 8" SS
RD
TF
E
E E E E E E E E E E E E E
G G G G
G G G
G
FO FO FO FO
FO FO FO FO FO
FO FO
FO
FO
FO
G G G G G G G G G G G G G G
G G G G G G G G G G G G G G G G
IR
IR
TF
S
T
8" SS
G
G
W
W
TF
IR
IR
G
PROPOSED
BUILDING
EXISTING 103'
RIGHT-OF-WAY
PROPOSED 68'
RIGHT-OF-WAY
PROPOSED
HELISTOP
HARMONY ROAD
CINQUEFOIL LANE
TIMBERWOOD DR.
LADY MOON DR.
EXISTING 20'
UTILITY
EASEMENT EXISTING 20'
UTILITY EASEMENT
PRIVATE DR.
STORM DRAIN 1-4A
& 1-4B
SEE SHEET C406
STORM DRAIN 1-3A
SEE SHEET C405
STORM DRAIN 3
SEE SHEET C408
STORM DRAIN 3-3.1
SEE SHEET C409
STORM DRAIN 3-3
SEE SHEET C409
STORM DRAIN 3-8
SEE SHEET C410
STORM DRAIN 1-3A.2
SEE SHEET C406
STORM DRAIN 1-3B
SEE SHEET C407
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
PROPERTY LINE
FULL
BUILD
PROPOSED
BUILDING
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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MATCHLINE-SEE SHEET C302
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SWALE
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
SAWCUT LINE
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE
THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
4.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE.
11.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE
APPROPRIATE UTILITY COMPANY.
12.PHONE, INTERNET AND DATA SERVICE TO BE PROVIDED BY CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL
BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT INSTALLED BY CENTURYLINK AT THE
PROPERTY LINE TO THE BUILDING FOR EACH FIBER AND PHONE SERVICE, (3) TOTAL CONDUITS.
}{
13.TELEVISION SERVICE TO BE PROVIDED BY XFINITY. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE
FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON THIS
PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE VAULT AT THE BUILDING FOR XFINITY SERVICE.
14.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE, DATA AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
15.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER.
THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
16.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMERS WITH APPROVED ARCHITECTURAL PLANS.
17.XCEL SHALL INSTALL GAS MAIN AND SERVICE FROM CONNECTION POINT TO GAS METER AT THE BUILDING (INCLUDING UPGRADES) AT DEVELOPERS EXPENSE.
18.COORDINATE WITH FORT COLLINS WATER UTILITIES (970) 416-2165 ON THE ABANDONMENT OF THE 12" WATERMAIN STUB LOCATED IN LADY MOON DRIVE
}19.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR
AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR
SAID PHASE, AND ANY UTILITY CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
20.SEE APPROVED IRRIGATION PLANS BY HINES FOR CONTINUATION.
21.CONTRACTOR SHALL PROVIDE 2-4" CONDUIT CROSSINGS FOR CENTURYLINK, 2-4" CONDUIT CROSSINGS FOR COMCAST.
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C301
C302
UTILITY PLAN
�301
RD
RD
RD
RD
E/CTV E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
E/CTV
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LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
LOT TWO
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
OWNER:
ANDERSON, KATHRYN JOY
WINCHESTER, ELSIE A / SUSAN P
BILL RAY II / LUCAS, SHERI W
OWNER:
CHANDLER, J THOMAS
OWNER:
CHANDLER, J THOMAS
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HARMONY ROAD
LADY MOON DR.
CINQUEFOIL LANE
LE FEVER DR.
TIMBERWOOD
DR.
CINQUEFOIL LANE
PROPOSED 12"
WATER LINE
EXISTING
SANITARY LINE
EXISTING
WATER LINE
EXISTING
ELECTRICAL LINE
PROPOSED 4"
GAS LINE
EXISTING
WATER LINE
EXISTING
TELEPHONE LINE
EXISTING
FIBER OPTIC LINE
PROPOSED
STORM DRAIN
EXISTING 12"
SANITARY LINE
PROPOSED 8"
SANITARY LINE
PROPOSED 12"
WATER LINE
PROPOSED 8"
WATER LINE
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED 8"
SANITARY LINE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
BUILDING
PROPOSED
HELISTOP
PROPOSED OFFSITE
STORM DRAIN
EXISTING
GAS LINE
EXISTING
WATER LINE
EXISTING
FIBER OPTIC LINE
EXISTING 12"
SANITARY LINE
EXISTING 12"
WATER LINE
EXISTING 8"
WATER LINE
PROPOSED
SANITARY LINE
PROPOSED 12"
WATER LINE
PROPOSED 8"
WATER LINE
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
FOSSIL CREEK RESERVOIR INLET DITCH
NORTH DETENTION/
WATER QUALITY POND
SOUTH DETENTION/
WATER QUALITY POND
REGIONAL DETENTION/
WATER QUALITY POND
EXISTING
FLARED END SECTION
PROPERTY LINE
PROPOSED
4" GAS
SEE MECH
PLANS FOR
CONTINUATION
PRIVATE DR.
PROPOSED
STORM DRAIN
PROPOSED 12"
WATER LINE
SEE MECH
PLANS FOR
CONTINUATION
SEE MECH
PLANS FOR
CONTINUATION
PROPOSED
STORM DRAIN
PROPOSED OFFSITE
STORM DRAIN
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
EXISTING
STORM DRAIN
HABITAT
BUFFER
ZONE
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
LEGEND:
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TREES
EXISTING SANITARY SEWER SS
EXISTING WATER W
X
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
�
�
�
EXISTING TELEPHONE T
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED UNDERGROUND ELECTRIC E
PROPOSED FIBER OPTIC FO
PROPOSED GAS LINE G
PROPOSED EASEMENT
PROPOSED SITE LIGHTING
PROPOSED SWALE
PROPOSED SANITARY SEWER SS
PROPOSED DOMESTIC SERVICE
PROPOSED WATER MAIN 8" W
PROPOSED WATER APPURTENANCES
SAWCUT LINE
EXISTING FIBER OPTICS FO
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPERTY LINE
EXISTING ELECTRIC VAULT T
NOTES:
{1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE
THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE. EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE
PROPOSED BUILDING SHALL BE COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
3.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
4.WATER SERVICE PROVIDED BY THE CITY OF FORT COLLINS. WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5.SEWER SERVICE PROVIDED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. SEWER CONSTRUCTION SHALL BE PER THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
6.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
8.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
9.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10.WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC. THE 6-INCH WATER SERVICE SHALL BE DUCTILE IRON PIPE.
11.THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE
APPROPRIATE UTILITY COMPANY.
