HomeMy WebLinkAboutTHE OVERLOOK - PDP - PDP160011 - PLANS - UTILITY PLANSHORSETOOTH ROAD
COLLEGE AVENUE
JOHN F. KENNEDY PKWY
LANDINGS DR
BOARDWALK DR
MONROE DR
STANFORD RD
STOVER ST
MCCELLAND DR
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
JUNE 1, 2016
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
Riply Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
(970) 224-5828
Stockover Investments, LLC
1806 Westview Road
Fort Collins, CO 80524
(970) 556-8132
GAS----------------- Xcel Energy----------------------------- Al Ermer (970) 225-7869
ELECTRIC-------- City of Fort Collins Light & Power -- Luke Unruh (970) 416-2724
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------Qwest Local Network ------------------ Bill Johnson (970) 377-6401
WATER------------ City of Fort Collins Utilities ----------- Shane Boyle (970) 221-6339
WASTEWATER --City of Fort Collins Utilities ----------- Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities ----------- Shane Boyle (970) 221-6339
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.
PHONE NUMBER
Northern Engineering Services, Inc.
Stephanie Thomas, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
N O R T H E RN
N O R T H E RN
** The underground utility locates provided by United States Infrastructure Corporation, 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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CS2
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 sanitary sewer, storm sewer and water line 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.
E
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6" W
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6" W
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6" W
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6" W
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CTV
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ST
X
X
8" W 8" W 8" W 8" W 8" W
6" W
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: HDAH LLC
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: JAXF LLC
LANDINGS BAY FDP
OWNER: LANDINGS BAY FORT COLLINS
CONDOMINIUM ASSOCIATION
JOHN F. KENNEDY
PARKWAY
RIGHT OF WAY VARIES
EX. 6' UTILITY EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EXISTING GASLINE
REMOVE EXISTING
FIRST NATIONAL BANK
PUD 1ST
OWNER: FORT COLLINS NATIONAL
BANK ET AL
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
SHORES FOUR CONDO
ASSOCIATION AT SHORES
OFFICE PARK
OWNER: SHORES FOUR LLC
SHORES OFFICE PARK
PUD
OWNER: JOHNSON LEWIS MELVIN
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
STRACHAN CONTINENTAL
PUD
OWNER: FORT COLLINS PLAZA LTD
LIABILITY CO
FIRST COMMUNITY BANK
PLAZA
OWNER: FOX POINTE PLAZA LLC
24' EMERGENCY
ACCES EASEMENT
26' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
N: 112599.46
E: 195850.56
WING 1
26' DRIVE LANE
24' DRIVE LANE
17'
9'
9'
15'
15'
8'
17'
9'
17'
17'
9'
9'
7' SIDEWALK
5' SIDEWALK
7' SIDEWALK
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
15'
UTIL.
ESMT.
PROPOSED R.O.W.
WIDTH VARIES
10'
X
X
X
X
X
X
X
X
X
X
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: HDAH LLC
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: JAXF LLC
LANDINGS BAY FDP
OWNER: LANDINGS BAY FORT COLLINS
CONDOMINIUM ASSOCIATION
JOHN F. KENNEDY
PARKWAY
RIGHT OF WAY VARIES
EX. 6' UTILITY EASEMENT
30' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
N: 112308.54
E: 195738.92
N: 112248.57
E: 195751.03
N: 112184.30
E: 195928.17
WING 2
WING 1
24' DRIVE LANE
17'
17'
9'
9'
8'
8'
6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
7' SIDEWALK
6' SIDEWALK 6' SIDEWALK
5' SIDEWALK
5' SIDEWALK
15'
UTIL.
ESMT.
PROPOSED R.O.W.
