HomeMy WebLinkAboutBUCKING HORSE FILING FOUR - PDP - PDP150026 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPROSPECT RD.
TIMBERLINE ROAD
BLACKBIRD
DRIVE
BEAR
MOUNTAIN
DRIVE
NANCY
GRAY
AVE.
KATAHDIN DR.
PROSPECT RD.
TIMBERLINE ROAD
DRAKE ROAD
SCARECROW RD
KATAHDIN DR.
GREAT WESTERN RAILROAD
BUCKING
HORSE -
FILING ONE
BUCKING
HORSE -
FILING TWO
BUCKING
HORSE -
FILING THREE
CS1
COVER SHEET
A. Reese
L. Seeber
N/A
NOVEMBER 2015
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:
VICINITY MAP
NORTH 1"=1500'
Northern Engineering Services, Inc.
Project No. 687-004
Date: October 2015
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CS2
CONSTRUCTION NOTES
GENERAL AND A. Reese
L.Seeber
N.A.
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 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 Report For Bucking Horse Apartments, dated November 24, 2015 by Northern Engineering 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.
W
W
W
W
W
W
W W
W W
W
W
W
W
W W
W
S
S
S S S
S S
S S
S
S
W
W
W
W
W
W
W
WWWW
W
WWWW
W
W
W
W
W
W
W W
W
W
S
S
S
W
W W
W
W
W
W
W
W
S
S
W
W
S
S
S S
W W
S
\A1;38.6'
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
C.O.
C.O.
GREAT WESTERN RAILROAD
BUCKING HORSE -
FILING ONE
BUCKING HORSE -
FILING TWO
BUCKING HORSE -
FILING THREE
4.5' SIDEWALK
MILES HOUSE AVENUE
GOOSEBERRY LANE
4.5' SIDEWALK
YEARLING ROAD
5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
EXISTING DRIVEWAY
4.5' SIDEWALK
4.5' SIDEWALK (TYP.)
4.5' SIDEWALK
VAN
X
X
X
X
X
X
X
X X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
W
W
W
W
W
W
W W
W W
W
W
W
W
W W
W
S
S
S S S
S S
S S
S
S
W
W
W
W
W
W
W
WWWW
W
WWWW
W
W
W
W
W
W
W W
W
W
S
S
S
W
W W
W
W
W
W
W
W
S
S
W
W
S
S
S S
W W
S
S S
S
S
S
IR
W
W
W
W
FDC
FDC
FDC
FDC
W
FDC
X
X X X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X X X
X
X
X
X X
X
X
X
X
TF
TF TF
TF
TF
TF
GM
BLDG 7
EM
EM
EM
EM
GM
GM
GM
GM
GM
EM
IR
S
W
W
S
FDC
FDC
FDC
S
W
FDC
S
W
W
S
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X X
X
X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
FDC FDC
FDC
FDC
FDC
W
FDC
VAN
X
X
X
X X X
X
X
X X
X
X X
X
X
X
X X X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
S
S
S
S
S
S
IR
W
W
W
W
W
W
FDC
S
W
FDC
X
X
X
X X
X
X
X
X
X X
X
X X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X
X X
X
X X X
X
X
X X
X X
X
FDC
FDC
FDC
FDC
FDC FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FO
T C
C.O.
C.O.
\A1;38.6'
W W
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
VAN
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X X
X X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X X X
X
X
X
X X
X
X
X
X
TF
TF TF
TF
TF
TF
GM
EM
EM
EM
EM
GM
GM
GM
GM
GM
EM
X
X X X X X
X
X
X
X X X X X X X X X
X
X
X X
FO
VAULT
F.O.
GREAT WESTERN
RAILROAD
BUCKING HORSE -
FILING ONE
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X X
X
X X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X
X
X X
X
VAN
X
X
X
X X X
X
X
X X
X
X X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X X
X
X
X X X
X
X
X
X
TF
TF
TF
TF
TF
TF TF
TF
EM
GM
GM
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
X
X
X
X X
X
X
X
X
X X
X
X X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X X
X
X
X X
X
X X X
X
X
X
X
X X X
X
X
X
X
X X X
X
X
X
X X
X
X
X
X X
X
X
X
X
W
W
W
W
W
W
W W
W W
W
W
W
W
W W
W
S
S
S S S
S S
S S
S
S
W
W
W
W
W
W
W
WWWW
W
WWWW
W
W
W
W
W
W
W W
W
W
S
S
S
W
W W
W
W
W
W
W
W
S
S
W
W
S
S
S S
W W
S
S
S
S
W
W
W W
W W W W
W W W W W W
W W W
W W
W
W
W W
W
SS SS SS SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS SS
W W
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
SS SS SS SS SS SS SS
SS
SS
SS SS SS SS
SS
SS SS
SS SS SS SS SS
SS SS
SS
SS
SS
SS
W
W
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
IR
IR
S
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
W
FDC
FDC
S
W
FDC
S
W
W
S
FO
VAULT
F.O.
WV WV
WV
S
WV
WV WV
WV
S
GAS
h2o
GAS
WV
H
Y
D
h2o
GAS
S
WV
WV
S
S
T C
WV
WV
WV
WV
S
S
S
S
S
S
S
S
S
S
S
C.O.
S
C.O.
WV WV
H
Y
D
H
Y
D
S
GAS
S
S
S
S
VAN
X
X
X
X
X
X
X
X X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
TF
TF
TF
TF
TF
TF TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
EM
EM
GM
GM
GM
GM
GM
GM
BLDG
21
BLDG
20
BLDG
18
BLDG
17
BLDG 4
BLDG
5
BLDG 7
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
EM
BLDG 14
BLDG 15
CLUBHOUSE
BLDG 8
BLDG
13
BLDG
12
BLDG
23
BLDG
22
BLDG
19
BLDG
16
BLDG
10
BLDG 3
BLDG 1
BLDG 2
BLDG 6
BLDG 11
TF
NANCY GRAY AVENUE
MILES HOUSE AVENUE
GOOSEBERRY LANE
BLUE YONDER WAY
YEARLING ROAD
CUTTING HORSE DRIVE
BUCKING HORSE -
FILING ONE
GREAT WESTERN RAILROAD
BUCKING HORSE -
FILING TWO
BUCKING HORSE -
FILING THREE
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NOTES:
1. REFER TO THE PRELIMINARY DRAINAGE REPORT FOR BUCKING HORSE
APARTMENTS, DATED NOVEMBER 24, 2015 FOR ADDITIONAL INFORMATION.
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
PROJECT DATUM: NGVD 29
City of Fort Collins Benchmark 4-07
Southwest corner of Timberline Rd. and Bear Mountain Dr. due north of new
police building on the southwest corner of a catch basin.
Elevation = 4939.66
City of Fort Collins Benchmark 17-92
300 feet south of the southwest corner of East Drake Rd. and Timberline Rd.
in the top of an irrigation structure.
Elevation = 4935.51
Basis of Bearing
The south line of the southwest one-quarter of Section 20, Township 7 North,
Range 68 West of the 6th Principal Meridian, monumented on the west end
by a 2.5" aluminum cap in range box marked "City of Fort Collins 2001 LS
17497" and on the east end by a 3.25" aluminum cap in a range box marked
"JR Engineering 2005 PLS 37963", which, according to the Plat of Sidehill -
Filing Two, bears S89°26'35"E a distance of 2641.77'.