12.PHONE, INTERNET AND DATA SERVICE TO BE PROVIDED BY CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL
BE RESPONSIBLE FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT FROM THE AT-GRADE VAULT INSTALLED BY CENTURYLINK AT THE
PROPERTY LINE TO THE BUILDING FOR EACH FIBER AND PHONE SERVICE, (3) TOTAL CONDUITS.
}{
13.TELEVISION SERVICE TO BE PROVIDED BY XFINITY. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN THE CONDUIT. THE DEVELOPER SHALL BE RESPONSIBLE
FOR INSTALLING ONE (1) 4-INCH SCHEDULE 40 CONDUIT FROM THE CONNECTION POINT TO AN AT GRADE VAULT LOCATED AT THE BUILDING AS SHOWN ON THIS
PLAN. THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING THE AT-GRADE VAULT AT THE BUILDING FOR XFINITY SERVICE.
14.ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE, DATA AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
15.ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER.
THE COST OF THE PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING SHALL BE THE
RESPONSIBILITY OF THE DEVELOPER.
16.ELECTRIC TRANSFORMER PAD SIZES ARE APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMERS WITH APPROVED ARCHITECTURAL PLANS.
17.XCEL SHALL INSTALL GAS MAIN AND SERVICE FROM CONNECTION POINT TO GAS METER AT THE BUILDING (INCLUDING UPGRADES) AT DEVELOPERS EXPENSE.
18.COORDINATE WITH FORT COLLINS WATER UTILITIES (970) 416-2165 ON THE ABANDONMENT OF THE 12" WATERMAIN STUB LOCATED IN LADY MOON DRIVE
}19.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR
AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR
SAID PHASE, AND ANY UTILITY CONNECTIONS OR INFRASTRUCTURE NEEDED FOR SAID PHASE).
20.SEE APPROVED IRRIGATION PLANS BY HINES FOR CONTINUATION.
21.CONTRACTOR SHALL PROVIDE 2-4" CONDUIT CROSSINGS FOR CENTURYLINK, 2-4" CONDUIT CROSSINGS FOR COMCAST.
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C301
C302
UTILITY PLAN
OVERALL
�300
24'
9' TYP.
PROPOSED 30'
UTILITY, EMERGENCY ACCESS
& DRAINAGE EASEMENT
PROPOSED
BUILDING
7.5' 12.5'
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
FULL
BUILD
9.5'
PROPOSED
BUILDING
FUTURE
PRIVATE DR.
FUTURE
PRIVATE DR.
20'
26'
20'
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��������� 11, 2013
�����
������� ��. & ���� ���� ��.
������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
MATCHLINE-SEE SHEET C200
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C200
C201
C504
PAVEMENT PLAN
HORIZONTAL CONTROL &
�201
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
EXISTING TREES
EXISTING FENCE X
EXISTING FIRE HYDRANT
�
�
�
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED STORM INLET
PROPOSED WATER APPURTENANCES
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ON-SITE HEAVY DUTY PAVEMENT SECTION
PROPOSED TOP OF POND
PROPOSED PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED CURB & GUTTER
T
PROPOSED 1.5' OUTFALL
CURB & GUTTER SECTION
PROPOSED 1.5' CURB & GUTTER
TRANSITION
SAWCUT LINE
COMPACTED ROAD BASE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 12)
PROPOSED DECORATIVE CONCRETE
(SEE NOTE 11)
CRUSHER FINES
(SEE NOTE 11)
STRIPING LEGEND:
{PAVEMENT STRIPING}
18" X 9' WHITE CROSSING LINE
PREFORMED PLASTIC PAVEMENT MARKING
HANDICAP STRIPING AND SIGNAGE PER DETAILS
A
B
NOTES:
{1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, SEAT WALLS, LANDSCAPE WALLS, TRASH RECEPTACLES,
LANDSCAPE ROCK AND MULCH, ETC.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
7.ALL PROPOSED MONUMENT SIGN LOCATIONS ARE SHOWN FOR REFERENCE ONLY AND WILL BE PERMITTED THROUGH SEPARATE SIGN PERMIT.
8.THE TEMPORARY ACCESS ROAD FOR PFA SHALL BE CONSTRUCTED OF COMPACTED ROAD BASE THAT CAN SUPPORT 40 TONS.
}{
}9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR
AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR SAID PHASE, AND ANY UTILITY CONNECTIONS OR
INFRASTRUCTURE NEEDED FOR SAID PHASE).
11.FOR COLORED CONCRETE, AND CRUSHER FINE INFORMATION SEE APPROVED SITE PLAN SHEETS L1. BY BHA.
12.ALL PROPOSED STREET SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL
INFORMATION.
13.CONTRACTOR SHALL PROVIDE STEEL POST ACCESS GATES WITH KNOX PADLOCK FOR POUDRE FIRE AUTHORITY (PFA) EMERGENCY ACCESS. PRIOR TO ORDERING THE STEEL POST ACCESS GATES THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS TO PFA AND NORTHERN ENGINEERING FOR REVIEW/APPROVAL.
14.ALL PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT PROPERTY SHALL CONSIST OF ASPHALT PAVEMENT UNLESS OTHERWISE SPECIFIED. ALL PAVING AREAS NOT DESIGNATED AS "HEAVY DUTY PAVEMENT
SECTION" SHALL CONSIST OF LIGHT DUTY PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
UTILITY EASEMENT
10.81'
244.45'
24'
20'
20'
9' 24'
24'
17'
38'
24'
17' 38'
8'
17'
24'
24' 17' 38' 24' 38'
24'
23.4'
108.65'
10' 32'
84'
20' 32' 10' 20'
30'
20'
30'
30'
30'
PROPOSED 9'
UTILITY EASEMENT
PROPOSED 30'
UTILITY, EMERGENCY
ACCESS
& DRAINAGE EASEMENT
PROPOSED 30'
UTILITY, EMERGENCY ACCESS
& DRAINAGE EASEMENT
30'
17.03'
12'
44'
12'
36'
17'
8'
52'
36.5'
80'
43.1'
17'
17'
9'
PRIVATE DR.
PROPOSED 9'
UTILITY EASEMENT
PROPERTY
LINE
12'
EXISTING 60'
RIGHT-OF-WAY
EXISTING 20'
UTILITY EASEMENT
EXISTING 20'
UTILITY
EASEMENT
12'
PROPOSED 68'
RIGHT-OF-WAY
EXISTING 60'
EXISTING 20' RIGHT-OF-WAY
UTILITY EASEMENT
EXISTING 20'
UTILITY EASEMENT
EXISTING 20'
UTILITY
EASEMENT
129.74'
21'
7.5'
4.5'
7.5'
7.5'
11'
14'
30'
PROPOSED
BUILDING
PROPOSED
9.5'
FULL
BUILD
FUTURE
PRIVATE DR.
FUTURE
PRIVATE DR.