WIDTH VARIES
10'
PARKWAY
10'
PARKWAY
RAIN GARDEN
18" VERTICAL
E
E
G
G G G
G
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6" W 6" W
6" W
6" W 6" W
6" W
6" W 6" W 6" W
6" W
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E E
E
E E E
E E
E
E
E E
6" W
6" W
6" W 6" W 6" W
6" W 6" W
6" W
6" W 6" W
6" W
6
" W
6" W
6" W 6" W
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
S
X
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X
G G
G G
G G G
G G
G G
G G
G G
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV CTV CTV CTV
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T T
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T T
T
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CTV
CTV
CT
V
T
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T
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T
X
X
2.0'
2.0'
2.0'
8" W 8" W 8" W 8" W 8" W
6" W
X
X
X
G G
G G
G G G
G G
G G
G G
G G
CTV
CTV
CTV
CTV
CTV CTV CTV
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E
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G G G
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E
6" W 6" W
6" W
6" W 6" W
6" W
6" W 6" W 6" W
6" W
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E E
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T T
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E E
E
E E E
E E
E
E
E E
6" W
6" W
6" W 6" W 6" W
6" W 6" W
6" W
6" W 6" W
6" W
6
" W
6" W
6" W 6" W
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
S
X
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X
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G G
G G G
G G
G G
G G
G G
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV CTV CTV CTV
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CTV
CTV
CTV
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X
8" W 8" W 8" W 8" W 8" W
6" W
X
X
X
G G
G G
G G G
G G
G G
G G
G G
CTV
CTV
CTV
CTV
CTV CTV CTV
CTV
CTV CTV CTV CT
V
DR1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
KEYMAP
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100 2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 A1 0.55 0.95 1.00 5.0 5.0 1.49 5.46
1 A2 0.10 0.30 0.38 15.6 14.1 0.06 0.25
2 A3 0.43 0.92 1.00 5.0 5.0 1.14 4.32
3 A4 0.22 0.87 1.00 5.0 5.0 0.54 2.18
4 A5 0.10 0.88 1.00 5.0 5.0 0.26 1.03
5 A6 0.18 0.86 1.00 5.0 5.0 0.44 1.78
6 A7 0.16 0.25 0.31 5.0 5.0 0.11 0.48
7 B1 0.32 0.61 0.77 7.2 5.0 0.50 2.46
8 B2 0.27 0.95 1.00 5.0 5.0 0.73 2.67
9 B3 0.11 0.86 1.00 5.0 5.0 0.27 1.09
10 B4 0.11 0.85 1.00 5.0 5.0 0.27 1.10
11 B5 0.24 0.28 0.35 16.1 14.7 0.12 0.56
13 UD2 0.04 0.33 0.41 11.7 11.0 0.03 0.13
13 UD3 0.10 0.35 0.44 10.8 10.1 0.07 0.33
13 UD4 0.30 0.73 0.91 5.0 5.0 0.63 2.76
12 UD1 0.03 0.25 0.31 5.0 5.0 0.02 0.08
12 UD5 0.03 0.25 0.31 5.0 5.0 0.02 0.09
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
EXISTING STORM SEWER
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR
THE OVERLOOK BY NORTHERN ENGINEERING, DATED June 1, 2016 FOR ADDITIONAL
INFORMATION.
NOTES:
FLOW PATH
DRAINAGE BASIN BUBBLE
A
DESIGN POINT A
BASIN BOUNDARY
PROPOSED STORM SEWER
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
Detention Pond Summary | Proposed Condition
Pond 100-yr Volume
(ac-ft)
100-yr WSEL WQCV
(ft3)
WQCV WSEL Max Release
(cfs)
A 0.45 5019.97 617 5014.02 0.57
B 0.25 5021.32 458 5017.91 0.21
T
T
T T
T T
T
T
T
T T
T
T
T
CTV
CTV
CTV
CTV
T
T
T
T
T
X
X
8" W 8" W 8" W 8" W 8" W
6" W
RAIN GARDEN L3
RAIN GARDEN L2
INLET
INLET
INLET
INLET
(TYP.)
TRENCH
DRAIN
TRENCH
DRAIN
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: HDAH LLC
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: JAXF LLC
LANDINGS BAY FDP
OWNER: LANDINGS BAY FORT COLLINS
CONDOMINIUM ASSOCIATION
JOHN F. KENNEDY
PARKWAY
RIGHT OF WAY VARIES
EX. 6' UTILITY EASEMENT
PROPOSED R.O.W.