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 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
1 1
B2
1.45 ac
DR1
DRAINAGE EXHIBIT
A. Reese
L. Seeber
1"=50'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Drng\687-004_DRNG.dwg LAYOUT NAME: DR1 DATE: Nov 23, 2015 - 4:30pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [687-004_xADJ] [NES-xborder]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
X
X
X
X
X X X
X
X
X
X
X
X X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X X
X
TF
TF
TF
TF
EM
GM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
\A1;38.6'
C.O.
BUCKING HORSE -
FILING THREE
MILES HOUSE AVENUE
NANCY GRAY AVENUE
91.54
91.59
91.63
92.21
92.04
92.35
92.29
92.14
92.05
92.23
93.47
93.15
93.02
93.34
94.12
94.09
94.14
94.44
93.48
93.75
94.14
94.55
95.28
95.23
94.55
94.44
94.41
94.43
94.51
93.93
95.82
96.15
96.46
95.66
95.36
95.22
95.26
95.56
95.07
95.00
94.99
95.48
96.00
95.73
96.00
95.93
95.92
96.85
96.61
96.39
96.85
96.77
96.75
96.42
96.50
96.70
96.91
93.16
96.72
96.83
97.16
97.02
94.97
94.50
94.36
94.21
94.32
94.66
92.56
92.08
91.95
91.67
(92.10)
91.73
23.4%
12.2%
1.1%
2.0%
4.2%
5.0%
5.1%
96.33
96.51
96.11
96.15
96.44
95.25
93.67
92.93
92.03
92.02
91.98
91.94
(92.00)
97.47
97.01
96.87
96.55
96.85
(2.75)
(???)
(92.66)
(92.54)
(92.72)
(92.91)
(???)
(92.43)
(94.35)
CLUBHOUSE
FFE=93.52
BLDG 14
FFE=99.28
BLDG 15
FFE=96.02
94.34
93.71
93.44
93.34
POOL
93.41
95.98
94.92
98.43
96.98
94.68
96.39
96.36
95.50
95.43
94.85
94.56
94.49
93.85
93.83
94.36
94.10
95.11
93.06
93.37
93.61
93.14
94.06
94.05
BLDG 20
FFE=96.76
BLDG 19
FFE=95.92
BLDG 18
FFE=94.99
BLDG 17
FFE=94.06
BLDG 16
FFE=93.67
93.52
93.51
93.51
93.53
93.52
95.84
93.87
94.76
94.31
94.23
93.62
93.95
94.14
92.38
92.71
93.51
93.51
97.68
5.5'
3.1'
1.2'
0.5'
0.1'
26.6%
14.4%
5.6%
16.2%
16.3%
14.4%
0.2'
0.5'
0.8'
2.2'
2.8'
2.8'
2.2'
0.8'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G4
GRADING PLAN
A. Reese
L. Seeber
1" = 30'
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G1 MATCHLINE - SEE SHEET G2
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G4 DATE: Nov 23, 2015 - 4:30pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_xADJ] [687-004_KEYMAP]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
G1
G2
G4
G3
GM
GM
GM
GM
GM
GM
EM
TF
\A1;38.6'
W W W W
C
T
C.O.
C.O.
BUCKING HORSE -
FILING ONE
BLUE YONDER WAY
YEARLING ROAD
GOOSEBERRY LANE
95.82
96.15
96.46
96.85
96.61
96.39
96.85
96.77
96.75
97.16
97.11
97.10
97.12
97.46
96.42
96.50
96.70
96.91
97.45
97.45
0.28
2.23
2.20
2.50
97.63
97.56
97.54
98.48
98.94
98.90
99.01
1.49
2.24
2.71
2.33
2.06
2.00
2.66
2.75
(3.21)
3.31
0.89
0.74
98.68
98.62
98.61
99.05
96.00
95.02
95.18
95.60
98.60
98.28
98.30
98.60
98.15
98.15
94.39
97.95
98.50
96.72
96.83
97.16
97.02
97.63
97.47
97.32
97.16
94.68
94.75
95.07
19.3%
23.8%
32.2%
4.2%
5.0%
5.1%
2.1%
12.4%
96.36
97.62
96.33
96.51
96.11
96.15
96.44
98.65
97.62
2.28
97.85
2.12
97.96
95.36
95.86
97.83
95.15
94.91
94.83
95.41
96.20
96.16
96.26
96.76
98.81
98.47
97.40
97.63
98.96
98.00
98.60
98.86
98.32
98.21
1.69
1.22
0.91
(3.56)
3.49
2.93
2.80
1.11
1.48
99.26
97.58
96.99
96.97
97.47
97.01
96.87
96.55
96.85
95.23
98.12
97.55
97.39
95.00
94.84
(3.34)
(3.21)
(3.40)
(3.32)
(2.75)
(???)
(98.87)
(1.80)
(1.24)
(0.09)
(99.86)
(99.49)
(99.38)
BLDG 6
FFE=99.08
BLDG 7
FFE=98.45
BLDG 8
FFE=93.55
BLDG 11
FFE=1.85
BLDG 12
FFE=0.32
BLDG 13
FFE=96.55
BLDG 14
FFE=99.28
95.61
95.10
94.34
93.71
93.44
93.34
95.18
98.90
98.78
POOL
97.65
95.98
94.92
98.43
96.98
94.68
97.96
0.40
0.47
1.80
0.82
0.63
98.52
97.95
96.98
96.42
96.57
98.25
98.19
97.19
97.36
95.80
1.23
94.40
94.52
94.74
94.86
96.84
96.39
95.11
BLDG 23
FFE=2.24
BLDG 22
FFE=98.88
BLDG 21
FFE=97.54
BLDG 20
FFE=96.76
97.65
98.11
0.33
6.8'
6.2'
6.2'
5.5'
7.0'
20.1%
26.6%
14.4%
24.9%
10.3%
22.2%
1.9'
0.8'
0.3'
FFE=97.81
0.2'
2.8'
0.4'
5.2'
4.4'
2.0'
0.9'
0.7'
3.0'
2.5'
0.3'
0.2'
2.1'
1.2'
2.5'
1.5'
1.1'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G3
GRADING PLAN
A. Reese
L. Seeber
1" = 30'
MATCHLINE - SEE SHEET G1 MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G3 DATE: Nov 23, 2015 - 4:30pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_xADJ] [687-004_KEYMAP]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
G1
G2
G4
G3
X
X X
X
TF
TF
TF
TF
TF
EM
GM
GM
GM
EM
EM
EM
EM
EM
GM
GM
GM
GM
X
X
X X
X X X
X X
X X X
X
X
X
X
X
X
X X X X
BUCKING HORSE -
FILING TWO
NANCY GRAY AVENUE
MILES HOUSE AVENUE
91.40
90.70
89.82
90.62
90.76
90.99
91.02
91.06
91.29
91.54
91.59
91.63
92.21
92.04
92.35
92.29
92.14
92.05
92.23
93.15
92.83
92.72
92.80
92.54 93.02
92.62
92.68
92.69
93.05
92.49
92.72
92.90
92.34
92.08
92.28
92.47
91.82
91.63
91.53
91.67
91.92
91.46
91.22
91.06
91.16
91.45
90.88
90.55
90.33
89.86
90.01
90.37
92.25
92.26
92.21
91.22
90.95
90.97
91.57
92.05
93.16
92.86
92.80
92.78
93.26
92.73
92.21
92.15
91.82
92.01
92.16
92.25
92.25
92.56
92.08
91.95
91.67
90.12
89.90
89.49
89.14
89.30
89.36
89.87
89.96 89.86
90.60
90.66
90.61
91.01
90.91
90.27
90.21
91.45
91.45
91.35
90.71
90.65
90.71
91.94
92.00
91.35
91.20
91.14
92.21
92.17
92.02
91.46
91.37
91.45
???