8'
6'
8.33'
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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MATCHLINE-SEE SHEET C201
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C200
C201
C504
MATCHLINE-SEE SHEET C504
PAVEMENT PLAN
HORIZONTAL CONTROL &
�200
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
EXISTING TREES
EXISTING FENCE X
EXISTING FIRE HYDRANT
�
�
�
APPROXIMATE LIMITS OF CONSTRUCTION
PROPOSED STORM INLET
PROPOSED WATER APPURTENANCES
EXISTING RIGHT-OF-WAY
PROPOSED CONCRETE
PROPOSED ON-SITE HEAVY DUTY PAVEMENT SECTION
PROPOSED TOP OF POND
PROPOSED PROPERTY BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED RIGHT-OF-WAY
PROPOSED CURB & GUTTER
T
PROPOSED 1.5' OUTFALL
CURB & GUTTER SECTION
PROPOSED 1.5' CURB & GUTTER
TRANSITION
SAWCUT LINE
COMPACTED ROAD BASE
PROPOSED R.O.W. PAVEMENT SECTION (SEE NOTE 12)
PROPOSED DECORATIVE CONCRETE
(SEE NOTE 11)
CRUSHER FINES
(SEE NOTE 11)
STRIPING LEGEND:
{PAVEMENT STRIPING}
18" X 9' WHITE CROSSING LINE
PREFORMED PLASTIC PAVEMENT MARKING
HANDICAP STRIPING AND SIGNAGE PER DETAILS
A
B
NOTES:
{1.FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY.
2.REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL SITE LIGHTING AS SHOWN ON THIS DRAWING.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS BIKE RACKS, BENCHES, SEAT WALLS, LANDSCAPE WALLS, TRASH RECEPTACLES,
LANDSCAPE ROCK AND MULCH, ETC.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED ARCHITECTURAL DRAWINGS FOR ALL STAIR AND HANDRAIL DETAILS AND SPECIFICATIONS.
6.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
7.ALL PROPOSED MONUMENT SIGN LOCATIONS ARE SHOWN FOR REFERENCE ONLY AND WILL BE PERMITTED THROUGH SEPARATE SIGN PERMIT.
8.THE TEMPORARY ACCESS ROAD FOR PFA SHALL BE CONSTRUCTED OF COMPACTED ROAD BASE THAT CAN SUPPORT 40 TONS.
}{
}9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.THE WORK AND IMPROVEMENTS SHOWN ON THESE PLANS IS CONSIDERED PHASE 1 OF THE PROJECT ("PROPOSED BUILDING"). PRIOR TO ANY CONSTRUCTION OF ANY OTHER PHASE(S) ("FULL BUILD") A MINOR
AMENDMENT SHALL BE SUBMITTED FOR SAID PHASE(S) THAT INCLUDES UTILITY PLANS (FINAL GRADING PLANS FOR SAID PHASE, EROSION CONTROL PLANS FOR SAID PHASE, AND ANY UTILITY CONNECTIONS OR
INFRASTRUCTURE NEEDED FOR SAID PHASE).
11.FOR COLORED CONCRETE, AND CRUSHER FINE INFORMATION SEE APPROVED SITE PLAN SHEETS L1. BY BHA.
12.ALL PROPOSED STREET SECTIONS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE SUBMITTED TO AND APPROVED BY THE CITY OF FORT COLLINS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FOR ADDITIONAL
INFORMATION.
13.CONTRACTOR SHALL PROVIDE STEEL POST ACCESS GATES WITH KNOX PADLOCK FOR POUDRE FIRE AUTHORITY (PFA) EMERGENCY ACCESS. PRIOR TO ORDERING THE STEEL POST ACCESS GATES THE CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS TO PFA AND NORTHERN ENGINEERING FOR REVIEW/APPROVAL.
14.ALL PARKING AREAS AND DRIVE AISLES WITHIN THE PROJECT PROPERTY SHALL CONSIST OF ASPHALT PAVEMENT UNLESS OTHERWISE SPECIFIED. ALL PAVING AREAS NOT DESIGNATED AS "HEAVY DUTY PAVEMENT
SECTION" SHALL CONSIST OF LIGHT DUTY PAVEMENT. SEE THE GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
3.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS
WITH APPROVED LANDSCAPE DRAWINGS.
4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE ELECTRICAL PLANS.
5.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
6.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE
GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC
OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
8.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR SHALL REGRADE THE EXISTING IRRIGATION DITCH TO END WEST OF THE PROPOSED HARMONY ROAD WIDENING. PER THE LONE PROPERTY OWNER AND DOWNSTREAM DITCH USER, THIS
IRRIGATION LATERAL NO LONGER NEEDS TO EXTEND EAST OF LADY MOON DRIVE.
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
SAWCUT LINE
REMOVE EXISTING TREES
REMOVE EXISTING IRRIGATION
REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / /
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
REMOVE EXISTING ASPHALT PAVEMENT
X
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY BOUNDARY
EXISTING TELEPHONE T
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
& DEMOLITION PLAN
EXISTING CONDITIONS
�102
MATCHLINE-SEE SHEET C101
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C101
C100
C102
PARCEL VII
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/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / /
/ / / / / / / / /
/ / / / /
/ / / / /
/ /
/ / / /
/ / / / / /
/ / / / / / / / / / / / / / /
/
/ / / / / / / /
/ / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / /
LADY MOON DR.
CINQUEFOIL LANE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
TIMBERWOOD
DR.
EXISTING 60'
RIGHT-OF-WAY
EXISTING 93'
RIGHT-OF-WAY
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NOT FOR CONSTRUCTION
REVIEW SET
��60
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NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
E
FO
EXISTING STORM SEWER
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: November, 2012
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
�
�
�
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
3.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS
WITH APPROVED LANDSCAPE DRAWINGS.
4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE ELECTRICAL PLANS.
5.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
6.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE
GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC
OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
8.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR SHALL REGRADE THE EXISTING IRRIGATION DITCH TO END WEST OF THE PROPOSED HARMONY ROAD WIDENING. PER THE LONE PROPERTY OWNER AND DOWNSTREAM DITCH USER, THIS
IRRIGATION LATERAL NO LONGER NEEDS TO EXTEND EAST OF LADY MOON DRIVE.
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
SAWCUT LINE
REMOVE EXISTING TREES
REMOVE EXISTING IRRIGATION
REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / /
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
REMOVE EXISTING ASPHALT PAVEMENT
X
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY BOUNDARY
EXISTING TELEPHONE T
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
& DEMOLITION PLAN
EXISTING CONDITIONS
�101
MATCHLINE-SEE SHEET C100
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C101
C100
C102
MATCHLINE-SEE SHEET C102
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/ / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / /
/ / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / /
/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
HARMONY ROAD
CINQUEFOIL LANE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / /
/ /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / /
LOT ONE
HARMONY
TECHNOLOGY
PARK, SECOND
FILING
TIMBERWOOD
DR.