WIDTH VARIES
WING 2
WING 1
DETENTION
POND B
RETAINING
WALL
2' MAX HEIGHT
INLET
N:112414.34
E:195918.43
FND 1
1
2" AC
LS 15660, JOY
N:112414.40
E:195963.25
FND #5 REBAR W/OPC
LS 7361 BELL
N:112134.82
E:195963.66
FND #5 AND #4 REBAR
NO CAP
N:112074.58
E:195841.45
FND #5 REBAR W/RPC
LS 16828 BELL
N:112112.72
E:195820.71
FND #5 REBAR W/RPC
LS 16828 BELL
N:112195.94
E:195710.90
FND #5 REBAR W/OPC
ILLEGIBLE
N:112330.79
E:195710.45
FND #5 REBAR W/RPC
LS 16828 BELL
30' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
CURB
CUT
CURB
CUT
100-YR
OVERFLOW
50' NATURAL
HABITAT BUFFER
TOP OF BANK
G2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCE.
4. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
5. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
POROUS LANDSCAPE DETENTION
MATCHLINE-SEE SHEET G1
G2
8
" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
6" W 6" W 6" W 6" W
E
E
G
G G G
G
E
6" W 6" W
6" W
6" W
6" W
6" W
6" W 6" W 6" W
6" W
G
G
G
E
E
E E
E
E
E
E
E E
E
E E
E E
E
E E
T
T T
T T
T
T
T
T
T
E
E E
E E
E
E E E
E E
E
E
E E
6" W
6" W
6" W 6" W 6" W
6" W 6" W
6" W
6" W 6" W
6" W
6" W
6" W
6" W 6
" W
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
S
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
6" W 6" W 6" W 6" W
RETAINING
WALL
2.5' HEIGHT
RAIN GARDEN L3
RAIN GARDEN L3
RAIN GARDEN L1
RAIN GARDEN L2
INLET
INLET
(TYP.)
INLET
TRENCH
DRAIN
FIRST NATIONAL BANK
PUD 1ST
OWNER: FORT COLLINS NATIONAL
BANK ET AL
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
SHORES FOUR CONDO
ASSOCIATION AT SHORES
OFFICE PARK
OWNER: SHORES FOUR LLC
SHORES OFFICE PARK
PUD
OWNER: JOHNSON LEWIS MELVIN
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
EX. 20' WATERLINE
EASEMENT
15'
UTIL.
ESMT.
PROPOSED R.O.W.
WIDTH VARIES
WING 1
DETENTION
POND A
RETAINING
WALL
5.5' MAX
HEIGHT
RETAINING
WALL
2' MAX HEIGHT
RETAINING WALL
ALONG STAIRS
N:112776.47
E:195728.43
FND #5 REBAR
W/OPC LS 7361 BELL
N:112472.85
E:195720.50
FND #5 REBAR W/RPC
LS 16828 BELL
N:112537.39
E:195728.01
FND #5 REBAR W/RPC
LS 16828 BELL
N:112645.80
E:195728.01
FND #5 REBAR W/OPC
ILLEGIBLE
24' EMERGENCY
ACCES EASEMENT
26' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
DRAINAGE
EASEMENT
BY SEPARATE
DOCUMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20' WATERMAIN
EASEMENT
EX. 20' SANITARY
SEWER
EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' ACCESS &
UTILITY EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20'
WATERMAIN
EASEMENT
EX. UTILITY, ACCESS &
DRAINAGE EASEMENT
CURB
CUT
CURB
CUT
CURB
CUT
100-YR
OVERFLOW
T T
T T
T T
T
T
T
T
T
T
E E
E
E
E
E
E
6" W 6" W
6" W 6" W 6" W 6" W
6" W
ST
T T T
T
T T
T T
T T
T
T
T
T
T
T
E E
E
E
E
E
E
6" W 6" W
6" W 6" W 6" W 6" W
6" W
S
T
T T T
T
PROPOSED
STORM
SEWER
FIRST NATIONAL BANK
PUD 1ST
OWNER: FORT COLLINS NATIONAL
BANK ET AL
EX. 20' WATERLINE
EASEMENT
EX. 20' WATERMAIN
EASEMENT
EXISTING
DETENTION
EX. 20' WATERMAIN
EASEMENT
EX. UTILITY,
ACCESS, &
DRAINAGE
EASEMENT
G1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCE.
4. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
5. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
PROPOSED STORM INLET
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
POROUS LANDSCAPE DETENTION
KEYMAP
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE LEFT
MATCHLINE-SEE RIGHT
G1
CTV
CTV CTV CTV CT
V
T
T
T T
T T
T
T
T
T T
T
T
T
CTV
CTV
CTV
CTV
T
T
T
T
T
X
X
2.0'
2.0'
2.0'
8" W 8" W 8" W 8" W 8" W
6" W
S
FDC
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: HDAH LLC
WHARF AT THE LANDINGS
PUD PHASE 2 REPLAT
OWNER: JAXF LLC
LANDINGS BAY FDP
OWNER: LANDINGS BAY FORT COLLINS
CONDOMINIUM ASSOCIATION
JOHN F. KENNEDY
PARKWAY
RIGHT OF WAY VARIES
WING 2
WING 1
DETENTION
POND B
EX. 6' UTILITY EASEMENT
30' EMERGENCY
ACCESS EASEMENT
15'
UTIL.
ESMT.
PROPOSED R.O.W.
WIDTH VARIES
RAIN GARDEN
RAIN GARDEN
INLET
INLET
INLET
INLET
(TYP.)
TRENCH
DRAIN
TRENCH
DRAIN
SANITARY SEWER
MANHOLE
EXISTING
HYDRANT
SEWER SERVICE
APPROX. 8" SERVICE
FIRE DEPARTMENT AT MIN 2% FROM MAIN
CONNECTION
N:112414.34
E:195918.43
FND 1
1
2" AC
LS 15660, JOY
N:112414.40
E:195963.25
FND #5 REBAR W/OPC
LS 7361 BELL
N:112134.82
E:195963.66
FND #5 AND #4 REBAR
NO CAP
N:112074.58
E:195841.45
FND #5 REBAR W/RPC
LS 16828 BELL
N:112112.72
E:195820.71
FND #5 REBAR W/RPC
LS 16828 BELL
N:112195.94
E:195710.90
FND #5 REBAR W/OPC
ILLEGIBLE
N:112330.79
E:195710.45
FND #5 REBAR W/RPC
LS 16828 BELL
30' EMERGENCY
ACCESS EASEMENT
24' EMERGENCY
ACCESS EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
PROPOSED
FIRE HYDRANT
8" PVC SEWER
6" PVC WATER
INLET
PROPOSED
ELECTRIC
TRANSFORMER
U2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
MATCHLINE-SEE SHEET U1
U2
8
" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
6" W 6" W 6" W 6" W
F
E
E
G
G G G
G
E
6" W 6" W
6" W
6" W
6" W
6" W
6" W 6" W 6" W
6" W
G
G
G
E
E
E E
E
E
E
E
E E
E
E E
E E
E
E E
T
T T
T T
T
T
T
T
T
E
E E
E E
E
E E E
E E
E
E
E E
6" W
6" W
6" W 6" W 6" W
6" W 6" W
6" W
6" W 6" W
6" W
6" W
6" W
6" W 6
" W
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
S
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
6" W 6" W 6" W 6" W
W
FDC
S
W
FIRST NATIONAL BANK
PUD 1ST
OWNER: FORT COLLINS NATIONAL
BANK ET AL
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
SHORES FOUR CONDO
ASSOCIATION AT SHORES
OFFICE PARK
OWNER: SHORES FOUR LLC
SHORES OFFICE PARK
PUD
OWNER: JOHNSON LEWIS MELVIN
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
WING 1
DETENTION
POND A
15'
UTIL.
ESMT.
PROPOSED R.O.W.
WIDTH VARIES
DRAINAGE
EASEMENT
BY SEPARATE
DOCUMENT
RETAINING
WALL
2.5' HEIGHT
RAIN GARDEN
RAIN GARDEN
RAIN GARDEN
RAIN GARDEN
EXISTING 8" SANITARY
SEWER
EXISTING 8" SANITARY
SEWER
EXISTING SANITARY
SEWER MANHOLE
TIE INTO
EXISTING SANITARY
SEWER MANHOLE
TIE INTO
EXISTING 6"
WATERLINE
WITH 6" TAPPING
SADDLE
INLET
INLET
(TYP.)