(92.10)
91.73
0.6%
91.08
92.10
91.28
92.03
92.02
91.98
92.69
92.49
92.02
91.05
91.11
90.41
90.31
91.91
91.29
91.21
90.79
90.72
90.30
90.22
89.80
89.73
89.31
89.25
89.24
89.19
90.44
92.49
90.23
90.41
90.45
90.57
90.67
90.66
91.26
91.17
91.30
91.49
91.59
91.54
91.65
91.71
92.21
92.31
92.61
91.94
(92.00)
91.25
90.77
90.96
???
???
???
???
(91.95)
(92.89)
(92.55)
(92.37)
(91.64)
(92.66)
(92.54)
(92.72)
(92.91)
(???)
(???)
(???)
(???)
(???)
(92.43)
BLDG 3
FFE=93.01
BLDG 4
FFE=92.19
BLDG 5
FFE=90.54
CLUBHOUSE
FFE=93.52
BLDG 10
FFE=93.79
90.91
94.34
93.71
93.44
93.34
92.73
GREAT WESTERN RAILROAD
POOL
91.35
91.13
91.45
91.58
91.85
91.86
91.80
91.56
91.83
92.06
92.16
92.17
92.01
91.88
93.41
91.52
92.45
90.37
90.45
90.62
90.46
90.14
90.24
89.97
89.95
89.97
90.90
89.71
89.67
89.45
89.48
93.06
93.37
93.52
93.51
93.51
93.53
93.52
94.76
93.51
93.51
FFE=89.73
FFE=89.24
FFE=90.22
FFE=90.72
FFE=91.21
FFE=91.71
2.2'
3.3'
3.7'
1.5'
0.5'
0.5'
0.5'
0.5' 0.5'
(92.64)
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G2
GRADING PLAN
A. Reese
L. Seeber
1" = 30'
MATCHLINE - SEE SHEET G1
MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G2 DATE: Nov 23, 2015 - 4:29pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_xADJ] [687-004_KEYMAP]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
G1
G2
G4
G3
GOOSEBERRY LANE
CUTTING HORSE DRIVE
(95.56)
95.54
95.79
95.83
95.57
95.18
95.12
94.10
93.60
93.60
93.36
93.39
93.69
93.95
93.69
93.60
93.66
93.66
93.19
92.28
98.15
98.15
94.39
93.78
93.23
94.46
94.48
94.83
95.82
95.75
95.64
(95.60)
95.29
95.02
94.71
94.63
94.72
94.98
94.45
94.14
94.04
94.03
94.09
94.40
94.03
93.72
93.62
93.54
93.60
93.91
93.55
93.23
93.13
93.11
93.18
93.50
93.15
92.83
92.72
92.80
92.54 93.02
92.62
92.68
92.69
93.38
93.42
93.35
93.31
93.67
93.94
94.05
94.08
95.11
95.10
95.00
95.08
93.05
92.49
92.72
92.90
91.82
92.01
92.16
92.25
92.25
92.95
93.03
93.81
94.13
94.42
94.57
94.60
94.66
91.94
92.00
91.35
91.20
91.14
92.21
92.17
92.02
91.46
91.37
91.45
92.69
92.71
92.65
92.01
91.91
91.95
93.01
92.91
92.27
92.21
92.30
92.40
93.04
93.10
93.39
93.49
93.50
93.44
92.80
92.70
92.69
92.75
93.84
93.94
93.83
93.31
93.14
93.20
7.0%
2.1%
93.33
97.85
92.69
91.91
91.29
91.21
97.83
95.15
94.91
94.83
95.41
(92.57)
(98.04)
(98.87)
BLDG 1
FFE=95.89
BLDG 2
FFE=94.24
BLDG 6
FFE=99.08
BLDG 7
FFE=98.45
BLDG 8
FFE=93.55
(92.71)
92.79
91.39
90.80
91.52
91.91
92.03
92.31
90.91
95.61
95.10
94.34
93.71
93.44
93.34
92.73
(96.54)
94.38
96.63
96.12
98.79
95.85
95.18
98.90
98.78
91.89
92.59
94.44
94.57
94.91
POOL
94.40
94.52
(95.97)
(96.42)
FFE=91.71
FFE=92.20
FFE=92.70
FFE=93.19
FFE=93.69
0.3'
0.3'
0.8'
0.2'
1.2'
2.5'
4.4'
4.0'
1.0'
1.5'
93.69
93.27
92.77
92.70
92.20
91.78
91.71
0.5'
0.5'
0.5'
0.5'
0.5'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1
GRADING PLAN
A. Reese
L. Seeber
1" = 30'
MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G4
MATCHLINE - SEE SHEET G2
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G1 DATE: Nov 23, 2015 - 4:29pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_xADJ] [687-004_KEYMAP]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NGVD 29
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
G1
G2
G4
G3
X
X
X
X
X X X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
TF
TF
TF
TF
TF
TF TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
EM
EM
GM
GM
GM
GM
GM
GM
BLDG
21
BLDG
20
BLDG
18
BLDG
17
BLDG 4
BLDG
5
BLDG 7
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
EM
BLDG 14
BLDG 15
CLUBHOUSE
BLDG 8
BLDG
13
BLDG
12
BLDG
23
BLDG
22
BLDG
19
BLDG
16
BLDG
10
BLDG 3
BLDG 1
BLDG 2
BLDG 6
BLDG 11
TF
NANCY GRAY AVENUE
MILES HOUSE AVENUE
GOOSEBERRY LANE
BLUE YONDER WAY
YEARLING ROAD
CUTTING HORSE DRIVE
PROPOSED FES
PROPOSED STORM DRAIN
PROPOSED MH
PROPOSED INLETS
PROPOSED INLET
PROPOSED STORM DRAIN
TIE INTO EXISTING STORM DRAIN
BUCKING HORSE -
FILING TWO
BUCKING HORSE -
FILING THREE
BUCKING HORSE -
FILING ONE
GREAT WESTERN RAILROAD
PROPOSED INLET
PROPOSED STORM DRAIN
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
OG1
OVERALL GRADING PLAN
A. Reese
L. Seeber
1" = 50'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_OAGRAD.dwg LAYOUT NAME: OG1 DATE: Nov 23, 2015 - 4:28pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [687-004_xADJ] [NES-xborder] [687-004_KEYMAP]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
G1
G2
G4
G3
FOR REFERENCE ONLY.
SEE 30 SCALE DRAWINGS FOR
DETAILED INFORMATION.
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION (47.45)
PROPOSED FIRE HYDRANT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
X
X
X X
X X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X
X X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X X
X
TF
TF
TF
TF
EM
GM
BLDG
20
BLDG
18
BLDG
17
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
BLDG 14
BLDG 15
CLUBHOUSE
BLDG 8
BLDG
19
BLDG
16
WV WV
WV
WV
S
S
S
S
S
S
S
S
S
S
C.O.