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
PROPERTY LINE
EXISTING 110'
RIGHT-OF-WAY
EXISTING 60'
RIGHT-OF-WAY
ELEC VAULT
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��������� 11, 2013
�����
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������� ���������� ���������� 1426 ����� ��., ����� 300 �������, �� 303.499.7795
NOT FOR CONSTRUCTION
REVIEW SET
��60
����� ����
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
E
FO
EXISTING STORM SEWER
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
Northern Engineering Services, Inc.
Date: November, 2012
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
�
�
�
1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
3.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS
WITH APPROVED LANDSCAPE DRAWINGS.
4.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL LIGHT FIXTURES, ELECTRICAL EQUIPMENT AND ELECTRICAL LINES WITH THE ELECTRICAL PLANS.
5.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
6.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, PRIVATE FENCES, ABOVE
GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC
OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
8.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS {PRIOR} TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
9.CONTRACTOR SHALL REGRADE THE EXISTING IRRIGATION DITCH TO END WEST OF THE PROPOSED HARMONY ROAD WIDENING. PER THE LONE PROPERTY OWNER AND DOWNSTREAM DITCH USER, THIS
IRRIGATION LATERAL NO LONGER NEEDS TO EXTEND EAST OF LADY MOON DRIVE.
REMOVE EXISTING CONCRETE PAVEMENT OR SIDEWALK
SAWCUT LINE
REMOVE EXISTING TREES
REMOVE EXISTING IRRIGATION
REMOVE EXISTING FENCE / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / /
EXISTING GAS G
APPROXIMATE LIMITS OF CONSTRUCTION
REMOVE EXISTING ASPHALT PAVEMENT
X
EXISTING RIGHT-OF-WAY
EXISTING PROPERTY BOUNDARY
EXISTING TELEPHONE T
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
K��� ����'� �����.
C��� ������ ��� ���.
R
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
& DEMOLITION PLAN
EXISTING CONDITIONS
�100
MATCHLINE-SEE SHEET C101
KEYMAP
HARMONY ROAD
BROOKFIELD DRIVE
LE FEVER DRIVE
TIMBERWOOD DRIVE
LADY MOON DR.
CINQUEFOIL LANE
C101
C102
C100
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
30' TEMPORARY
CONSTRUCTION EASEMENT
REC. NO. 20080066830
TO BE VACATED BY THIS PLAT
30' TEMPORARY
CONSTRUCTION EASEMENT
REC. NO. 20080066831
TO BE VACATED BY THIS PLAT
NORTH 1
4CORNER
SECTION 4-6-68
(FND 3-1/4"
ALUMINUM CAP)
14' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO. ___________________
38' RIGHT-OF-WAY
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO. ____________
9' TEMPORARY CONSTRUCTION
EASEMENT TO BE DEDICATED
BY SEPARATE DOCUMENT
REC. NO. ___________________
VACATED RIGHT-OF-WAY BY
CITY OF FORT COLLINS
ORDINANCE NO. 105, 2013,
RESERVED UTILITY EASEMENT
VACATED BY THIS PLAT
40' TEMPORARY CONSTRUCTION
EASEMENT REC. NO. 2002020069
TO BE VACATED BY THIS PLAT
20' DRAINAGE EASEMENT
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO. __________________
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
9/10/13
PROJECT:
306-003
Sheet
Of 4 Sheets
BANNER HEALTH MEDICAL CAMPUS NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
4
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
4 6N
68 W of the 6th PM
PLAT OF
BANNER HEALTH MEDICAL CAMPUS
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( U.S. SURVEY FEET )
1 inch = ft.
0 XX XX Feet
XX
XX XX
38' RIGHT OF WAY TO BE
DEDICATED BY SEPARATE DOCUMENT
RECEPTION NO. __________________
38'
38'
UNPLATTED
OWNER:
IMAGO ENTERPRISES INC.
EXCEPTED PARCEL
"NOT INCLUDED IN
THIS SUBDIVISION"
CITY OF FORT COLLINS
PERMANENT RIGHT-OF-WAY
REC. NO. 2002020066
14' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO. __________________
14' ADDITIONAL
RIGHT-OF-WAY
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO.
__________________
C
3
6
S68�37'27"W
34.74'
C
3
4
148.87'
L20
L21
L22
90.38'
C
3
1
N00�00'00"E
188.00'
C
2
6
N90�00'00"W
243.92'
C
2
4
N11�17'57"E
79.63'
C
4
2
N00�00'00"E
32.58'
N90�00'00"E
81.70'
C
2
8
S00�00'00"E
188.00'
C
2
5
N90�00'00"W
134.83'
C
2
7
N11�17'57"E
32.17'
C
3
0
C
3
9
N00�00'00"E 91.32'
C
3
2
N90�00'00"W
249.37'
C
2
9
N11�17'57"E
172.99'
C
4
1
N00�00'00"E
29.77'
L18
C
3
7
S68�37'27"W
34.74'
C
3
5
N90�00'00"W
123.30'
L19
S01�32'37"E 1226.59'
S01�32'37"E 1214.76'
121.76' 30.00' 839.60'
743.30'
S01�32'05"E 1126.62'
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
50.18' 30.00' 21.40'
L17
38.00'
L34
L35
11.32'
C58
DRAINAGE AND
UTILITY EASEMENT
N90�00'00"E
154.21'
L37
L38
L39
L44
L43
L42
L41
C
3
3
S00�00'00"E
91.32'
C
3
8
L16
L45
L46
L47
15.49' 20.00' 55.83'
34.53'
N90�00'00"E 273.78'
N00�01'13"E
340.80'
S89�58'47"E
20.00'
S00�01'13"W
338.41'
N89�27'55"E 199.63'
C
9
C
8
N64�10'02"E 101.58'
N89�30'53"E 65.97'
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
C61
C
6
2
C
6
3
C7
743.30'
CENTER 1
4CORNER
SECTION 4-6-68
(FND 2-1/2" ALUMINUM CAP IN
MONUMENT BOX, LS 33193)
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C61
C62
C63
DELTA
92�03'22"
25�20'51"
25�17'53"
7�00'28"
84�56'38"
87�56'17"
91�03'30"
25�20'51"
25�17'53"
9�40'21"
102�21'17"
89�30'36"
97�16'01"
90�00'00"
35�15'55"