INLET
TRENCH
DRAIN
SEWER SERVICE
APPROX. 8" SERVICE
AT MIN 2% FROM MAIN
6" FIRELINE
8" PVC SEWER
TIE INTO
EXISTING 6" WATERLINE
WITH TEE AND REDUCER
SANITARY SEWER
MANHOLE
EXISTING
HYDRANT
EXISTING
HYDRANT
EXISTING
HYDRANT
FIRE DEPARTMENT
CONNECTION
APPROX. 3" WATER SERVICE
(RESIDENTIAL)
APPROX. 1.5" WATER SERVICE
(COMMERCIAL)
N:112776.47
E:195728.43
FND #5 REBAR
W/OPC LS 7361 BELL
N:112472.85
E:195720.50
FND #5 REBAR W/RPC
LS 16828 BELL
N:112537.39
E:195728.01
FND #5 REBAR W/RPC
LS 16828 BELL
N:112645.80
E:195728.01
FND #5 REBAR W/OPC
ILLEGIBLE
24' EMERGENCY
ACCES EASEMENT
26' EMERGENCY
ACCESS EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20' WATERMAIN
EASEMENT
EX. 20' SANITARY
SEWER
EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' ACCESS &
UTILITY EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20'
WATERMAIN
EASEMENT
8" PVC WATER
8" PVC WATER
6" PVC WATER 8" PVC WATER
EX. UTILITY, ACCESS &
DRAINAGE EASEMENT
PROPOSED
ELECTRIC
TRANSFORMER
T T
T T
T T
T
T
T
T
T
T
E E
E
E
E
E
E
6" W 6" W
6" W 6" W 6" W 6" W
6" W
ST
T T T
T
T T
T T
T T
T
T
T
T
T
T
E E
E
E
E
E
E
6" W 6" W
6" W 6" W 6" W 6" W
6" W
S
T
T T T
T
EXISTING
DETENTION
EX. 20' WATERMAIN
EASEMENT
PROPOSED
STORM SEWER
FIRST NATIONAL BANK
PUD 1ST
OWNER: FORT COLLINS NATIONAL
BANK ET AL
EX. 20' WATERMAIN
EASEMENT
EX. UTILITY,
ACCESS, &
DRAINAGE
EASEMENT
U1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
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. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
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. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE LEFT
MATCHLINE-SEE RIGHT
U1
OUTFALL
CURB
17'
9'
18" VERTICAL
INFLOW
CURB
18" VERTICAL
INFLOW
CURB
18" VERTICAL
INFLOW
CURB
18" VERTICAL
INFLOW
CURB
18" VERTICAL
OUTFALL
CURB
18" VERTICAL
OUTFALL
CURB
CONCRETE
DRAINAGE PAN
CONCRETE
DRAINAGE PAN
STAIRS
STAIRS
STAIRS
RAIN GARDEN
DETENTION
POND B
TRASH
ENCLOSURE
N:112414.34
E:195918.43
FND 1
1
2" AC
LS 15660, JOY
N:112414.40
E:195963.25
FND #5 REBAR W/OPC
LS 7361 BELL
N:112134.82
E:195963.66
FND #5 AND #4 REBAR
NO CAP
N:112074.58
E:195841.45
FND #5 REBAR W/RPC
LS 16828 BELL
N:112112.72
E:195820.71
FND #5 REBAR W/RPC
LS 16828 BELL
N:112195.94
E:195710.90
FND #5 REBAR W/OPC
ILLEGIBLE
N:112330.79
E:195710.45
FND #5 REBAR W/RPC
LS 16828 BELL
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. CONCRETE
DRAINAGE PAN
EX. CONCRETE
DRAINAGE PAN
HC2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCHLINE-SEE SHEET HC1
HC2
PARKWAY
RETAINING
WALL
2.5' HEIGHT
RAIN GARDEN
RAIN GARDEN
RAIN GARDEN
18" VERTICAL
INFLOW
CURB
18" VERTICAL
INFLOW
CURB
18" VERTICAL
INFLOW
CURB
18" VERTICAL
OUTFALL
CURB
18" VERTICAL
OUTFALL
CURB
18" VERTICAL
OUTFALL
CURB
18" VERTICAL
OUTFALL
CURB
18" VERTICAL
OUTFALL
CURB
17'
9'
18" VERTICAL
OUTFALL
CURB
2' CONCRETE
DRAINAGE PAN
STAIRS
STAIRS
5' SIDEWALK
DRAINAGE
EASEMENT
BY SEPARATE
DOCUMENT
17'
9'
RAIN GARDEN
DETENTION
POND A
30'X10' CONCRETE PAD
BUS STOP TO BE INSTALLED
BY OTHERS
TRASH
ENCLOSURE
N:112776.47
E:195728.43
FND #5 REBAR
W/OPC LS 7361 BELL
N:112472.85
E:195720.50
FND #5 REBAR W/RPC
LS 16828 BELL
N:112537.39
E:195728.01
FND #5 REBAR W/RPC
LS 16828 BELL
N:112645.80
E:195728.01
FND #5 REBAR W/OPC
ILLEGIBLE