WV WV
H
Y
D
SSMH A7
SSMH A6
SSMH A5
SSMH A4
SSMH A2
SSMH A3
SSMH A1
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC
SANITARY
SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
W
W
W
W
W
W W
W
W
W
W W
W
W
W W
W
W
W
W W
W
W W
W
S
WWWW
W
WWWW
W
W
W
W
W
W
W
W
W
W
W
SS SS SS SS
SS SS
SS
SS SS
SS
SS SS
SS
SS SS
SS SS
SS
SS
SS
SS
SS
SS SS SS
SS
CO
CO
CO
CO
CO
CO
CO
S
S
S
S
W
W
W
SS SS SS SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS
SS
SS SS
SS
SS SS
S
S
S
S
S
S
S
S
S S
S
S
S
S
16.46 LF 8" PVC
S56°29'00"W
68.29 LF 8" PVC
S31°31'36"E
14.68 LF 8" PVC
S60°27'47"W
BEGIN HORZ.
DEFLECTION
N:17031.21
E:12397.3679
90.00° BEND w/ TB
N:16913.68
E:12362.72
90.00° BEND w/ TB
N:16971.88
E:12327.01
8"X6" SWIVEL TEE
w/ 6" GV (N)
& FH ASSEMBLY
N:16857.67
E:12188.94
8"X8" TEE w/ TB
& 2-8" GV (SE,SW)
N:17024.89
E:12391.82
8.41 LF 8" PVC
R=270.00'
67
.55
L
F
8
"
P
V
C
R
=
2
70
.
00
'
1
6
9
.
6
2
L
F
8
"
P
V
C
R
=
3
83
.
0
0
'
3
6
4.
50
L
F
8
"
P
V
C
R
=
3
83
.
00
'
BEGIN HORZ.
DEFLECTION
N:16906.44
E:12349.9501
142.05 LF 8" PVC
S49°38'05"E
END HORZ.
DEFLECTION
N:16980.97
E:12340.7349
MILES HOUSE AVENUE
NANCY GRAY AVENUE
EXISTING 8" PVC
SANITARY SEWER
EXISTING 8" PVC
SANITARY SEWER
EXISTING SSMH
RIM=4892.62
INV. IN=4884.67
INV. OUT=4884.64
EXISTING 15" RCP STORM
FL=4890.51
PIPE END A
PROPOSED WATER SERVICE (TYP.)
PROPOSED
SEWER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED INLET
PROPOSED STORM DRAIN
CONNECT TO
EXISTING STUB
N:16932.89
E:12500.06
CONNECT TO
EXISTING 8"
SANITARY STUB
INV = ±4884.75
N:16923.71
E:12492.19
EXISTING
WETLANDS
BUCKING HORSE -
FILING THREE
BUCKING HORSE -
FILING TWO
1.5" IRRIGATION SERVICE
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
U4
UTILITY PLAN
A. Reese
L. Seeber
1"=30'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
MATCHLINE - SEE SHEET U1 MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U3
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U4 DATE: Nov 23, 2015 - 4:28pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xSITE] [687-004_xEXST] [NES-xborder] [687-004_KEYMAP] [687-004_xADJ]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
U1
U2
U4
U3
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS PER CITY STANDARDS. ALL 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.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
F
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
PROPOSED LOTLINE
EASEMENT LINE
CWONTROL
IRR
W
S O
E
PROPERTY BOUNDARY
S
W
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
IR
PROPOSED IRRIGATION CURB STOP &
METER PIT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED AREA DRAIN
PROPOSED GAS METER LOCATION GM
PROPOSED ELECTRIC METER LOCATION EM
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 4" 6"
36-UNIT
BUILDINGS 2" 2" 4" 6"
TOWNHOME 1" - - 4"
CLUBHOUSE 1" 1.25" - 4"
POOL - - - TBD
GARAGES - - - -
IRRIGATION 1.5" - - -
X X X
X
X
X
X
TF
TF
TF
TF
TF
TF TF
TF
EM
GM
GM
BLDG
21
BLDG
20
BLDG 7
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
EM
BLDG 14
BLDG 8
BLDG 13
BLDG 12
BLDG
23
BLDG
22
BLDG 6
BLDG 11
TF
WV
WV WV
WV
S
GAS
WV
H
Y
D
h2o
GAS
S
WV
WV
S
S
C
T
S
C.O.
S
C.O.
SSMH A10
SSMH A9
SSMH A8
SSMH A7
SSMH B3-1
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
W
W
S
S
S S
S
S S
S S
S
S
W
W
W
W
W
W
W
S
S
S
W
W
W
W
W W
S
S
W
W
S S
S
W S
W
W W W W W W W W W W W
W
W
W W
W W W
W
W
W
W W W W
C
O
CO
SS SS
SS SS SS
SS SS SS SS SS SS SS SS
SS SS SS SS
70.37 LF 8" PVC
N39°38'05"W
68.59 LF 8" PVC
N39°38'05"W
10.72 LF 8" PVC
N49°35'54"W
17.98 LF 8" PVC
N04°35'54"W
45.00° BEND w/ TB
N:17230.71
E:11665.83
45.00° BEND w/ TB
N:17212.79
E:11667.27
CONNECT TO EXISTING STUB
N:17296.92
E:11682.13
14
5
.55 LF
8
"
P
V
C
R
=83
7
.
0
0
'
END HORZ.
DEFLECTION
N:16995.35
E:11866.1784
BEGIN HORZ.
DEFLECTION
N:17102.37
E:11777.5365
END HORZ.
DEFLECTION
N:17205.84
E:11675.4350
BLUE YONDER WAY
YEARLING ROAD
GOOSEBERRY LANE
EXISTING SSMH
RIM = 4904.17
INV. IN = 4893.44 (NW)
INV. OUT = 4893.24 (NE)
EXISTING 8" PVC
SANITARY SEWER
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED
SEWER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
BUCKING HORSE -
FILING TWO
BUCKING HORSE -
FILING ONE
60.60 LF 8" PVC
N40°04'17"E
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SEWER
SERVICE (TYP.)
39.66 LF 8" PVC
S39°38'05"E
3.34 LF 8" PVC
S49°38'05"E
139
.63 LF
8
"
PV
C
R
=
800.
0
0
'
4
3
.
6
3 L
F
8"
P
V
C
R
=
25
0.
0
0
'
30.15 LF 8" PVC
S48°51'20"E
23.17 LF 8" PVC
S48°51'20"E
30.01 LF 8" PVC
N40°20'53"E
375.89 LF 8" PVC
N40°21'55"E
8"x8" TEE w/ TB
N:17277.08
E:11704.84
BEGIN HORZ.
DEFLECTION
N:17261.84
E:11722.2847
END HORZ.
DEFLECTION
N:17162.61
E:11820.2597
BEGIN HORZ.
DEFLECTION
N:17132.06
E:11845.5597
END HORZ.