45�50'35"
44�09'25"
44�09'25"
90�00'00"
90�00'00"
89�48'51"
11�17'57"
101�36'10"
101�17'57"
90�00'00"
90�00'00"
101�17'57"
90�00'00"
101�17'57"
78�42'03"
90�00'00"
90�00'00"
90�00'00"
21�22'33"
21�22'33"
19�49'56"
19�49'56"
25�49'58"
25�49'58"
11�17'57"
11�17'57"
97�16'01"
74�17'04"
11�17'57"
90�11'08"
9�15'01"
45�44'24"
35�01'30"
31�48'27"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
90�00'00"
20�09'19"
46�56'51"
11�42'34"
2�22'35"
5�46'23"
11�40'59"
RADIUS
15.00'
600.00'
600.00'
753.00'
10.01'
10.00'
15.00'
638.00'
562.00'
35.00'
15.00'
180.00'
30.46'
10.00'
62.00'
32.00'
62.00'
32.00'
25.00'
25.00'
25.00'
210.00'
150.00'
15.00'
15.00'
50.00'
150.00'
20.00'
180.00'
15.00'
15.00'
15.00'
15.00'
300.00'
330.00'
200.00'
170.00'
135.00'
165.00'
180.00'
210.00'
30.46'
15.00'
180.00'
25.00'
180.00'
175.00'
140.00'
145.00'
25.00'
25.00'
25.00'
50.00'
50.00'
15.00'
310.00'
15.00'
35.00'
200.00'
200.00'
200.00'
LENGTH
24.10'
265.44'
264.92'
92.10'
14.83'
15.35'
23.84'
282.25'
248.14'
5.91'
26.80'
281.21'
51.71'
15.71'
38.16'
25.60'
47.78'
24.66'
39.27'
39.27'
39.19'
41.41'
266.00'
26.52'
23.56'
78.54'
265.20'
31.42'
318.24'
20.60'
23.56'
23.56'
23.56'
111.92'
123.12'
69.23'
58.84'
60.87'
74.39'
35.50'
41.41'
51.71'
19.45'
35.50'
39.35'
29.06'
139.70'
85.58'
80.50'
39.27'
39.27'
39.27'
78.54'
78.54'
23.56'
109.05'
12.29'
7.15'
8.30'
20.15'
40.78'
BEARING
S44�29'04"W
S76�50'28"W
S76�48'59"W
N04�01'06"E
N42�59'46"E
S45�30'45"E
N43�59'08"E
N76�50'28"E
N76�48'59"E
S71�13'11"E
N52�45'46"E
N45�31'21"E
N41�00'33"W
N45�00'00"W
N28�12'37"E
N22�55'17"E
N67�55'17"E
N67�55'17"E
S45�00'00"E
N45�00'00"E
N44�54'26"W
S05�38'58"E
S39�30'10"W
N39�21'02"W
S45�00'00"W
N45�00'00"W
N39�21'02"W
S45�00'00"E
N39�21'02"W
N50�38'58"E
N45�00'00"W
N45�00'00"W
S45�00'00"W
S79�18'43"W
S79�18'43"W
S78�32'25"W
S78�32'25"W
S12�54'59"E
N12�54'59"W
N05�38'58"E
N05�38'58"E
S41�00'33"W
N48�26'28"W
N05�38'58"W
N45�05'35"E
N70�33'29"W
N88�48'11"W
S85�50'22"W
S87�26'53"W
S45�00'00"E
N45�00'00"E
N45�00'00"E
N45�00'00"E
S45�00'00"E
S45�00'00"E
N89�34'54"W
N21�55'49"E
S88�33'43"W
S87�16'06"W
S83�11'37"W
S74�27'56"W
CHORD
21.59'
263.28'
262.77'
92.04'
13.51'
13.89'
21.41'
279.95'
246.13'
5.90'
23.38'
253.47'
45.72'
14.14'
37.56'
24.93'
46.61'
24.06'
35.36'
35.36'
35.30'
41.35'
232.49'
23.20'
21.21'
70.71'
231.98'
28.28'
278.38'
19.02'
21.21'
21.21'
21.21'
111.28'
122.40'
68.88'
58.55'
60.35'
73.76'
35.44'
41.35'
45.72'
18.11'
35.44'
35.41'
29.03'
136.02'
84.26'
79.47'
35.36'
35.36'
35.36'
70.71'
70.71'
21.21'
108.49'
11.95'
7.14'
8.29'
20.14'
40.71'
REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
9/10/13
PROJECT:
306-003
Sheet
Of 4 Sheets
BANNER HEALTH MEDICAL CAMPUS NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
� � � � � � ��
PHONE: 970.221.4158 FAX: 970.221.4159
���.�������������������.���
3
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
4 6N
68 W of the 6th PM
PLAT OF
BANNER HEALTH MEDICAL CAMPUS
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( U.S. SURVEY FEET )
1 inch = ft.
XX 0 XX Feet
XX
XX XX SET #4 REBAR w/1"
PLASTIC CAP, LS 14823
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
PROPOSED RIGHT-OF-WAY
FOUND PROPERTY CORNER
AS DESCRIBED
SECTION LINE
SEE SHEET 2
26.867 ac
S89�34'54"E 263.54'
S89�28'54"E 315.95'
C6
S01�32'37"E 1214.76'
8' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY THIS PLAT
5.52' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY THIS PLAT
DRAINAGE EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
36'
9' UTILITY
EASEMENT
CINQUEFOIL LANE
60' DEED OF DEDICATION
BOOK 1623, PAGE 102
60'
S89�29'07"E 2631.32'
72.87'
S00�30'53"W
30.00'
14' ADDITIONAL RIGHT-OF-WAY
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO. ___________________
14' ADDITIONAL
RIGHT-OF-WAY
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO.
__________________
L32
C
1
1
C
1
2
C
4
2
N00�00'00"E
32.58'
C
2
0
N90�00'00"E
171.78'
C
1
7
N45�50'35"E
54.61'
C
1
5
L15
L14
L13
N00�00'00"E
317.45'
C
1
6
N00�00'00"E 328.57'
C
1
4
N90�00'00"W 140.21'
C
2
3
S11�17'57"E
133.08'
C
2
2
S00�00'00"E
32.58'
C
1
9
N90�00'00"E 171.78'
C
1
8
N45�50'35"E
54.61'
C
4
1
N00�00'00"E
29.77'
C
2
1
N89�48'51"W
54.67'
S89�48'51"E
55.48'
C
4
6
N00�00'01"W
29.39'
C
4
5
N11�17'57"W
112.39'
C
4
4
N00�00'00"E
175.58'
L8
L9
N90�00'00"E 122.00'
L12
C
5
0
C
4
9
C
4
8
C
4
7
L11
S89�34'54"E 262.93'
S89�29'31"E 326.11'
FND. #4 REBAR
NO CAP
L33
C
5
6
S00�00'00"E
148.50'
C
5
5
N90�00'00"E
108.00'
C
5
4
N00�00'00"E
138.50'
C
5
3
N90�00'00"E 79.47'
N00�00'00"E
134.00'
C
5
2
N90�00'00"E
118.00'
C
5
1
S00�00'00"E
134.00'
C
4
3
N90�00'00"W
108.00'
C
1
3
L23
C
5
7
L10
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
N90�00'00"W
466.16'
N90�00'00"W
163.57'
N01�32'05"W 983.54'
S01�32'37"E
4.79'
S01�32'37"E
5.58'
839.60' 30.01' 171.70'
211.43'
L24
26.73'
L25
219.07'
L29
S89�29'07"E
9.04'
S00�30'52"W
8.35'
UTILITY & ACCESS
EASEMENT
UTILITY & ACCESS
EASEMENT
L30
L31
30' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
945.54'
36.02' 166.22'
S01�32'05"E 498.47'
20' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
20' EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
TOTAL RIGHT-OF-WAY TO BE
DEDICATED BY THIS PLAT
47,167 sq. ft.