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20' WATERMAIN
EASEMENT
EX. 20' SANITARY
SEWER
EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' ACCESS &
UTILITY EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20'
WATERMAIN
EASEMENT
EX. UTILITY, ACCESS &
DRAINAGE EASEMENT
EX. CONCRETE
DRAINAGE PAN
HC1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCHLINE-SEE SHEET HC2
HC1
"AVAILABLE" SIGN
DEMO EXISTING
STORM LINE PIPE
AND ASSOCIATED WALLS
EXISTING
PROPERTY LINE EXISTING
PROPERTY LINE
N:112414.34
E:195918.43
FND 1
1
2" AC
LS 15660, JOY
N:112414.40
E:195963.25
FND #5 REBAR W/OPC
LS 7361 BELL
N:112134.82
E:195963.66
FND #5 AND #4 REBAR
NO CAP
N:112074.58
E:195841.45
FND #5 REBAR W/RPC
LS 16828 BELL
N:112112.72
E:195820.71
FND #5 REBAR W/RPC
LS 16828 BELL
N:112195.94
E:195710.90
FND #5 REBAR W/OPC
ILLEGIBLE
N:112330.79
E:195710.45
FND #5 REBAR W/RPC
LS 16828 BELL
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
Northern Engineering Services, Inc.
NE Project No. 1174-001
Date: November 25, 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
Earth Engineering Consultants, LLC.
"SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS, FORT COLLINS,
COLORADO"
EEC Project No. 1152119
Date: December 14, 2015
MATCHLINE-SEE SHEET EX1
EX2
6" W
6" W
6" W 6" W
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
S
8"
W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
6" W 6" W 6" W 6" W
FIRST NATIONAL BANK
PUD 1ST
OWNER: FORT COLLINS NATIONAL
BANK ET AL
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
SHORES FOUR CONDO
ASSOCIATION AT SHORES
OFFICE PARK
OWNER: SHORES FOUR LLC
SHORES OFFICE PARK
PUD
OWNER: JOHNSON LEWIS MELVIN
SHORES OFFICE PARK
PUD
OWNER: THE SHORES OFFICE PARK
STRACHAN CONTINENTAL
PUD
OWNER: FORT COLLINS PLAZA LTD
LIABILITY CO
FIRST COMMUNITY BANK
PLAZA
OWNER: FOX POINTE PLAZA LLC
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20' WATERMAIN
EASEMENT
EX. 20' SANITARY
SEWER
EASEMENT
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 13.5' ACCESS &
UTILITY EASEMENT
EXISTING ELECTRIC
LINE TO BE RELOCATED
EXISTING LIGHTPOLE
TO BE RELOCATED
EXISTING LIGHTPOLE
TO BE RELOCATED
DEMO EXISTING
CURB AND GUTTER
DEMO EXISTING
CURB AND GUTTER
EXISTING 8" SANITARY
SEWER
EXISTING 8" SANITARY
SEWER
EXISTING SANITARY
SEWER MANHOLE
EXISTING SANITARY
SEWER MANHOLE
EXISTING 6"
WATERLINE
EXISTING 6"
WATERLINE
REMOVE EXISTING
"AVAILABLE" SIGN
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
DEMO EXISTING
PARKING LOT
N:112776.47
E:195728.43
FND #5 REBAR
W/OPC LS 7361 BELL
N:112776.42
E:195826.53
SCRIBED "X" IN WALK
N:112472.85
E:195720.50
FND #5 REBAR W/RPC
LS 16828 BELL
N:112537.39
E:195728.01
FND #5 REBAR W/RPC
LS 16828 BELL
N:112645.80
E:195728.01
FND #5 REBAR W/OPC
ILLEGIBLE
EX. 13.5' UTILITY &
ACCESS EASEMENT
EX. 20'
WATERMAIN
EASEMENT
EX. UTILITY, ACCESS &
DRAINAGE EASEMENT
EX1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
KEYMAP
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
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. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT
COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL
ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD
AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
Northern Engineering Services, Inc.