DEFLECTION
N:17101.05
E:11876.1769
U3
UTILITY PLAN
A. Reese
L. Seeber
1"=30'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
MATCHLINE - SEE SHEET U1 MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U3 DATE: Nov 23, 2015 - 4:28pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xSITE] [687-004_xEXST] [NES-xborder] [687-004_KEYMAP] [687-004_xADJ]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
U1
U2
U4
U3
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS PER CITY STANDARDS. ALL 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.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
F
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
PROPOSED LOTLINE
EASEMENT LINE
CWONTROL
IRR
W
S O
E
PROPERTY BOUNDARY
S
W
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
IR
PROPOSED IRRIGATION CURB STOP &
METER PIT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED AREA DRAIN
PROPOSED GAS METER LOCATION GM
PROPOSED ELECTRIC METER LOCATION EM
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 4" 6"
36-UNIT
BUILDINGS 2" 2" 4" 6"
TOWNHOME 1" - - 4"
CLUBHOUSE 1" 1.25" - 4"
POOL - - - TBD
GARAGES - - - -
IRRIGATION 1.5" - - -
X X
X
X
X
X
X
X
X
X X
X
X
X
X X
X
X
X X
X
TF
TF
TF
TF
TF
EM
GM
GM
GM
BLDG 4
BLDG
5
EM
EM
EM
EM
EM
GM
GM
GM
GM
CLUBHOUSE
BLDG 8
BLDG 10
BLDG 3
WV WV
WV
WV
S
S
S
S
S
WV WV
H
Y
D
H
Y
D
S
GAS
S
SSMH B2
SSMH A1
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
W
W
W
W
W W W W
W
W
W
W
W
W
W
W
W W
W
SS
SS SS SS
SS
X
X
X X
X X X
X X
X X X
X
X
X
X
X
X
X X X X
CO
CO
CO
CO
CO
SS
SS SS SS
SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS
SS
SS SS SS SS
SS
SS
SS
SS SS
W W
W
SS SS
S
121.57 LF 8" PVC
S40°21'55"W
BEGIN HORZ.
DEFLECTION
N:17031.21
E:12397.3679
8"X8" TEE w/ TB
& 2-8" GV (SE,SW)
N:17024.89
E:12391.82
8.41 LF 8" PVC
R=270.00'
67
.
5
5
L
F
8
"
PV
C
R
=
2
70
.
0
0
'
142.05 LF 8" PVC
S49°38'05"E
END HORZ.
DEFLECTION
N:16980.97
E:12340.7349
NANCY GRAY AVENUE
MILES HOUSE AVENUE
EXISTING SSMH
RIM = 4892.33
INV. IN = 4883.47 (NW)
INV. OUT = 4883.27 (SE)
EXISTING SSMH
RIM = 4892.74
INV. IN = 4882.60 (NW)
INV. OUT = 4882.40 (SW)
EXISTING 42" RCP
FL = 4885.00
EXISTING 42" RCP
FL = 4884.79
EXISTING 42" RCP
FL = 4884.95
EXISTING 8" PVC
SANITARY SEWER
EXISTING SSMH
RIM=4892.62
INV. IN=4884.67
INV. OUT=4884.64
EXISTING 42" RCP
FL = 4884.83
EXISTING 12" PVC
SANITARY SEWER
EXISTING 12" PVC
SANITARY SEWER
PIPE END A
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.) PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
CONNECT TO
EXISTING STUB
N:16932.89
E:12500.06
CONNECT TO
EXISTING 8"
SANITARY STUB
INV = ±4884.75
N:16923.71
E:12492.19
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
GREAT WESTERN RAILROAD
BUCKING HORSE -
FILING TWO
1.5" IRRIGATION SERVICE
8"x6" TEE w/ TB
& 1-8" GV (NW)
& 1-6" GV (NE)
N:17255.69
E:12320.97
8"x6" SWIVEL TEE
w/ 6" GV (NE)
& FH ASSEMBLY
N:17129.67
E:12469.24
194.59 LF 8" PVC
S49°38'05"E
BEGIN HORZ.
DEFLECTION
N:17389.20
E:12434.4507
END HORZ.
DEFLECTION
N:17413.79
E:12458.4607
15.58 LF 6" PVC
N48°14'57"E
34.40 LF 6" PVC
R=250.00'
FH ASSEMBLY
w/1-6" GV (SW)
N:17424.17
E:12470.08
PROPOSED WATER SERVICE (TYP.)
PROPOSED SEWER SERVICE (TYP.)
PROPOSED STORM DRAIN
PROPOSED INLET
8"x6" TEE w/TB
N:17364.98
E:12413.87
8"X12" TEE w/TB
N:17045.42
E:12789.82
90.00° BEND w/TB
N:17123.83
E:12476.10
493.41 LF 8" PVC
N49°38'05"W
SSMH B1
8" PVC SANITARY SEWER
PROPOSED INLET
31.78 LF 8" PVC
N40°21'55"E
143.44 LF 8" PVC
N40°21'55"E
U2
UTILITY PLAN
A. Reese
L. Seeber
1"=30'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U4
MATCHLINE - SEE SHEET U1
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U2 DATE: Nov 23, 2015 - 4:27pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xSITE] [687-004_xEXST] [NES-xborder] [687-004_KEYMAP] [687-004_xADJ]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
U1
U2
U4
U3
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS PER CITY STANDARDS. ALL 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.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
F
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
PROPOSED LOTLINE
EASEMENT LINE
CWONTROL
IRR
W
S O
E
PROPERTY BOUNDARY
S
W
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
IR
PROPOSED IRRIGATION CURB STOP &
METER PIT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED AREA DRAIN
PROPOSED GAS METER LOCATION GM
PROPOSED ELECTRIC METER LOCATION EM
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 4" 6"
36-UNIT
BUILDINGS 2" 2" 4" 6"
TOWNHOME 1" - - 4"
CLUBHOUSE 1" 1.25" - 4"
POOL - - - TBD
GARAGES - - - -
IRRIGATION 1.5" - - -
BLDG 8
BLDG 1 BLDG 2
BLDG 6
FO
VAULT
F.O.
WV WV
WV
S
GAS
h2o
WV
WV
S
S
S
SSMH B4
SSMH B3 SSMH B2
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
W W
S S
W
W
S
S
S S
W
W
W
W
W
W W W W W W W W
W
W
W
W W
X
X X X X X
X
X
X
X X X X X X X X X
X
X
X X
CO
CO
CO
CO
SS SS SS SS
SS SS SS SS SS
S
S
SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS SS
6
7
.
2
9
L
F
8
"
P
V
C
R
=
3
0
0
.
00'
60.83 LF 8" PVC
R=300.00'
BEGIN HORZ.
DEFLECTION
N:17546.54
E:12025.6475
END HORZ.
DEFLECTION
N:17585.36
E:12030.4395
BEGIN HORZ.
DEFLECTION
N:17652.46
E:12032.9108
17.20 LF 8" PVC
S04°18'59"E
36.63 LF 8" PVC
S08°32'05"W
125.08 LF 8" PVC
S49°38'05"E
8" PVC SANITARY SEWER
GOOSEBERRY LANE
CUTTING HORSE DRIVE
EXISTING SSMH
RIM = 4896.68
INV. IN = 4886.06(NW)
INV. IN = 4886.06 (SW)
INV. OUT = 4885.90 (SE)
EXISTING SSMH
RIM = 4894.02
INV. IN = 4884.86 (NW)
INV. OUT = 4884.66 (SE)
EXISTING SSMH
RIM = 4894.53
INV. IN = 4884.30 (NW)
INV. OUT = 4884.10 (SE)
EXISTING SSMH
RIM = 4894.52
INV. IN = 4885.65 (NW)
INV. OUT = 4885.45 (SE)
EXISTING 8" PVC
SANITARY SEWER
EXISTING 12" PVC
SANITARY SEWER
PROPOSED
WATER SERVICE
(TYP.)
PROPOSED
SEWER SERVICE
(TYP.)
PROPOSED
WATER SERVICE
(TYP.)
PROPOSED SEWER
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SEWER
SERVICE (TYP.)