1.083 ac
UTILITY, DRAINAGE &
ACCESS EASEMENT
20' DRAINAGE EASEMENT
TO BE DEDICATED BY
SEPARATE DOCUMENT
REC. NO. __________________
S00�00'00"E
35.34'
S89�38'06"E
85.60'
N89�38'06"W
65.60'
L36
51.41' 20.00' 50.59'
N90�00'00"W
134.05'
N00�00'11"W
296.50'
S00�00'11"E
408.58'
N00�00'11"W
92.11'
N90�00'00"E 134.05'
124.07'
22.05' 20.02' 286.50'
88.91' 20.00' 62.87'
9' TEMPORARY CONSTRUCTION
EASEMENT TO BE DEDICATED
BY SEPARATE DOCUMENT
REC. NO. __________________
S89�58'47"E
20.00'
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
N07�38'37"E 213.16'
L6
S00�30'52"W
1.67'
S89�29'07"E 237.95'
C10
C59
48.29' 35.81' 129.05'
9.00'
401.45'
L26
L27
L28
UTILITY & ACCESS
EASEMENT
743.30'
NORTHEAST CORNER
SECTION 4-6-68
(FND 3-1/4" ALUMINUM CAP
ILLEGIBLE)
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L41
L42
L43
L44
L45
L46
L47
LENGTH
5.52'
4.51'
15.03'
14.30'
26.64'
14.51'
42.21'
20.00'
12.50'
3.58'
75.59'
59.17'
14.00'
20.00'
15.05'
10.93'
10.93'
3.10'
3.10'
126.14'
20.00'
154.29'
15.52'
37.65'
25.82'
10.15'
36.25'
11.13'
20.01'
24.87'
12.78'
17.09'
32.48'
11.87'
9.14'
15.47'
12.50'
20.00'
12.50'
15.94'
12.50'
20.00'
12.50'
28.05'
20.00'
27.81'
BEARING
N00�16'58"W
N87�46'26"W
S01�32'37"E
N89�29'07"W
S00�30'53"W
S01�31'53"E
N00�30'52"E
N90�00'00"E
N00�00'00"E
N89�17'42"W
N89�34'54"W
N89�28'54"W
N89�59'17"W
N00�00'43"E
S89�59'17"E
S25�49'58"E
N25�49'58"W
S88�27'23"W
S88�27'23"W
N54�36'19"E
N35�23'41"W
S54�36'19"W
N89�34'54"W
S45�17'07"W
N45�17'07"E
N90�00'00"W
S00�00'00"E
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REVIEWED BY:
G. Gilliland
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
9/10/13
PROJECT:
306-003
Sheet
Of 4 Sheets
BANNER HEALTH MEDICAL CAMPUS NOTICE
:
According to Colorado law you must commence any legal action based
upon any defect in this survey within three years after you discover such
defect. In no event may any action based upon any defect in this survey
be commenced more than ten years after the date of the certificate shown
hereon.
RANGE:
TOWNSHIP:
SECTION:
200 S���� C������ A�����, S���� 10
F��� C������, C������� 80524
E N G I N E E R I N G
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PHONE: 970.221.4158 FAX: 970.221.4159
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2
CITY OF FORT COLLINS
STATE OF COLORADO L. Smith
N.A.
4 6N
68 W of the 6th PM
PLAT OF
BANNER HEALTH MEDICAL CAMPUS
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
NORTH
( U.S. SURVEY FEET )
1 inch = ft.
0 Feet
SET #4 REBAR w/1"
PLASTIC CAP, LS 14823
LEGEND
BOUNDARY LINE
EXISTING RIGHT-OF-WAY
EASEMENT LINE
LOT LINE
PROPOSED RIGHT-OF-WAY
FOUND PROPERTY CORNER
AS DESCRIBED
XX XX
XX
XX XX
SECTION LINE
SEE SHEET 3
commencing upon the date of completion and first acceptance by the City of the improvements to be constructed in connection with the development which is the
subject of this Plat, from any and all claims, damages, or demands arising on account of the design and construction of public improvements of the property shown
herein; and the Owner furthermore commits to make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills,
embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements and other public properties, resulting from failures
caused by design and/or construction defects. This agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused by
or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that the City shall not be liable to the Owner or his/her
successors in interest during the warranty period, for any claim of damages resulting from negligence in exercising engineering techniques and due caution in the
construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers, flooding from natural creeks and rivers, and any other
matter whatsoever on private property. Any and all monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have
the right to convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which create certain rights and obligations of the
Development, the Owner and/or subsequent Owners of all or portions of the Development site, many of which obligations constitute promises and covenants that,
along with the obligations under this Plat, run with the land. The said documents may also be amended from time to time and may include, without limitation, the
Development Agreement, Site And Landscape Covenants, Final Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the
office of the clerk of the City and should be closely examined by all persons interested in purchasing any portion of the Development site.
SURVEYOR'S STATEMENT
I, Gerald D. Gilliland, a Colorado Registered Professional Land Surveyor do hereby state that this Subdivision Plat was prepared
from an actual survey under my personal supervision, that the monumentation as indicated hereon were found or set as shown, and
that the foregoing plat is an accurate representation thereof, all this to the best of my knowledge, information and belief.