NE Project No. 1174-001
Date: November 25, 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
Earth Engineering Consultants, LLC.
"SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS, FORT COLLINS,
COLORADO"
EEC Project No. 1152119
Date: December 14, 2015
MATCHLINE-SEE SHEET EX2
EX1
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if
water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado
Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control
Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of
groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or
injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage
facilities in the development.
19. All recommendations of the Preliminary Drainage and Erosion Control Report for The Overlook by Northern Engineering Services,
Inc. dated June 1, 2016, shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures
shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or
landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud
and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end
loader, etc.) or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development
Construction Permit is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of
construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins
Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or
construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of
construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort
Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility
trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report
does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the
subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of
the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall
be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter,
sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the
gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or
surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any
deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will
be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road
construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All
service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for
additional criteria for roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as
established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection
for any tree removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control,
and security. Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way
authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting,
the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the
construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort
Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the
contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as
needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the
Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to
directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no
site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort collins.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown
on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the
Designer for clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards
and specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or
specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and
available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings
to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the
project as well as the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 48-01
Approximately 1
2 mile south of Horsetooth Road, west of College Avenue at the entrance to Barnes and Noble Bookstore, in the
northeast corner of their parking lot, on a concrete curb.
Elevation: 5036.76
City of Fort Collins Benchmark 2-97
Approximately 150 feet west of 600 Skysail Lane, on the Northeast wingwall of the feeder canal to Warren Lake.
Elevation: 5002.64
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for
their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 -
3.19
BASIS OF BEARING:
Basis of Bearing is the North line of the Northwest Quarter of Section 36, Township 7 North, Range 69 West as bearing South 89°
51' 02" East (assumed bearing).
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:
a. N/A
b. N/A
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 to any land disturbing activity (stockpiling, stripping,
grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as
indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping
the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and
maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall
be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a
roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are
installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty
(30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise
approved by the 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. 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. 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 and sanitary sewer construction shall conform to the City of Fort Collins Utility 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.
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
VICINITY MAP
NORTH
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 48-01
Approximately 1
2 mile south of Horsetooth Road, west of College Avenue at the entrance to
Barnes and Noble Bookstore, in the northeast corner of their parking lot, on a concrete
curb.
Elevation: 5036.76
City of Fort Collins Benchmark 2-97
Approximately 150 feet west of 600 Skysail Lane, on the Northeast wingwall of the feeder
canal to Warren Lake.
Elevation: 5002.64
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.19
Northern Engineering Services, Inc.
NE Project No. 1174-001
Date: November 25, 2015
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, LLC.
"SUBSURFACE EXPLORATION REPORT JFK LUXURY APARTMENTS, FORT COLLINS,
COLORADO"
EEC Project No. 1152119
Date: December 14, 2015
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
CS1 COVER SHEET
CS2 GENERAL AND CONSTRUCTION NOTES
EX1-EX2 EXISTING CONDITIONS & DEMOLITION PLAN
GRADING PLAN
U1-U2
G1-G2
UTILITY PLAN
BEING A REPLAT OF A PORTION OF LOTS 3 AND 4, OBSERVATORY HEIGHTS AND A PORTION OF LOT 1,
FORT COLLINS NATIONAL BANK FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 36, TOWNSHIP 7
NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DR1 DRAINAGE PLAN
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
N O R T H E RN
PHONE: 970.221.4158 FAX: 970.221.4159
www.northernengineering.com
CS1
HC1-HC2 HORIZONTAL CONTROL PLAN
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BASIS OF BEARING:
Basis of Bearing is the North line of the Northwest Quarter of Section 36, Township 7 North,
Range 69 West as bearing South 89° 51' 02" East (assumed bearing).