PROPOSED STORM DRAIN
PROPOSED WATER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED INLET
8"x6" SWIVEL TEE
w/ 6" GV (NE)
& FH ASSEMBLY
N:17389.50
E:12163.56
8"x8" TEE w/ TB
& 2-8" GV (SE,SW)
N:17408.17
E:12141.60
END HORZ. DEFL.
22.50° BEND w/ TB
N:17489.18
22.50° BEND w/ TB E:12046.30
N:17549.13
E:12025.00
CONNECT TO EXISTING STUB
INSTALL 22.50° BEND w/ TB
N:17693.08
E:12019.52
EXISTING 8"
WATER MAIN
BUCKING HORSE -
FILING ONE
GREAT WESTERN RAILROAD
1.5" IRRIGATION SERVICE
8"x6" TEE w/ TB
& 1-8" GV (NW)
& 1-6" GV (NE)
N:17255.69
E:12320.97
28.83 LF 8" PVC
S49°38'05"E
206.59 LF 8" PVC
S49°38'05"E
PROPOSED WATER
SERVICE (TYP.)
PROPOSED SEWER
SERVICE (TYP.)
BEGIN HORZ.
DEFLECTION
N:17389.20
E:12434.4507
END HORZ.
DEFLECTION
N:17413.79
E:12458.4607
15.58 LF 6" PVC
N48°14'57"E
34.40 LF 6" PVC
R=250.00'
FH ASSEMBLY
w/1-6" GV (SW)
N:17424.17
E:12470.08
375.89 LF 8" PVC
N40°21'55"E
8"x6" TEE w/TB
N:17364.98
E:12413.87
SSMH B1
8" PVC SANITARY SEWER
8"x6" SWIVEL TEE
w/ 6" GV (NE)
& RELOCATED FH ASSEMBLY
N:17687.72
E:12022.29
22.50° BEND w/ TB
N:17669.62
E:12031.62
PROPOSED STORM DRAIN
PROPOSED INLETS
20.37 LF 8" PVC
S27°16'03"E
6.03 LF 8" PVC
S27°16'03"E
31.78 LF 8" PVC
N40°21'55"E
143.44 LF 8" PVC
N40°21'55"E
U1
UTILITY PLAN
A. Reese
L. Seeber
1"=30'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U3
MATCHLINE - SEE SHEET U4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U1 DATE: Nov 23, 2015 - 4:27pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xSITE] [687-004_xEXST] [NES-xborder] [687-004_KEYMAP] [687-004_xADJ]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
U1
U2
U4
U3
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS PER CITY STANDARDS. ALL 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.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
F
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
PROPOSED LOTLINE
EASEMENT LINE
CWONTROL
IRR
W
S O
E
PROPERTY BOUNDARY
S
W
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
IR
PROPOSED IRRIGATION CURB STOP &
METER PIT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED AREA DRAIN
PROPOSED GAS METER LOCATION GM
PROPOSED ELECTRIC METER LOCATION EM
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 4" 6"
36-UNIT
BUILDINGS 2" 2" 4" 6"
TOWNHOME 1" - - 4"
CLUBHOUSE 1" 1.25" - 4"
POOL - - - TBD
GARAGES - - - -
IRRIGATION 1.5" - - -
S
S
S
W
W
W W
W W W W
W W W W W W
W W W
W W
W
W
W W
W
SS SS SS SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS SS
W W
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
SS SS SS SS SS SS SS
SS
SS
SS SS SS SS
SS
SS SS
SS SS SS SS SS
SS SS
SS
SS
SS
SS
W
W
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
S
S
S
S S
S
S
S
S
S
S
S
S
S
F
O
VAULT
F.O.
WV WV
WV
S
WV
WV WV
WV
S
GAS
h2o
GAS
WV
H
Y
D
h2o
GAS
S
WV
WV
S
S
T C
WV
WV
WV
WV
S
S
S
S
S
S
S
S
S
S
S
C.O.
S
C.O.
WV WV
H
Y
D
H
Y
D
S
GAS
S
S
S
S
GREAT WESTERN RAILROAD
BUCKING HORSE -
FILING ONE
BUCKING HORSE -
FILING TWO
BUCKING HORSE -
FILING THREE
VAN
X
X
X
X
X
X
X
X X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
TF
TF
TF
TF
TF
TF TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
EM
EM
GM
GM
GM
GM
GM
GM
BLDG
21
BLDG
20
BLDG
18
BLDG
17
BLDG 4
BLDG
5
BLDG 7
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
EM
BLDG 14
BLDG 15
CLUBHOUSE
BLDG 8
BLDG
13
BLDG
12
BLDG
23
BLDG
22
BLDG
19
BLDG
16
BLDG
10
BLDG 3
BLDG 1
BLDG 2
BLDG 6
BLDG 11
TF
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
IR
IR
S
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
FDC
W
FDC
FDC
S
W
FDC
S
W
W
S
NANCY GRAY AVENUE
MILES HOUSE AVENUE
GOOSEBERRY LANE
BLUE YONDER WAY
YEARLING ROAD
CUTTING HORSE DRIVE
EXISTING 42" RCP
EXISTING 8" PVC
SANITARY SEWER
EXISTING 8" PVC
SANITARY SEWER
EXISTING 8" PVC
SANITARY SEWER
EXISTING 15" RCP STORM
EXISTING 12" PVC
SANITARY SEWER
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
EXISTING 12" PVC
SANITARY SEWER
PROPOSED 8" SEWER LINE
PROPOSED SEWER LINE
PROPOSED 8" SEWER LINE
PROPOSED 8" SEWER LINE CONNECT TO
EXISTING 8" PVC
SANITARY SEWER
CONNECT TO
EXISTING 8"
WATERLINE
CONNECT TO
EXISTING 8"
WATERLINE
TIE INTO
EXISTING 8"
WATERLINE
EXISTING 12" PVC
SANITARY SEWER
PROPOSED 8" WATER LINE
PROPOSED 8" WATER LINE
PROPOSED WATER LINE
PROPOSED 8" WATER LINE
PROPOSED STORM DRAIN
PROPOSED INLET
PROPOSED STORM DRAIN
TIE INTO EXISTING
15" STORM DRAIN
EXISTING FH
EXISTING FH
EXISTING FH
PROPOSED SEWER SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
CONNECT TO
EXISTING 12" PVC
SANITARY SEWER
PROPOSED 1.5"
IRRIGATION SERVICE
PROPOSED 1.5"
IRRIGATION SERVICE
CONNECT TO
EXISTING
WATER MAIN
PROPOSED FH
PROPOSED 6" WATER LINE
PROPOSED STORM DRAIN
CONNECT TO
EXISTING 12" PVC
SANITARY SEWER
CONNECT TO
EXISTING 12" PVC
SANITARY SEWER
PROPOSED FH
RELOCATION
PROPOSED STORM DRAIN
OU1
OVERALL UTILITY PLAN
A. Reese
L. Seeber
1"=50'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
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 FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS PER CITY STANDARDS. ALL 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.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
F
PROPOSED FIRE SERVICE
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED FIRE DEPT. CONN.
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
FDC
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
PROPOSED LOTLINE
EASEMENT LINE
CWONTROL
IRR
W
S O
E
G
PROPERTY BOUNDARY
S
W
PROPOSED SEWER SERVICE
PROPOSED CURB STOP & METER PIT
IR
PROPOSED IRRIGATION CURB STOP &
METER PIT
PROPOSED ELECTRIC TRANSFORMER
PROPOSED AREA DRAIN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_OAUTIL.dwg LAYOUT NAME: OU1 DATE: Nov 23, 2015 - 4:27pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xSITE] [NES-xborder] [687-004_KEYMAP]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
U1
U2
U4
U3
FOR REFERENCE ONLY.