__________________________________
Gerald D. Gilliland
Colorado Registered Professional
Land Surveyor No. 14823
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use, forever, a permanent right-of-way for street purposes and
the “Easements” as laid out and designated on this Plat; provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a
duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not impose upon the City a duty to maintain streets so dedicated
until such time as the provisions of the Maintenance Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in
Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain, repair, reconstruct, remove and replace within the
Easements public improvements consistent with the intended purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the
right to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise these same rights. Owner reserves the right to use
the Easements for purposes that do not interfere with the full enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for
repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not accept the duty of maintenance of the Easements, or of
improvements in the Easements that are not owned by the City. Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable
weed, nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will not install on the Easements, or permit the installation
on the Easements, of any building, structure, improvement, fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground
cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to remove such obstacles from the Easements. If Owner does not
remove such obstacles, the City may remove such obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for
such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
ATTORNEY'S CERTIFICATION
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section 2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the
City of Fort Collins and that all persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized signatories under the laws of the
State of Colorado. This Certification is based upon the records of the Clerk and Recorder of Larimer County, Colorado as shown in the Title Report from Land Title
Guarantee Company dated August 29, 2013, under Order No. FCC25111592-9, and is limited as authorized by Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney:________________________________________
Address: ________________________________________
________________________________________
Registration No.:__________________________________
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND
RECONSTRUCTION OF THE PRIVATE STREETS AND/OR DRIVES LOCATED ON THE
PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A
PROPERTY OWNERS' ASSOCIATION, IF APPLICABLE. THE CITY OF FORT COLLINS SHALL
HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR RECONSTRUCTION OF SUCH
PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO
ACCEPT SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
APPROVED AS TO FORM, CITY ENGINEER
By the City Engineer of the City of Fort Collins, Colorado this ______day of _____________ A.D., 20_____.
____________________________________________________
City Engineer
PLANNING APPROVAL
By the Director of Planning the City of Fort Collins, Colorado this _____ day of ___________ A.D., 20_____.
____________________________________________________
Director of Planning
NOTES:
1) The Basis of Bearings is the North line of the Northeast Quarter of said Section 4 as bearing South 89°29'07" East (assumed
bearing) and is monumented as shown on plat.
2) All information regarding easements, right-of-way or title of record, Northern Engineering relied upon Order Number
FCC25111592-9, dated August 29, 2013, prepared by Land Title Guarantee Company.
3) The lineal unit of measurement for this plat is U. S. Survey Feet.
4) See Sheet 4 of this plat for existing easements to be vacated per the Plat of Banner Health Medical Campus. See Sheet 2 and 3
for existing easements to remain and new easements to be dedicated per this plat.
5) The land that is described in Book 1487, Page 159 is owned by Imago Enterprises. The 30' road right-of-way as set out in
Warranty Deed is a private road and is hereby vacated by owner with this plat.
6) The land that is described in Reception No. 88006278 is owned by Imago Enterprises. The platted portion of the 60' road
right-of-way as set out in Warranty Deed is a private road and is hereby vacated by owner with this plat. See Sheet 4.
OWNER:Imago Enterprises, Inc., a Colorado Corporation
By: ________________________________
Lester M. Kaplan, President
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
Lester M. Kaplan as President of Imago Enterprises, Inc., a Colorado Corporation
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all persons by these presents, that the undersigned owner(s) of the following described land: A replat of Lots 1 and 2, Ricketts Harmony Minor Subdivision and a tract
of land located in the Northeast Quarter of Section 4, Township 6 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of
Colorado being more particularly described as follows:
Considering the North line of the Northeast Quarter of said Section 4 as bearing South 89°29'07" East and with all bearings contained herein relative thereto:
COMMENCING at the North Quarter Corner of said Section 4; thence along the North line of the Northeast Quarter of Section 4, South 89° 29' 07" East, 72.87 feet; thence,
South 00° 30' 53" West, 30.00 feet to the South right-of-way line of Harmony Road, said point being the POINT OF BEGINNING; thence along said South right-of-way line,
South 89° 29' 07" East, 228.11 feet; thence, North 00° 16' 58" West, 5.52 feet; thence, South 89° 34' 54" East, 263.61 feet; thence, South 89° 28' 54" East, 333.42 feet; thence
departing said South right-of-way line, South 01° 32' 37" East, 1226.59 feet; thence, North 87° 46' 26" West, 4.51 feet; thence, South 01° 32' 37" East, 15.03 feet; thence along
a curve concave to the Northwest having a central angle of 92° 03' 22", a radius of 15.00 feet, an arc length of 24.10 feet, and the chord of which bears South 44° 29' 04" West,
21.59 feet; thence, North 89° 29' 07" West, 14.30 feet; thence, South 00° 30' 53" West, 26.64 feet; thence, South 89° 30' 53" West, 54.66 feet; thence along a curve concave to
the South having a central angle of 25° 20' 51", a radius of 600.00 feet, an arc length of 265.44 feet, and the chord of which bears South 76° 50' 28" West, 263.28 feet; thence,
South 64° 10' 02" West, 101.58 feet; thence along a curve concave to the North having a central angle of 25° 17' 53", a radius of 600.00 feet, an arc length of 264.92 feet, and
the chord of which bears South 76° 48' 59" West, 262.77 feet; thence, South 89° 27' 55" West, 198.96 feet to a point on the West line of the Northeast Quarter of said Section
4; thence along said West line, North 01° 32' 05" West, 983.54 feet; thence, North 07° 38' 37" East, 213.16 feet; thence, North 07° 31' 20" East, 113.45 feet; thence along a
curve concave to the West having a central angle of 07° 00' 28", a radius of 753.00 feet, an arc length of 92.10 feet, and the chord of which bears North 04° 01' 06" East, 92.04
feet; thence, North 00° 30' 52" East, 42.21 feet; thence along a curve concave to the Southeast having a central angle of 84° 56' 38", a radius of 10.01 feet, an arc length of
14.83 feet, and the chord of which bears North 42° 59' 46" East, 13.51 feet to the Point of Beginning
The above described area contains 1,217,478 square feet or 27.949 acres more or less, which land is platted hereby into Lot 1, containing 1,170,311 square feet or 26.867
acres, and Right-of-Way Dedication containing 47,167 square feet or 1.083 acres.
For themselves and their successors in interest (collectively "Owner") have caused the above described land to be surveyed and subdivided into lots, tracts and streets as
shown on this Plat to be known BANNER HEALTH MEDICAL CAMPUS (the "Development"), subject to all easements and rights-of-way now of record or existing or
indicated on this Plat. The rights and obligations of this Plat shall run with the land.
PLAT OF
BANNER HEALTH MEDICAL CAMPUS
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SITE
VICINITY MAP
NORTH 1"=2000'
PUBLIC SERVICE COMPANY OF COLORADO
The 10 foot utility easement recorded in Book 1501, Page 423 is owned by Public Service Company of Colorado. That portion of easement within the boundaries of
this plat is vacated by this plat.