SEE 30 SCALE DRAWINGS FOR
DETAILED INFORMATION.
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 4" 6"
36-UNIT
BUILDINGS 2" 2" 4" 6"
TOWNHOME 1" - - 4"
CLUBHOUSE 1" 1.25" - 4"
POOL - - - TBD
GARAGES - - - -
IRRIGATION 1.5" - - -
X X
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
X X
X
X
X X
X
X
X
X
X
X
TF
TF
TF
TF
TF
TF TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
TF
EM
EM
GM
GM
GM
GM
GM
GM
BLDG
21
BLDG
20
BLDG
18
BLDG
17
BLDG 4
BLDG
5
BLDG 7
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
EM
BLDG 14
BLDG 15
CLUBHOUSE
BLDG 8
BLDG
13
BLDG
12
BLDG
23
BLDG
22
BLDG
19
BLDG
16
BLDG
10
BLDG 3
BLDG 1
BLDG 2
BLDG 6
BLDG 11
TF
9'
9'
9' SIDEWALK (TYP.)
9'
9'
9'
9'
9'
9'
9'
9'
9'
8'
8'
23' 8'
8'
23' 8'
23'
24' 9'
9'
9'
24'
23'
12'
13'
9'
19'
19'
19'
19'
8'
19'
19'
19'
19'
19'
19' 19'
19'
19'
18" VERTICAL
C&G (TYP.)
BLUE YONDER WAY
NANCY GRAY AVENUE
18" VERTICAL C&G (TYP.)
CUTTING HORSE DRIVE
24' -
18" VERTICAL C&G (TYP.)
24' -
24' -
R332'
R3'
R102'
R78'
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK (TYP.)
5' SIDEWALK
4.5' SIDEWALK (TYP.)
4.5' SIDEWALK
TRASH ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
4.5' SIDEWALK
EXISTING DRIVEWAY
9' SIDEWALK (TYP.)
9' SIDEWALK (TYP.)
9' SIDEWALK (TYP.)
9' SIDEWALK (TYP.)
9' SIDEWALK (TYP.)
9'
9'
9'
9'
9'
9'
9'
9'
9'
9'
23'
23'
23'
8'
24'
24'
9'
8'
19' 13'
13'
TRASH ENCLOSURE
10'
12'
24'
19'
18'
20'
20'
23'
9'
19'
19'
19'
19'
19'
19'
18" VERTICAL
C&G (TYP.)
18" VERTICAL
C&G (TYP.)
18" VERTICAL
C&G (TYP.)
9' SIDEWALK (TYP.)
24' -
24' -
24' -
R29'
R15'
R52'
R6'
R3'
R8'
R15'
R933'
R888'
R5'
R3'
R287'
R5'
R20'
R25'
R25'
R20'
4.5' SIDEWALK
R49'
R25'
R25'
R25'
R3'
9'
POOL
9'
19'
24' -
R10'
R3'
9'
R20'
R20'
R20'
R20'
R20'
R5'
R5'
R15'
R5'
R25'
R20'
PV1
PAVING PLAN
A. Reese
L. Seeber
1"=50'
LEGEND:
EASEMENTS
NOTES:
1. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2. PAVEMENT MARKINGS SHALL BE PER CITY STANDARDS AND PROJECT
SPECIFICATION MANUAL.
3. PERMEABLE PAVER AREAS SHALL HAVE EDGE RESTRAINTS ALONG ENTIRE
PERIMETER IN ACCORDANCE WITH DETAILS AND MANUFACTURER
RECOMMENDATIONS.
4. EXTRA CARE SHOULD BE TAKEN TO PREVENT THE STORAGE OF SOILS OR OTHER
MATERIALS DIRECTLY ON OR ADJACENT TO THE PAVER SURFACE.
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.
6. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OR FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
7. ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
8. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 330R-08.
9. ALL CURB & GUTTER SHALL BE 18" VERTICAL UNLESS OTHERWISE NOTED.
PERMEABLE PAVERS
PROPOSED VERTICAL CURB & GUTTER
PRIVATE CONCRETE FLATWORK
PROPERTY BOUNDARY
PRIVATE HEAVY DUTY PAVING
PROPOSED LOT LINE
ASPHALT PATCH
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Site\687-004_PAVE.dwg LAYOUT NAME: PV1 DATE: Nov 23, 2015 - 4:26pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xEXST] [NES-xborder] [687-004_xADJ] [687-004_xSITE]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
PRIVATE LIGHT DUTY PAVING
S
S
S
W
W
W W
W W W W
W W W W W W
W W W
W W
W
W
W W
W
SS SS SS SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS SS
W W
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
S
S
S
S
S
S
SS SS SS SS SS SS SS
SS
SS
SS SS SS SS
SS
SS SS
SS SS SS SS SS
SS SS
SS
SS
SS
SS
W
W
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
S
S
S
S S
S
S
S
S
S
S
S
S
S
F
O
VAULT
F.O.
WV
H
Y
D
WV WV
WV
S
WV
WV WV
WV
S
GAS
h2o
GAS
WV
H
Y
D
h2o
GAS
S
WV
WV
S
S
T C
WV
WV
WV
WV
S
S
S
S
S
S
S
S
S
S
S
C.O.
S
C.O.