By: _________________________________________________ As: ________________________________________________
EQUITABLE OWNER:Banner Health, an Arizona non-profit corporation
By: ________________________________
Name:______________________________
Its:_________________________________
STATE OF COLORADO )
)SS
COUNTY OF LARIMER )
The foregoing instrument was acknowledged before me this _____ day of ___________________, 20____, by
_________________________________ as ______________________________ of Banner Health, an Arizona non-profit corporation
Witness my hand and official seal
My commission expires: ________________
_______________________________
Notary Public
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 Report for Banner Health Medical Campus dated July 24, 2013, by Northern
Engineering Services, 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's 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:
City of Fort Collins benchmark 7-01
Located on the north side of Harmony Road on an irrigation structure approx. 100 ft. west of the west curb line of the east entrance to HP,
Elevation= 4911.33
City of Fort Collins benchmark 7-07
Located 0.5 Miles south of Harmony Road. and Strauss Cabin Road, on the west side of Strauss Cabin Road, on the northwest wingwall
of the bridge over an irrigation canal on a Larimer County cap. Elevation 4875.97
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. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
None.
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed priorto any land disturbing activity (stockpiling, stripping, grading, etc).
All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the
approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the
property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining
all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be
limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils
in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required
temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as
necessary in order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control
inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment
and debris from all drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not
to cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project
and before turning the maintenance over to the 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 or their designate. 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 Notes
1. 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).
2. All recommendations of the Final Drainage and Erosion Control Report for Banner Health Medical Campus dated July 24,, 2013, by
Northern Engineering Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
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.
E. Utility Notes
1. All waterline construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. All
sanitarysewer construction shall conform to the South Fort Collins Sanitation District standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CONSTRUCTION NOTES
GENERAL &
�001
CINQUEFOIL LANE
(MINOR COLLECTOR 76' ROW)
(ULTIMATE CONDITION)
STA 18+88.31 TO STA 23+00
76' ROW
9'
UTILITY
ESMT.
9'
UTILITY
ESMT.
25' {}50' -{}-{} 25' -{}
11' TRAVEL
12' CENTER
8' BIKE LN.
8' BIKE LN.
11' TRAVEL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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SEPTEMBER, 2013
UTILITY PLANS FOR
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NOT FOR CONSTRUCTION
REVIEW SET
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CONTACT INFORMATION
PROJECT TEAM:
BHA Design Incorporated
1603 Oakridge Drive
Fort Collins, CO 80525-6249
(970) 223-7577
Boulder Associates
1426 P���� S�����
B������, CO 80302
(303) 499-7795
GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----Doug Martine (970) 224-6152
CABLE------------- Xfinity-----------------------------------------Don Kapperman (970) 567-0245
TELECOM.--------Centurylink Local Network-------------- Robert Rulli (970) 490-7503
WATER------------ City of Fort Collins Utilities--------------Roger Buffington (970) 221-6854
WASTEWATER--South Fort Collins Sanitation District-Terry Farrill (970) 226-3104
STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 221-6700
FIBER OPTICS- Level III---------------------------------------Rick Miller (720) 888-7568
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
Kumar & Associates, Inc.
2390 South Lipan Street
Denver, Colorado 80223
(303) 742-9700
PHONE NUMBER
Northern Engineering Services, Inc.
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
E N G I N E E R I N G
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PLANNER/
LANDSCAPE ARCHITECT
SiteWise, LLC
7000 N. Broadway
Building 3, Suite 306
Denver, Colorado 80221
(303) 650-8680
** The underground utility locates provided by SiteWise, LLC are based upon the best available information at
the time of locating. Contractor acknowledges that it is common for underground facility owner maps to have
errors and omissions of data shown. Consequently, it is the Contractor's sole responsibility to field verify the
location of all utilities prior to construction, and notify the Engineer of any discrepancies found.
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.
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:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
VICINITY MAP
NORTH 1"=2000'
GEOTECHNICAL ENGINEER
SUBSURFACE UTILITY LOCATES**
BUILDING ARCHITECT
CIVIL ENGINEER/SURVEYOR
BENCHMARK:
City of Fort Collins 7-01 - north side of Harmony Road on an irrigation structure approx. 100 ft.
west of the west curb line of the east entrance to HP, elevation 4911.33
City of Fort Collins 7-07 - 0.5 Miles south of Harmony Road and Strauss Cabin Road, on the
west side of Strauss Cabin Road, on the northwest wingwall of the bridge over an irrigation
canal on a Larimer County cap. Elevation 4875.97
Basis of Bearings
Basis of Bearings is the North line of the Northeast Quarter of said Section 4 as bearing South
89�29'07" East (assumed bearing).
Northern Engineering Services, Inc
NE Project No. 306-003
Date: November, 2012
ORIGINAL FIELD SURVEY BY:
Kumar & Associates, Inc.
"GEOTECHNICAL ENGINEERING STUDY
AND PAVEMENT THICKNESS DESIGN
PROPOSED HARMONY ROAD MEDICAL CENTER
SOUTHEAST CORNER OF HARMONY ROAD
AND LADY MOON DRIVE
FORT COLLINS, COLORADO"
Terracon Project No. 12-1-490
Revised Date : November 21, 2012
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
BANNER HEALTH MEDICAL CAMPUS
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE
68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
(4617 & 4808 LADY MOON DRIVE)
Banner Health
1801 16�� S�����
G������, CO 80631
(970) 378-3951
DEVELOPER/APPLICANT
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100-C102 EXISTING CONDITIONS & DEMOLITION PLAN
C200-C201 HORIZONTAL CONTROL & PAVEMENT PLAN
C300 OVERALL UTILITY PLAN
C301-C302 UTILITY PLAN
C303-C305 SANITARY SEWER PLAN & PROFILE
C306-C307 WATERMAIN PLAN & PROFILE
C400 OVERALL GRADING PLAN
C401-C403 GRADING PLAN
C404-C413 STORM DRAIN PLAN & PROFILE
C500-C501 LE FEVER DRIVE ROADWAY PLAN & PROFILE
C502-C503 CINQUEFOIL LANE ROADWAY PLAN & PROFILE
C504 HARMONY ROAD RIGHT TURN LANES PLAN & PROFILE
C505 LE FEVER DRIVE AND LADY MOON DRIVE STRIPING PLAN
C506 CINQUEFOIL LANE STRIPING PLAN
C507 HARMONY ROAD RIGHT TURN LANES STRIPING PLAN
C508-C509 INTERSECTION DETAILS
C510-C511 LE FEVER DRIVE CROSS SECTIONS
C512-C514 CINQUEFOIL LANE CROSS SECTIONS
C600 MASTER DRAINAGE EXHIBIT
C601-C602 DRAINAGE EXHIBIT
C603 EROSION CONTROL PLAN
C700-C711 CONSTRUCTION DETAILS
RIGHT OF WAY SCHEDULE PLANS EXHIBIT
(FOR REFERENCE ONLY)
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager
Fort Collins - Loveland Water District
South Fort Collins Sanitation District
Date
Date
All changes, addendum, additions, deletions and modifications to these
drawings must be approved in writing, by the Fort Collins - Loveland Water
District and the South Fort Collins Sanitation District.
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
TRAFFIC ENGINEER
COVER SHEET
�000