WV WV
H
Y
D
H
Y
D
H
Y
D
S
GAS
S
S
S
S
GREAT WESTERN RAILROAD
BUCKING HORSE -
FILING ONE
BUCKING HORSE -
FILING TWO
BUCKING HORSE -
FILING THREE
NANCY GRAY AVENUE
MILES HOUSE AVENUE
GOOSEBERRY LANE
BLUE YONDER WAY
YEARLING ROAD
CUTTING HORSE DRIVE
EXISTING SSMH
RIM = 4904.17
INV. IN = 4893.44 (NW)
INV. OUT = 4893.24 (NE)
EXISTING SSMH
RIM = 4896.68
INV. IN = 4886.06(NW)
INV. IN = 4886.06 (SW)
INV. OUT = 4885.90 (SE)
EXISTING SSMH
RIM = 4894.02
INV. IN = 4884.86 (NW)
INV. OUT = 4884.66 (SE)
EXISTING SSMH
RIM = 4894.53
INV. IN = 4884.30 (NW)
INV. OUT = 4884.10 (SE)
EXISTING SSMH
RIM = 4892.33
INV. IN = 4883.47 (NW)
INV. OUT = 4883.27 (SE)
EXISTING SSMH
RIM = 4892.74
INV. IN = 4882.60 (NW)
INV. OUT = 4882.40 (SW)
EXISTING 42" RCP
FL = 4885.00
EXISTING 42" RCP
FL = 4884.83
EXISTING 42" RCP
FL = 4884.79
EXISTING 42" RCP
FL = 4884.95
EXISTING DRIVEWAY TO REMAIN
EXISTING FH
PAVEMENT REMOVAL AREA
PAVEMENT SAWCUT LINE
EXISTING STREET STRIPING
TO BE REMOVED
PAVEMENT REMOVAL AREA
EXISTING BARRICADE
TO BE REMOVED
EXISTING BARRICADE
TO BE REMOVED
EXISTING BARRICADE
TO BE REMOVED
EXISTING FH
EXISTING FH
EXISTING FH
TO BE RELOCATED
EXISTING RIPRAP
TO BE REMOVED
EXISTING RIPRAP
TO BE REMOVED
EXISTING RIPRAP
TO BE REMOVED
EXISTING 8" PVC
WATER STUB
EXISTING 8" PVC
WATER STUB
PAVEMENT REMOVAL AREA
PAVEMENT REMOVAL AREA
PAVEMENT REMOVAL AREA
PAVEMENT REMOVAL AREA
PAVEMENT SAWCUT LINE
PAVEMENT SAWCUT LINE
EXISTING 8" PVC
SANITARY SEWER
EXISTING 8" PVC
SANITARY SEWER
EXISTING SSMH
RIM=4892.62
INV. IN=4884.67
INV. OUT=4884.64
EXISTING 42" RCP
FL = 4884.83
EXISTING 15" RCP STORM
INV.=4890.51
SONGBIRD LANE
PERENDALE LANE
DRYSDALE LANE
CUTTING HORSE DRIVE
YEARLING DRIVE
EXISTING 8"
SANITARY SEWER STUB
INV = ±4884.75
EXISTING 4.5'
SIDEWALK
EXISTING 4.5'
SIDEWALK
EXISTING 2'
CONCRETE PAN
EXISTING TEMPORARY FH
& REDUCER TO BE REMOVED
EXISTING 8" PVC
SANITARY SEWER
EXISTING 10" PVC
SANITARY SEWER
EXISTING 12" PVC
SANITARY SEWER
EXISTING 12" PVC
SANITARY SEWER
EXISTING 51' ROW
TO BE VACATED
EXISTING 51' ROW
TO BE VACATED
EXISTING 51' ROW
TO BE VACATED
EXISTING 51' ROW
TO BE VACATED
EXISTING 51' ROW
TO BE VACATED
EXISTING 8"
PVC WATER
EXISTING 8"
PVC WATER
EXISTING SSMH
RIM = 4894.52
INV. IN = 4885.65 (NW)
INV. OUT = 4885.45 (SE)
EXISTING BARRICADE
EXISTING 4" SANITARY SERVICE (TYP.)
EXISTING ROLLOVER
CURB & GUTTER
BUCKING HORSE -
FILING ONE
EXISTING COMBO INLET
GRATE EL.=4894.08
18" INV. OUT=4889.40 (S)
EXISTING COMBO INLET
GRATE EL.=4894.13
18" INV. IN=4889.25 (N)
24" INV. OUT=4889.18 (SE)
EXISTING 24" FLARED END SECTION
INV.=4888.94
EXISTING 8" WATER MAIN
EXISTING 12" SANITARY
EXISTING 3/4" WATER SERVICE (TYP.)
EX1
& DEMOLITION PLAN
EXISTING CONDITIONS A. Reese
L. Seeber
1" = 50'
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Exist\687-004_ECON.dwg LAYOUT NAME: EX1 DATE: Nov 23, 2015 - 4:26pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xTOPO] [687-004_xEXST] [NES-xborder] [687-004_xADJ]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
EXISTING ELECTRIC E
LEGEND:
E
E
EXISTING STORM SEWER
E
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
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.
6. 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.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
Northern Engineering Services, Inc.
Project No. 687-004
Date: October 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
Earth Engineering Consultants, Inc
Geotechnical Exploration Report
Bucking Horse Development - Southeast
Project No. 1122025C
Date: July 19, 2012
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 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 t he 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: NGVD 29 (OLD CITY OF FORT COLLINS DATUM)
City of Fort Collins Benchmark 4-07
Southwest corner of Timberline Rd. and Bear Mountain Dr. due north of new police building on the southwest corner of a catch basin.
Elevation = 4939.66
City of Fort Collins Benchmark 17-92
300 feet south of the southwest corner of East Drake Rd. and Timberline Rd. in the top of an irrigation structure.
Elevation = 4935.51
NOTE: IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NAVD88 = NGVD29 UNADJUSTED + 3.17'
Basis of Bearings
The Northeast line of Tract M, Bucking Horse Filing One as bearing South 49° 38' 07" 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
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 prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the 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.
16. For additional information see separate Erosion Control Report for Bucking Horse - Filing Four.
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. All recommendations of the Preliminary Drainage Report For Bucking Horse Apartments, dated November 24, 2015 by Northern Engineering 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 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. 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.
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\687-004_COVR.dwg LAYOUT NAME: CS2 DATE: Nov 23, 2015 - 4:25pm CAD OPERATOR: luke
LIST OF XREFS: [NES-xborder]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
CONTACT INFORMATION
COVER SHEET
SHEET INDEX
CS1
CS2 GENERAL & CONSTRUCTION NOTES
PV1 PAVING PLAN
UTILITY PLANS FOR
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power-- Todd Vedder (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William 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----------- Wes Lamarque (970) 416-2418 UTILITY PLANS
DR1 DRAINAGE EXHIBIT
PROJECT
LOCATION
EX1 EXISTING CONDITIONS & DEMOLITION PLAN
BEING A REPLAT OF PORTIONS OF SIDEHILL - FILING TWO, BUCKING HORSE FILING ONE, BUCKING HORSE FILING TWO, AND BUCKING HORSE FILING THREE, LOCATED IN SECTION 20,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
DEVELOPER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Nick Haws, PE, LEED AP
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SURVEYOR
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
E N G I N E E R I N G
N O R T H E RN
E N G I N E E R I N G
N O R T H E RN
Bucking Horse, LLC
Ralph Shields
3702 Manhatten Ave., Suite 201
Fort Collins, CO 80526
(970) 229-5900
PROJECT DATUM: NGVD 29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM)
City of Fort Collins Benchmark 4-07
Southwest corner of Timberline Rd. and Bear Mountain Dr. due north of new police building on the
southwest corner of a catch basin.
Elevation = 4939.66
City of Fort Collins Benchmark 17-92
300 feet south of the southwest corner of East Drake Rd. and Timberline Rd. in the top of an irrigation
structure.
Elevation = 4935.51
IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NAVD88 = NGVD29 UNADJUSTED + 3.17'
Basis of Bearings
The Northeast line of Tract M, Bucking Horse Filing One as bearing South 49° 38' 07" East (assumed bearing).
Russell + Mills Studios
Craig Russell, RLA, ASLA
141 S. College Avenue, Suite 104
Fort Collins, CO 80524
(970) 484-8855
OG1 OVERALL GRADING PLAN
GEOTECHNICAL ENGINEER
Earth Engineering Company, Inc.
Lester Litton, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
Earth Engineering Consultants, Inc
Geotechnical Exploration Report
Bucking Horse Development - Southeast
Project No. 1122025C
Date: July 19, 2012
SUBSURFACE EXPLORATION BY:
G1-G4 GRADING PLAN
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
NOV. 24, 2015
PROJECT:
687-004
Sheet
Of 15 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\687-004_COVR.dwg LAYOUT NAME: CS1 DATE: Nov 23, 2015 - 4:25pm CAD OPERATOR: luke
LIST OF XREFS: [NES-xborder]
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
REVIEW SET
E N G I N E E R I N G
N O R T H E RN
11/24/15
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
russell mills
studios
+
FILING FOUR
OU1 OVERALL UTILITY PLAN
U1-U4
TRAFFIC ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING