HomeMy WebLinkAboutBUCKING HORSE FILING FOUR, MIXED-RESIDENTIAL - FDP - FDP160023 - 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
MAY 2016
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 NOTES & 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 Final Drainage Report For Bucking Horse Apartments, dated May 11, 2016 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.
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FES B
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70.47 LF
24" RCP
107.33 LF 24" RCP @ 0.50% @ 0.50%
BLDG 1
EXISTING 2' CONCRETE PAN
INSTALL 2' CONCRETE PAN
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Drng\687-004_EROS.dwg LAYOUT NAME: EC2 DATE: May 10, 2016 - 3:29pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_3D_Proposed]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL UTIL.dwg LAYOUT NAME: D1 DATE: May 10, 2016 - 3:29pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D1
SEWER DETAILS
A. Reese
L. Seeber
NTS
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL UTIL.dwg LAYOUT NAME: D2 DATE: May 10, 2016 - 3:36pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D2
WATER DETAILS
A. Reese
L. Seeber
NTS
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL UTIL.dwg LAYOUT NAME: D3 DATE: May 10, 2016 - 3:29pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D3
WATER DETAILS
A. Reese
L. Seeber
NTS
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL DRAINAGE.dwg LAYOUT NAME: D4 DATE: May 10, 2016 - 3:30pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D4
DRAINAGE DETAILS
A. Reese
L. Seeber
NTS
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL DRAINAGE.dwg LAYOUT NAME: D5 DATE: May 10, 2016 - 3:30pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D5
DRAINAGE DETAILS
A. Reese
L. Seeber
NTS
Date
Date
Date
Date
Date
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer
Water & Wastewater Utility
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL-SITE.dwg LAYOUT NAME: D6 DATE: May 10, 2016 - 3:30pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D6
SITE DETAILS
A. Reese
L. Seeber
N/A
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
1' RAD. (TYP.)
WALK
LANDSCAPED
PLAN ISOMETRIC
PLAN
ISOMETRIC
VARIES
LANDSCAPED AREA
(SEE PLAN) LANDSCAPED AREA
VARIES
(SEE PLAN)
MAX. 12:1
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Details\687-004_DETL-SITE.dwg LAYOUT NAME: D7 DATE: May 10, 2016 - 3:30pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
D7
SITE DETAILS
A. Reese
L. Seeber
N/A
NOT TO SCALE
410
D7
SIGN POST
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN
MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON
WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE
BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON
WASHERS (NYLON WASHER AGAINST SIGN FACE) AND
SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF
POST. L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH NYLON
WASHERS
* 12 Gauge
30" 8" 8"
NOT TO SCALE
TRENCH DETAIL
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
NOT TO SCALE
SIDEWALK DETAIL
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
NOT TO SCALE
STANDARD SIDEWALK
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
BICYCLE RACK FOUNDATION DETAIL
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
VAN-
ACCESSIBLE
PARKING
MIN. MIN.
CAR ACCESSIBLE VAN ACCESSIBLE
OR
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
NOT TO SCALE
HANDICAP PARKING REQUIRMENTS
PLAN-CONCRETE PAD
4" Concrete Pad
ELEVATION
Existing Ground
4" Concrete Pad
6'-6"
13'-0"
by field Engineer
or as directed
2'-0"
CL
CL
Inverted "U" Inverted "U"
1'-6"
ONE IN EVERY EIGHT ACCESSIBLE
SPACES, BUT NOT LESS THAN ONE,
SHALL BE VAN ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
R7-8 ONE SIGN
PER SPACE
REQUIRED
R7-8
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
ONE SIGN
PER SPACE
REQUIRED
R7-8
NO
PARKING
TYPICAL PAVEMENT
MARKINGS
NOT TO SCALE
417
C507
PRIVATE CONCRETE CROSSPAN
\A1;48"
\A1;1"\A1;6"
{NOTES:
}1.PROVIDE CONTROL JOINTS AT 10' INTERVALS.
2.OPTION TO PROVIDE 4" THICK PAN W/ 6" X 6" - W14 X W14 WELDED WIRE REINFORCEMENT.
ROUND STRAIGHT POLE
(RE: ELEC)
HAND HOLE AND COVER
BOND GROUND WIRE TO METAL REBAR
ANCHOR BOLTS (RE: ELEC)
BASE COVER (RE: ELEC)
GROUT AFTER LEVELING POLE
24" DIAMETER CONCRETE POLE BASE
BY G.C. WITH 1" RADIUS, (4) #4
w/ #4 REBAR TIES AT 12" O.C.
FINISHED GRADE
6'-0"
VARIES
6"
24"
MINIMUM
3
4" CONDUIT IN AND OUT
2' MIN. BELOW GRADE
NOTE: CONTRACTOR SHALL COORDINATE AND CONFIRM ALL SITE
LIGHTING WITH ELECTRICAL ENGINEER AND ARCHITECT.
NOT TO SCALE
LIGHT POLE BASE
411
D7
412
D7
413
D7
414
D7
415
D7
416
D7
BUILDING
12:MAX. 1
1.RAMP DETAILS ARE PROVIDED TO ILLUSTRATE CONCEPTS ONLY.
2.SEE SHEETS G1-G4 FOR SITE-SPECIFIC SLOPES AND RAMP
ELEVATIONS.
3.CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EACH RAMP
COMPLIES WITH SECTION 4.7 OF 'ADA STANDARDS FOR ACCESSIBLE
DESGIN' (28 CFR PART 36, APPENDIX A) PRIOR TO POURING CONCRETE.
RAMP NOTES:
{NOTES:
}1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS
CONTAINED IN THE {GEOTECHNICAL INVESTIGATION - "TERRA VIDA II APARTMENTS"} BY CTL THOMPSON, INC. DATED
SEPTEMBER 19, 2013 (PROJ. NO. FC06257-120), AND ANY SUBSEQUENT ADDENDA.
2.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING
SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED
PAVEMENT DESIGN REPORT.
3.SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT.
4.CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
LIGHT DUTY PAVING HEAVY DUTY PAVING
NOT TO SCALE
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
CONCRETE
{PAVEMENT SECTION }
6" CONCRETE
CONCRETE {
PAVEMENT SECTION }
5" CONCRETE
NOT TO SCALE
PRIVATE OUTFALL VERTICAL CURB & GUTTER
1"
6"
4 1/6" 2"
1 1/2"
1'-6" 6"
12"
1'-6"
1 1/2"
6"
1"
6"
6"
4 1/2"
12"
NOT TO SCALE
PRIVATE INFLOW VERTICAL CURB & GUTTER
NOT TO SCALE
RAMP DETAIL
NOT TO SCALE
RAMP DETAIL
NOT TO SCALE
400
D6
PEDESTRIAN RAMP DETAIL
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES
FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE
CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A
MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON"
PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope (max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
NOT TO SCALE
TRUNCATED DOME WARNING FOR ACCESS RAMPS
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
FL FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
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 Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
R1 1/2"
R2"
R2"
TRANSITION CURB TO 0" 6" CURB AREA
TRANSITION CURB TO 0" 6" CURB
WALK
PLAN ISOMETRIC
SEE PLAN
BUILDING
MAX. 12:1
NOT TO SCALE
RAMP DETAIL
CURB TRANSITION TO 0" CURB 6"
NOT TO SCALE
RAMP DETAIL
RAMP TO BE
FLUSH WITH
PAVEMENT
12:1
MAX.
8' MIN
WALK
10' MIN
TRANSITION 6" CURB
TO 0" CURB
TRANSITION 6" CURB
TO 0" CURB
12:1
MAX.
8' MIN
RAMP TO BE
FLUSH WITH
PAVEMENT
R1 1/2"
401
D6
402
D6
403
D6
404
D6
405
D6
406
D6
407
D6
408
D6
NOT TO SCALE
409 CONCRETE SIDEWALK CULVERT
D6
GENERAL NOTES:
1. SIDEWALK SHALL BE 6 IN. THICK.
2. TOP SLAB OF CULVERT SHALL BE SLOPE TO
MATCH SIDEWALK. SEE D-6.
3. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-111.
4. KEY JOINTS WHERE WALLS CONNECT TO TOP
SLAB AND BASE.
5. REINFORCEMENT IN WALLS AND BASE SHALL
BE 3 IN. FROM THE SIDE EXPOSED TO EARTH.
REINFORCEMENT IN TOP SLAB SHALL BE
1 1/2 IN. CLEAR.
SECTION C-C
#4@11" #5@18"
#4@12"
11'-0"
1'-2 1/2"
12"
6"
4'-0"
SECTION B-B
DEPRESSED GUTTER
SECTION A-A
2"
1 1/2" PIPE
SPACER AND
4"
1" R
3"x3"x3/8"
1 1/4" DIA. x 14"
GALV. STEEL ROD -
THREADED 3 1/2"
PLATE DETAIL 1
BACK OF
#5@9" O.C.
EXTEND WALK 6"
ON BOTH SIDES
OF WALK
#4@11" O.C.
SIDEWALK
(TYP.)
3'-0"
6"
VARIES VARIES
3'-6"
11'-0"'
4'-0" OPENING
12"'
(TYP.)
PLAN
3'-6"
6"
A
A
B
C C
B
#4@12" O.C.
#5@9" #4@11"
0.5% SLOPE (MIN.)
SEE DETAIL 1
VARIES VARIES
6"
\A1;6" 8 1/2"
(TYP.)
(TYP.)
(TYP.)
#5@18" O.C.
\A1;VARIES
BACK OF
#4@12" O.C.
2"
1 1/4"LOCK NUT
EDGE OF
STREET
EDGE OF
STREET
#4@12" O.C.
1 1/4" DIA. ROD
(SEE DETAIL 1)
12" R 12" R
SLOPE
#4@12"
#4@12"
#4@12"
CURB
AT TOP
CURB
EXPANSION MATERIAL
EXPANSION
MATERIAL
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700 TDC
1-20-09 D-12B
CONCRETE SIDEWALK CULVERT FOR DETACHED SIDEWALK
FOR DETACHED WALK
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
CONCRETE END SECTIONS
01/31/01 D-15
NBJ
E
C B
E
E
E
E
F F
PLAN
C B
D
A RISE SPAN
END VIEW
PLAN E
F
M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES
SECTION D F-FA
RISSEPAN
END VIEW
F
3 IN.
5 IN.
5 IN.
3 IN.
F
2 FT. 5 IN.
3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,
MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED
WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL.
3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR
2 FT. 7 IN.
PIPE
DIAMETER
F
18 IN. - 30 IN.
36 IN. - 42 IN.
48 IN. - 60 IN.
72 IN. - 84 IN.
5 IN.
6 IN.
9 IN.
CONCRETE JOINT
FASTENER.
LOCATION OF 1 IN.
DIA. HOLES
END SECTION FOR REINFORCED CONCRETE
CIRCULAR PIPE
END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
END SECTION FOR REINFORCED
CONCRETE ARCH PIPE
DIMENSIONS
A B C D E
PIPE
I.D.
IN.
12
15
18
24
30
36
42
48
54
60
72
5 1/2
11 1/2
12
17
18
24
28
27
36
34 1/2
23
26
26
43
53
60
61
70
65
58
75
49
47
48
54
43
37
36
28
35
40
21
72
73
74
97
96
97
97
98
100
98
96
24
29
36
48
60
71
78
84
90
96
108
IN. IN. IN. IN. IN.
SECTION F-F
24
30
36
42
48
54
60
30
38
45
53
60
68
76
19
24
29
34
38
43
48
8 1/2
9 1/2
11 1/8
15 3/4
21
25 1/2
30
39
54
60
60
60
60
60
33
18
24
36
36
36
36
72
72
84
96
96
96
96
48
60
72
78
84
90
96
EQUIVALENT (INCHES)
CIRCULAR
DIAM. (IN.)
NOMINAL (IN.) DIMENSIONS
SPAN RISE A B C D E
24
30
36
48
54
DIAM. (IN.)
CIRCULAR
EQUIVALENT
42
60
72
96
96
96
96
96
(INCHES)
96
8 1/2
9 1/2
11 1/8
25 1/2
A
DIMENSIONS
15 3/4
SPAN RISE
30
21
NOMINAL (IN.)
B C
60
60
60
60
50
60
39
36
36
36
36
46
35
33
78
90
96
84
D
60
72
48
E
29
36
43
50
58
65
72
86
18
22
27
31
36
40
44
54 31 120
72 60 39 99
PLAN
SECTION X-X
GENERAL NOTES:
1. REVISED CDOH M-603-10
2. CONCRETE END SECTIONS ARE TO BE
FURNISHED WITH TOUGE OR GROOVE AS
REQUIRED.
3. INSIDE CONFIGURATION AND JOINT OF CONCRETE
END SECTION AND PIPE SHALL MATCH.
4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN
ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM
OF 15 LINEAR FEET OF THE OUTLET END OF THE
ARE MECHANICALLY LOCKED TOGETHER. END SECTION
LENGHTS, WHEN USED, WILL BE INCLUDED IN THE
15 L.F. REQUIRED.
END VIEW
+
NOT TO SCALE
STANDARD CONCRETE NOTES
CONCRETE END SECTIONS
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
NOT TO SCALE
308 SINGLE COMBINATION INLET
D5
NOT TO SCALE
DOUBLE COMBINATION INLET
3"
5"
4-1/2"
SUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
6'-1"
2'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
GRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
NOTES:
ISOMETRIC VIEW
PLAN VIEW
N.T.S.
\A1;7'-\1" A1;6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
SECTION B-B
\\A1;A1;6" 6'-1"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
DESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
LIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
6'-8"
2'-7"
4"
CURB ADJUSTS
6"
3 1/4" TO 9"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
SECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
DOUBLE CURB INLET
D-44
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
N.T.S.
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;\A1;4' 6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
%%USECTION B-B
\A1;\A1;6" 3'
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
N.T.S. B. MESH, ASTM A-497 GRADE 80
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
CURB ADJUSTS 4" 2'-7" 3'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
N.T.S.
309
D5
311
D5
312
D5
3"
5" 4-1/2"
%%USUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
9'-2"
2'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 1640 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;122.000\0A1;6.0000
\A1;6.0000
\A1;24.0000
\A1;6.0000
N.T.S.
\A1;6.0000
68.0000 MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
68.0000
MAX
3'-0" MIN
\A1;6.0000
N.T.S.
%%USECTION B-B
\A1;6.\0000 A1;110.0000
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
I:\StmWtr\Criteria Manual\D45.dwg 4/7/11
DATE DRAWN: 3/3/05
D45.dwg
DRAWN BY: T. COX
TRIPLE CURB INLET
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
9'-9"
CURB ADJUSTS 4" 2'-7"
3 1/4" TO 9" 6"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7032 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;36.0000
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
DIRECTION SECTION IS VIEWED)
SECTION LINE A-A (ARROWS POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 780 SQ. IN.
DETAIL
D-45
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
NOT TO SCALE
310 DOUBLE COMBINATION INLET
D5
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
300
D4
STORMWATER BEDDING REQUIREMENTS
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD MANHOLE
11/7/00 D-3
NBJ
MANHOLE SHALL BE AS FOLLOWS:
NOTE: MINIMUM INSIDE DIAMETER OF
27 IN. TO 42 IN. (INCL.)
24 IN. OR LESS
VARIABLE
ALTERNATE BASE
8 IN. MIN.
6 IN.
1 SLOPE IN./FT. RECAST MANHOLE
BASE
OVER 42 IN.
PIPE SIZE
2 IN. MIN. POURED INVERT
8 IN. MIN.
1 FT.
1 IN./FT.
SLOPE
2 IN.
18 IN. MAX
48 IN. MAX. DEPTH
30 IN. MIN. DEPTH
5 FT. MIN. DEPTH
RUNGS 12" O.C.
MANHOLE
8 IN. SEE NOTE
24 IN.
24 IN. RING AND COVER - 400 LB.
OR APPROVED EQUAL
DENVER HEAVY BY MACLEAR
FINISHED GRADE
16 IN. MAX
28 IN. MAX
48 IN.
72 DIAMETER 60 IN. IN.
MIN. MANHOLE
POURED CONCRETE
INSIDE AND OUT
GROUT BASE TO CONE
BASE
MANHOLE SECTIONS
ASTM C-478
INSIDE AND OUT
GROUT SHIPLAP JOINT
ECCENTRIC CONE
ASTM C-478
GROUTED INSIDE AND OUT
ADJUSTMENT SHIM
BRICK &/OR CONCRETE
STANDARD MANHOLE SHALLOW MANHOLE WITH FLAT TOP CHANNELING DETAILS FOR MANHOLES
AREA INLET
301
D4
302
D4
303
D4
304
D4
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
NOT TO SCALE
DOUBLE AREA INLET (TYPE 13)
6" 6"
8"
6" 6"
D
INV. ELEV OUT
H (VARIES) SHOWN ON PROFILE
PIPE BEDDING
OUTLET PIPE IN
SIDE OR END WALL
H (VARIES)
STD VALLEY GUTTER SECTION BICYCLE AND PEDESTRIAN
%%uSECTION THRU LENGTH A-A
%%uSECTION THRU WIDTH B-B
6" 3" \A1;6"
Y Y
ALL DIMENSIONS ARE OUT-TO-OUT OF BAR.
X
1'
1'
X X
403
402
401
%%uBENDING DIAGRAM
NOTES:
CONCRETE SHALL BE CLASS B. INLET MAY BE CAST-IN-PLACE OR PRECAST.
CAST-IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES.
EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN.
REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIUMUM CLEARANCE.
STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" EXCEEDS 3 FT. - 6 IN. AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON CONFORMING TO CITY OF LOVELAND SPEC. 05500. GRATES AND FRAMES
SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING.
ALL REINFORCING BARS SHALL BE NO. 4 BARS.
DIMENSIONS FOR C.I.P. PRECAST WALLS & FLOOR THICKNESS ARE MINIMUM 6"
STORM DRAIN MARKER TO BE PROVIDED BY THE CITY OF LOVELAND & INSTALLED PER DIRECTION OF THE CITY.
INFORMATION FROM CDOT STANDARD PLAN M-604-13 IS REFERENCED IN THIS DETAIL.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10" TO 14"
6"
401 @ EQUAL SPACING
AT 9"±
\A1;B 403 @ 8" 403 O.C. @ 8" O.C.
B
A A
6'-3 1/2"
4'
℄ GUTTER TYPE 2
%%uPLAN OF TYPE 13 INLET FOR VALLEY GUTTER
CAST GRATING (TYP.)
Y
SAFE GRATE AND FRAME
BACK FILL WITH CLASS
67 GRANULAR
MATERIAL HAND
TAMPED IN 6" LIFTS.
SLOPE FLOOR
UNDISTURBED GROUND OR
FIRM FOUNDATION MAT'L.
19 1
2"
63 1
2"
4'-0"
402 @ 8" O.C.
305
D4
INLET SCHEDULE
INLET ID INLET TYPE
A2 Triple Combination
A3 Double Combination
A6 Triple Combination
B2 Single Area Inlet
C3 Double Combination
D3 Double Combination
307 INLET SCHEDULE
D4
NOT TO SCALE
RIPRAP SCHEDULE
Storm Line/Culvert Label Riprap
Type
Length
of
Riprap
(ft)
Width
of
Riprap
(ft)
2*d50,
Depth
of
Riprap
(ft)
Storm A Type M 12.00 10.00 1.5
Storm B Type M 10.00 8.00 1.5
Storm C Type M 5.00 5.00 1.5
Storm D Type M 5.00 5.00 1.5
306 RIPRAP SCHEDULE
D4
NOT TO SCALE
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
207
D3
STANDARD INTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS
ALL JUNCTION BOXES MUST BE INSTALLED NO MORE THAN 96 INCHES ABOVE THE FLOOR AND HAVE OPEN
PROVIDE CLEAR AND UNOBSTRUCTED 2 FT. BY 2 FT. MINIMUM ACCESS TO THE COPPERHORN AND SHUTOFF
(IF REQUIRED BY PLUMBING CODE)
PRESSURE REDUCING VALVE
METERS SHALL NOT BE INSTALLED IN CRAWL SPACES.
JUNCTION BOXES SHALL NOT BE INSTALLED IN ATTICS OR CRAWL SPACES.
A SECURE SUPPORT IS REQUIRED FOR COPPERHORNS.
COPPERHORNS WILL BE INSTALLED SO THAT METERS ARE IN A HORIZONTAL POSITION.
5.
7.
6.
4.
3.
2.
GENERAL NOTES:
1.
STANDARD 2 IN. DEEP RECESSED
(SUGGESTED METHOD)
FOR WATER SERVICE LINES
SUPPORT OR BRACING REQUIRED
WATER SERVICE
TO INLET AND OUTLET OF COPPERHORN
SHUT-OFF VALVES WITH HANDLES ATTACHED
(VERTICAL INSTALLATION RECOMMENDED)
AND 48 IN. TO 66 IN. ABOVE FINAL GRADE
MOUNT WITHIN 4 FT. OF ELECTRIC METER
ELECTRIC BOX (SEE NOTES 2 & 3)
1/2 IN. OR LARGER ELECTRICAL
CONDUIT (SEE NOTE 2)
(SEE NOTE 4)
COPPERHORN
3 IN. MIN. FROM WALL
NOT TO SCALE
48 IN. MAX. FROM
BASEMENT FLOOR
SAME SIDE AS THE ELECTRIC METER AND TERMINATED WITHIN 6 INCHES OF THE COPPERHORN. NO FLEXIBLE
ELECTRICAL CONDUIT WILL BE 1/2 INCH OR LARGER ELECTRICAL METALLIC TUBING ONLY, INSTALLED IN
CONFORMANCE WITH ARTICLES 347 AND 348 OF THE CURRENT NATIONAL ELECTRIC CODE. CONDUIT MAY
NOT EXTEND MORE THAN 75 FEET BETWEEN JUNCTION BOXES. CONDUIT WILL BE CONNECTED TO A RECESSED
EXTERIOR ELECTRICAL BOX MOUNTED WITHIN 1 FOOT OF THE FRONT CORNER OF THE STRUCTURE ON THE
VALVES.
PVC CONDUIT ALLOWED.
ACCESS.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD INTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 14
4/11/11
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR
SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% MINIMUM GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX.
ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER BOX WALL ON OUTLET SIDE.
GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER
TO 1/2 INCH ABOVE FINAL GRADE.
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING,
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
1.
2.
3.
4.
5.
6.
7.
14 IN. MIN. ALLOWED
CAST IRON FROST
PROOF METER BOX
COVER
COMPRESSION TYPE
CONNECTION
LOCK TYPE
INLET VALVE
TYPE "K"
COPPER
PIPING
48 IN.
10 IN.
INSTALL LID 1/2 INCH ABOVE
FINAL LANDSCAPED GRADE
FLOW
METER BOX
METER
GENERAL NOTES
2 FT. MAX.
CURB BOX
64 IN. (NO OR EXTENSIONS) ALTERATIONS
CAST IRON RECESSED LID
WITH WORM LOCK
RUBBER OR PLASTIC
INNER LID
NO TREES WITHIN 10 FEET OF METER BOX.
NO FOR FITTINGS MIN. OF 5 FT.
18 IN. MAX. ALLOWED
15 IN. RECOMMENDED
C.L. OF METER
CONNECTION
6 INCH LAYER OF GRAVEL
(3/4 IN.- 1 1/2 IN.) UNDER METER BOX
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS 15
4/11/11
BASIN.
NOT TO SCALE
208
D3
STANDARD EXTERIOR SETTING FOR
3/4 IN. AND 1 IN. WATER METERS
6"
CONNECTION
COMPRESSION
8" LAYER OF 3/4" TO 1 1/2" GRAVEL
SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH
IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING,
GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER
ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 5 FEET FROM METER PIT WALL ON OUTLET
NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT
DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, SIDEWALK, DRAINAGE DITCH OR DETENTION
AND NO TREES WITHIN 10 FEET.
BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS.
IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE.
TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE.
MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT.
SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER.
9.
8.
7.
6.
5.
1.
3.
2.
%%uGENERAL NOTES: 8"
12"
(MIN.)
PIPE BRACE
1" DIA. IRON
(TYP.)
2' (MAX.)
2% SLOPE
GRADE RINGS (IF REQUIRED)
PRE-CAST CONCRETE
BEFORE BACKFILLING
AND GROUT KNOCKOUT
ARMOUR-FLEX TUBING
MANHOLE
PRECAST CONCRETE
CURB BOX
(TYP. ALL JOINTS)
PLASTIC GASKETS
PRE-FORMED
1-1/2" METERS
FLOW
2" METERS
17 1/4" FOR
13 1/4" FOR
SETTER
METER
12" O.C.
MANHOLE RUNGS
48"
ALUMINUM MANHOLE RING AND
COVER WITH LOCK NUT
24"
54" (MIN.)
66" (MAX.)
INSTALL LID 1/2 IN. ABOVE
FINAL LANDSCAPED GRADE
MASTIC
MORTAR OR
16" (MAX.)
7" (MIN.)
FINISHED GRADE
AMR POD (FORD YOKE BOX
PART #YUC-7 WITH FORD
YOKE BOX LID PART #YL-TP
WITH 1 27/32" DIA. HOLE
AND REMOVABLE PLUG)
3" (MAX.)
1" (MAX.)
1/2" EMT OR PVC
VAULT OR PIT TOP
INTO YOKEBOX
2' (MAX.)
3/4" ROCK FOR GRADE
ADJUSTMENT (IF REQ'D)
12"
(MIN.)
(MAX.)
(TYP.)
TOP OF AMR LID TO
BE 1/2" ABOVE
FINISHED GRADE
CONDUIT THROUGH
10. A SEPERATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER.
4. THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSABLE FOR METER READING AND MAINTENANCE.
CURB STOP
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS
16A
4/11/11
SIDE.
BASIN.
NOT TO SCALE
209
D3
STANDARD SETTING FOR 1-1/2 IN.
AND 2 IN. WATER METERS NOT TO SCALE
210
D3
STANDARD SETTING FOR 1-1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW)
%%UPLAN 48" DIA. VIEW
BEFORE BACKFILLING
ARMOUR-FLEX TUBING
AND GROUT KNOCKOUT
BOX
CURB
FLOW
2' (MAX.)
1" DIA. IRON
(TYP) PIPE BRACE
MANHOLE RUNGS
BELOW LID)
METER (PLACED
12" O.C.
24" DIA.
PRECAST CONCRETE
MANHOLE
8" x 8" CONCRETE
BLOCK (TYP.)
AND REMOVABLE PLUG)
WITH 1 27/32" DIA. HOLE
YOKE BOX LID PART #YL-TP
PART #YUC-7 WITH FORD
AMR POD (FORD YOKE BOX
%%uGENERAL NOTES:
1. LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY.
2. SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION.
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD SETTING FOR 1 1/2 IN. AND
2 IN. WATER METERS (PLAN VIEW) 16B
4/11/11
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NOT TO SCALE
200
D2
WATER MAIN BEDDING REQUIREMENTS
BOTTOM OF PIPE AND A MINIMUM OF 12 INCHES ABOVE TOP OF PIPE.
GRANULAR BEDDING MATERIAL SHALL BE A MINIMUM OF 4 INCHES BELOW
INITIAL 12 IN. LIFT MIN.
PIPE O.D.
4 IN. MIN.
GRANULAR MATERIAL
BEDDING ZONE
%%UNOTE:
* INITIAL LIFT SHALL NOT EXCEED 2 FEET IN DEPTH.
TRENCH WALL
LOWER LIMIT OF
SLOPING
TRENCH IN WIDTH SECTION AS 02221 SPECIFIED
*
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN BEDDING
REQUIREMENTS (DIP & PVC) 1
4/8/11
NOT TO SCALE
201
D2
STANDARD CONCRETE THRUST BLOCKS
PIPE
SIZE BENDS TEE OR
DEAD
END
22 1/2%%D 45%%D 90%%D
6"
8"
12"
1.0
1.5
3.0
1.5
2.5
4.5
2.5
4.5
9.0
4.5
8.0
16.5
3.5
5.5
12.0
MINIMUM BEARING SURFACE AREA
(SQ. FT.)
Bearing surface areas shown in chart are minimum.
All fittings to be wrapped with polyethylene.
Pipe installed under conditions different from those
normally encountered shall require thrust blocks
designed for those particular conditions.
Thrust blocks on pipe larger than 16 inches diameter
shall be designed for conditions existing at the
installation site.
Refer to Section 03300 for concrete requirements.
1.
2.
3.
4.
5.
GENERAL NOTES:
UNDISTURBED
SOIL
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BOND BREAKER
POLYETHYLENE BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
UNDISTURBED
SOIL
BEARING
SURFACE
SOIL
UNDISTURBED
BEARING
SURFACE
POLYETHYLENE
BOND BREAKER
BEDDING
MATERIAL
2/3 DIA.
%%UTEE
%%UTYPICAL BEND
%%UTYPICAL CROSS-SECTION
%%UDEAD END
BEARING SURFACES ARE A MINIMUM REQUIREMENT
AND DO NOT RELIEVE DESIGN ENGINEER OF
RESPONSIBILITY TO DESIGN EACH THRUST BLOCK.
16" 4.8 9.6 18.9 34.7 24.5
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
STANDARD CONCRETE
THRUST BLOCKS
2
4/8/11
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
(REF. SECTION 02644)
THRUST BLOCK
12 IN.
POLYETHYLENE.
JOINTS
RESTRAINED
(REF. SECTION 02644)
HYDRANT GRAVEL
6 INCH DIA. PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
LOCATOR STATION
(SEE DETAIL 25)
WATROUS PACER 250
NUMBER A-423 OR
MUELLER HYDRANT
22 IN.
18 IN. to
THRUST BLOCK
SWIVEL TEE
SECTION 02641)
MAIN ONLY)
(PVC WATER
TRACER WIRE
(REFERENCE
VALVE BOX
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
FIRE HYDRANT INSTALLATION
3
4/8/11
NOT TO SCALE
202
D2
FIRE HYDRANT INSTALLATION
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE DETAIL 2 FOR THRUST BLOCK SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. PIP AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
SEE DETAIL 4B FOR GRAVITY BLOCK SIZING.
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
4.
3.
2.
1.
49"-66"
>66"
25"-48"
4"-24"
D
UTILITY BEING CROSSED
THRUST GRAVITY BLOCK (TYP.)
ANCHOR (TYP.)
SEE DETAIL 4B
SEE DETAIL 2
L (ft)
(Typ)
18 IN.
MIN.
D L (ft)
STREET GRADE
7'
10'
5'
3'
L(ft)
WATER MAIN
PROPOSED
(TYP.)
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
4A
4/11/11
NOT TO SCALE
203
D2
WATER MAIN LOWERING
WATER MAIN
SIZE (INCHES)
BENDS
45%%D 22 1/2%%D
6
8
10
TRENCH BOTTOM
REINFORCING BAR
(SEE TABLE)
16 14
12
4
CONCRETE GRAVITY 3 (FT. ) BLOCK VOLUME
(FT. 3 ) (FT. 3 )
15.9
35.3
62.4
8.6
19.1
33.8
4.4
9.7
17.2
95.4
136.4
184.7
51.6
73.8
100.0
26.3
37.6
51.0
240.9 130.4 66.5
LESS THAN
60CF
90CF
200CF
133CF
400CF
600CF
NO. OF BARS & SIZE
2
2
2
2
2
3
1/2 IN.
5/8 IN.
3/4 IN.
BAR SIZES FOR 150 P.S.I.
RESTRAIN ALL FITTINGS AND JOINTS.
VOLUMES SHOWN IN TABLE ARE BASED
ON 150 P.S.I. INTERNAL STATIC PRESSURE.
VALUES FOR ANY PRESSURE MAY BE
OBTAINED BY MULTIPLYING TABULATED
VALUES BY A CORRECTION FACTOR "F".
"F" =
(REQUIRED FOR VERTICAL BEND GRAVITY
ANCHORS FOR 150 P.S.I. PRESSURE).
NOTE:
ACTUAL PRESSURE
150
%%UGRAVITY ANCHOR DETAIL
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
WATER MAIN LOWERING
GRAVITY BLOCKS
4B
4/11/11
NOT TO SCALE
204
D2
WATER MAIN LOWERING GRAVITY BLOCKS
All residential water service shall be installed in the center of the lot
All water and sanitary sewer service shall have a minimum
of the curb stop and meter pit, and no trees within 10 feet of curb and meter pit.
No landscaping (shrubs, boulders, etc.), retaining walls or fences allowed within 4 feet
Use type K copper for the service from the corporation stop to a minimum of 5 feet
up to and including the curb stop. The owner is responsible for service from the
The City is responsible for maintaining the water main, corporation stop, and service piping
Locate curb box and meter pit according to the approved utility drawings.
Install 1 1/2 inch and 2 inch services with tapped tee and corporation stop at time of
Use direct tap (as shown) for 3/4 inch and 1 inch services unless water main is PVC,
unless otherwise approved by the Utility.
horizontal separation of ten feet.
No couplings allowed between curb stop and meter setting.
curb stop, including the outlet coupling to the building.
construction or use a tapping saddle.
in which case, use a tapping saddle.
GENERAL NOTES
9.
8.
4.
6.
7.
5.
WATER MAIN
3.
2.
1.
IN FACE OF CURB
CUT 4 INCH CROSS
CORPORATION STOP FOR
PAVEMENT
CURB STOP
CURB
BOX
66 INCH MAX.
54 INCH MIN.
CURB, GUTTER AND
SIDEWALK
DISTANCE VARIES 1 FT.
PROPERTY OR EASEMENT LINE
GRADE
FINAL LANDSCAPED
REVISED DATE:
DETAIL
TITLE OF DRAWING
FIELD OPERATIONS
(970) 221-6700
UTILITIES - WATER
FORT COLLINS, CO. 80550
CITY OF FORT COLLINS
P.O. BOX 580
TYPICAL WATER SERVICE
11
4/12/11
1 1/2 INCH OR GREATER
CORPORATION STOP FOR 3/4
AND 1 INCH SERVICES
SERVICES
1 INCH SERVICES
NOT TO SCALE
205
D2
TYPICAL WATER SERVICE
WET UTILITY SERVICE TABLE
TAP &
METER
SIZE
SUPPLY
LINE
SIZE
FIRE SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
206 SERVICE SCHEDULE
D2
NOT TO SCALE
WATERLINE LOWERING ELEVATIONS
# CROSSING DESCRIPTION 1 2 3 4 D T
A STORM DRAIN A AND CUTTING HORSE DRIVE 4891.01 4888.43 4888.43 4891.01 24" 2.6
B STORM DRAIN C AND PRIVATE DRIVE 4886.41 4884.92 4884.92 4886.41 15" 1.5
C STORM DRAIN C AND LUSITANO LANE 4886.01 4885.45 4885.45 4885.84 15" 0.6
D STORM DRAIN D AND PRIVATE DRIVE 4884.80 4884.25 4884.25 4884.8 15" 0.6
1
2 3
4
T (ft)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
BEDDING REQUIRMENTS
WW-1
NBJ
4/11/11
NOT TO SCALE
100
D1
BEDDING REQUIREMENTS STANDARD MANHOLE SERVICE WYE DETAIL
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE
2 IN. MIN.
SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
18 IN. TO 30 IN. 60 IN.
OVER 30 INCHES 72 IN.
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE
5 FT. MIN. DEPTH
CONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.
48 IN. MAX.
VARIABLE
28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
STANDARD MANHOLE
WW-3
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
SEWER CONSTRUCTION DETAILS APPROVED: DRAWN BY: DETAIL
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
SERVICE CLEANOUT REQUIREMENTS
2.
3.
1.
SLOPE TO MATCH
SRV. GRADE AS REQ'D
TRAFFIC/PAVED AREAS
NTS
6" PVC
PIPE
CUT TO MATE
w/ BELL
FLOW
CONTINUATION
OF SEWER LINE
COUPLING
SRV. PIPE
4"-45%%D
6"ELBOW x6"x4"
VARIES
COMPACTED GRANULAR
4" PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
MATERIAL
PVC SLIP
VALVE BOX AND COVER W/
"SEWER" CAST INTO COVER
SCREW-ON WATER
TIGHT PLUG
4.
2'x2'x6" DEEP
SEWER SERVICE CLEANOUTS SHALL BE INSTALLED AS NEAR AS PRACTICAL TO BUILDING CONNECTION, AT ALL BEND COMBINATIONS GREATER THAN 45%%D AND AT A MAXIMUM SPACING OF 100'. NO SINGLE BEND GREATER
THAN 45%%D SHALL BE ALLOWED. CONCRETE COLLAR
CLEANOUTS SHALL MEET ALL REQUIREMENTS OF THE UNIFORM PLUMBING CODE.
FERNCO OR CAULDER COUPLINGS SHALL NOT BE ALLOWED AT SPLICES, UNLESS EXIST. SEWER SERVICE IS CLAY.
CLEANOUT SHALL BE CONSTRUCTED SO THAT SURFACE LOAD WILL NOT BE TRANSFERRED TO MAIN
ELBOW COMPACTED GRANULAR
4"-45%%D
6"x6"x4"
SRV. GRADE AS REQ'D
w/ BELL
CUT SRV. TO MATE PIPE
VARIES
PIPE
6" PVC
FLOW
SLOPE TO MATCH
MATERIAL
TOP OF ELBOW
BEDDING ZONE TO
FROM BOTTOM OF
& FITTINGS (TYP.)
4" PVC SDR 35 PIPE
OVER CLEANOUT
PVC COUPLING SLIP
OF SEWER LINE
CONTINUATION
ACCESS COVER
HEAVY-DUTY
FINISHED GRADE
LANDSCAPED AREAS
NTS
6"
MIN.
SANITARY SEWER CLEANOUT
NOT TO SCALE
101
D1
102
D1
103
D1
WET UTILITY SERVICE TABLE
TAP &
METER
SIZE
SUPPLY
LINE
SIZE
FIRE SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
104 SERVICE SCHEDULE
D2
NOT TO SCALE
- Filing Four
EC2
EROSION CONTROL DETAILS
A. Reese
L. Seeber
1"=50'
CONCRETE WASHOUT AREA VEHICLE CONTROL TRACKING PAD CURB INLET PROTECTION
NOT TO SCALE
4
EC2
3
EC2
1
EC2
ROCK SOCK DETAIL
NOT TO SCALE
2
EC2
0" ON BEDROCK
OR HARD SURFACE,
2" IN SOIL
ROCK SOCK SECTION ROCK SOCK PLAN
4" TO 6" MAX AT CURBS,
OTHERWISE 6"-10" DEPENDING
ON EXPECTED SEDIMENT LOADS
ROCK SOCK JOINTING
\A1;12"
\A1;12"
{ROCK SOCK INSTALLATION NOTES
}1.SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE
(ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET
(1{}" MINUS).
3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR
EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM
ROLL WIDTH OF 48".
4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6"
CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS.
5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN
ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK
AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6.
CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
\A1;R=5'
PAVED SURFACE
\A1;20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CWA
MANHOLE
ROCK BERM SHALL
2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
IP
GM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
GM EM
EM GM
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
SF
SF SF SF SF
SF SF
SF SF
SF SF
SF SF
SF SF
SF SF
SF
SF SF
SF
SF
SF
SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF
SF
SF
SF
SF SF
SF SF
FDC
FDC
FDC
FDC
FDC
FDC
FDC FDC
FDC
FDC
FDC
FDC
FDC
FDC
NANCY GRAY AVENUE
(76' PUBLIC ROW)
GOOSEBERRY LANE
(51' PUBLIC ROW)
BLUE YONDER WAY
(51' PUBLIC ROW)
YEARLING ROAD
(51' PUBLIC ROW)
CUTTING HORSE DRIVE
(51' PUBLIC ROW)
MILES HOUSE AVENUE
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
ANDALUSIAN STREET
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
SW
SW
SW
SW
SW
SW
SW
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
RS
VTC
CWA
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
IP IP IP
IP
IP
IP
IP
IP
IP
IP
NORTH
( IN FEET )
1 inch = ft.
30 0 30 Feet
30
60 90
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
BENCHMARK/BASIS OF BEARING
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
SILT FENCE SF
INLET PROTECTION IP
ROCK SOCK RS
VEHICLE TRACKING PAD VTC
SF
CONCRETE WASHOUT AREA CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
FIELD SURVEY BY:
GENERAL NOTES:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NO. 687-004
DATE: OCTOBER 28, 2013
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
Note: IF NACD 88 Datum is required for any purpose, the following equations should be used:
NAVD 88 = NGVD 29 UNADJUSTED + 3.18' (FOR BM 4-07)
NAVD 88 = NGVD 29 UNADJUSTED + 3.19' (FOR BM 17-92)
BASIS OF BEARING
The Northeast line of Tract M, Bucking Horse Filing One as bearing South 49° 38' 07" East (assumed
bearing).
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 2.80 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT
AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE SEE SEPARATE FINAL DRAINAGE REPORT FOR BUCKING HORSE
APARTMENTS, DATED MAY 11, 2016FOR ADDITIONAL INFORMATION.
PLANTED RIPRAP PROTECTION RP
PERMANENT BMP'S
TEMPORARY BMP'S
EROSION CONTROL FABRIC EF
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Drng\687-004_EROS.dwg LAYOUT NAME: EC1 DATE: May 10, 2016 - 3:29pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_3D_Proposed]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
EC1
(STATIC SITE PLAN)
EROSION CONTROL PLAN A. Reese
L. Seeber
1"=50'
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES
ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR
PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY
DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO
CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING
(CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION
CONTROL MEASURES ACCORDING THE THE CONSTRUCTION
SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL
SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM,
UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,
HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND
ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER
PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE.
PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO
THE SURROUNDING SURFACE TYPE AND CONDITION (i.e.,
STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE
SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED
(100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL
DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS
AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE
LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS
SHALL BE STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE
WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING
OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO
CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND
WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS,
DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH
TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL
STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON
PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT
SITE STABILIZATION METHODS.
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION SEQUENCE AND BMP
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (RS)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
Rip Rap (RP)
Erosion Control Fabric (EF)
TF TF
TF
TF TF TF
TF
TF
TF
TF
TF
TF
TF
EM
EM
EM
EM
GM
EM
GM
GM
GM
GM
GM
EM
GM
GM
GM
GM
TF
GM
GM
GM
GM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
EM
GM
GM
GM
GM
GM
EM
GM
GM
GM
EM
EM
GM
GM
GM
GM
GM
TF
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM GM
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
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
PROPOSED STORM DRAIN PROPOSED STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED SUBDRAIN
OS1
4.96
OS2
4.44
2
3.18
3a
3.56
5
5.82
1
1.22
OS4
0.64
OS3
2.33
4
1.43
4
1
5
3a
2
OS1
OS2
OS4
OS3
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
EXISTING STORM DRAIN
NANCY GRAY AVENUE
MILES HOUSE AVENUE
3b
3.08
3b
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
NOTES:
1. REFER TO THE FINAL DRAINAGE REPORT FOR BUCKING HORSE APARTMENTS,
DATED MAY 11, 2016 FOR ADDITIONAL INFORMATION.
2. TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
BENCHMARK
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
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
Note: If NAVD 88 Datum is required for any purpose, the following equations
should be used:
NAVD 88 = NGVD 29 Unadjusted + 3.18' (FOR BM 4-07)
NAVD 88 = NGVD 29 Unadjusted + 3.19' (FOR BM17-92)
Basis of Bearings
The Northeast line of Tract M, Bucking Horse Filing One as bearing
South 49° 38' 07" East (assumed bearing).
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
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"=80'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Drng\687-004_DRNG.dwg LAYOUT NAME: DR1 DATE: May 10, 2016 - 3:28pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xEXST] [687-004_xSITE] [687-004_xADJ] [NES-xborder] [687-004_xGRAD] [687-004_xTOPO]
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
05/11/16
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
UD
UD
UD UD
\A1;38.6'
23.2%
12.2%
21.2%
7.3%
POOL
14.4%
7.4%
24.3%
22.8%
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
MILES HOUSE AVENUE
MILES HOUSE AVENUE
(PRIVATE DRIVE)
BUCKING HORSE-
FILING THREE
BUCKING HORSE-
FILING TWO
CALABRESE STREET
(PRIVATE DRIVE)
EXISTING 18" RCP
(2) - EXISTING 18" RCP
EXISTING 24" RCP
N:16814.86
E:12564.55
NANCY GRAY AVENUE
EXISTING 30" RCP
N:16899.16
E:12481.75
EXISTING 18" RCP
5.7%
0.8%
0.8%
8.1%
4.6%
0.8%
0.8%
1.3%
1.2%
1.5%
1.5%
3.8%
1.5%
5.8%
4.2%
1.5%
92.04
91.53
91.51
91.73
93.47
93.15
93.02
93.40
94.12
94.09
94.14
94.44
93.17
93.22
94.14
94.55
95.39
95.28
94.55
94.44
94.41
94.25
94.04
93.99
95.87
96.15
96.46
95.66
95.36
95.22
95.26
95.56
95.07
95.00
94.99
95.48
96.82
95.73
96.82
95.93
95.92
93.20
93.05
93.15
93.52
91.40
90.94
90.92
96.30
96.34
95.25
93.05
92.39
(92.37)
(94.26)
CLUBHOUSE
FFE=92.04
91.90
92.11
94.55
93.24
96.20
96.27
94.85
94.97
94.99
94.02
94.05
93.85
92.90
93.14
94.06
94.05
BLDG 19
FFE=97.23
BLDG 18
FFE=95.49
BLDG 17
FFE=94.56
BLDG 16
FFE=93.64
95.86
93.89
92.07
93.82
94.06
93.62
93.95
94.14
92.45
92.62
92.03
95.59
(92.13)
(92.47)
(91.86)
(92.24)
91.96
91.43
91.64
(92.68)
(93.13)
BLDG 14
FFE=97.24
BLDG 15
FFE=96.14
BLDG 15
FFE=94.64
(93.46)
(93.08)
93.31
93.80
96.15
96.11
93.14
95.31
94.26
95.19
92.04
92.00
91.95
90.51
90.50
94.32
92.40
95.53
94.37
90.43
91.90
92.04
2.0%
4.3%
5.0%
4.3%
5.0%
4.7%
5.0% 5.0%
93.98
95.07
93.97
94.38
93.77
93.67
93.66
93.96
93.98
93.98
93.99
93.77
93.96
95.06
95.19
95.59 95.49
95.59
95.48
95.59
95.48
95.49
94.80
96.71
96.38
96.58
96.58
96.58
96.50
92.04
91.37
91.37
91.37
91.37
92.04
93.64 93.64
93.64
93.64
93.64
93.64
93.64
93.64
93.64
93.64
93.64
93.64
93.64
94.56
94.56
94.56
94.56
94.56
94.56
94.56
94.56
94.56
94.56
94.56
94.56
95.49
95.49
95.49
95.49
95.49
95.49
95.49
95.49
95.49
95.49
95.49
97.23
97.23
97.23
97.26
97.26
97.26
97.23
97.23
97.23
97.23
97.23
97.23
PROPOSED 12" HDPE
PROPOSED 12" HDPE
92.00
92.83
95.35
97.25
96.84
PROPOSED 18" FES
EXISTING
WETLANDS 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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G4 DATE: May 10, 2016 - 3:27pm 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_KEYMAP] [687-004_xADJ] [687-004_3D_Proposed]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
G1
G2
G4
G3
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW 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.
7. TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
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 INFLOW CURB AND GUTTER
X
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
C
T
CO
CO
W W
20.1%
21.9%
32.4%
23.2%
9.8%
POOL
29.7%
26.6%
11.9%
11.7%
13.8%
25.0%
36.6%
PROPOSED
RAIN GARDEN
YEARLING ROAD
BLUE YONDER WAY
CALABRESE STREET
(PRIVATE DRIVE)
ANDALUSIAN STREET
(PRIVATE DRIVE)
BUCKING HORSE-
FILING THREE
GOOSEBERRY LANE
STORM DRAIN A
SEE SHEET
ST1
NANCY GRAY AVENUE
N:17213.72
E:11584.51
LANDSCAPE RETAINING WALLS
0.8%
1.2%
4.2%
3.7%
6.4%
1.5% 1.0%
1.5%
2.0%
1.5%
4.4%
3.7%
1.5%
3.9%
1.4%
2.5%
0.9%
1.5%
2.3%
6.0%
1.5%
1.4%
1.5%
1.4%
1.5%
PROPOSED
RAIN GARDEN
0.9% 2.0%
1.8%
2.0%
0.3% 1.9%
3.5%
20.8%
3-6" STEPS
5.0%
5.0%
4.3%
14.4%
4.3%
12.8%
2.0%
0.9%
1.4%
2.0%
95.87
96.15
96.46
96.82
95.93
95.92
96.85
96.77
96.75
97.11
97.10
97.12
97.46
96.42
96.48
96.59
96.46
97.49
98.00
0.26
2.23
2.20
2.50
97.63
97.56
97.54
98.48
98.96
98.90
99.01
1.49
2.32
2.35
2.50
2.66
2.70
(2.82)
0.48
0.39
98.42
98.36
98.39
98.81
96.09
95.63
95.63
95.93
97.38
97.02
97.17
97.37
97.20
97.30
96.82
96.71
96.73
96.75
95.27
95.34
95.83
96.83
97.24
96.30
96.34
98.46
2.28
2.26
97.23
96.15
96.47
95.80
95.67
96.87
96.91
96.90
97.08
97.27
97.40
97.63
98.96
98.00
98.60
98.86
98.32
98.21
2.37
2.24
0.91
(3.12)
2.77
2.38
2.15
0.64
1.00
98.96
97.30
96.83
96.71
96.28
95.79
95.69
96.55
96.85
96.47
97.32
96.76
96.71
96.46
95.67
(3.23)
(3.38)
(3.31)
(2.76)
(1.80)
(1.24)
(0.09)
(99.86)
(99.44)
94.75
91.90
96.41
96.56
95.93
95.42
94.55
93.24
98.05
0.97
0.36
98.37
97.71
96.79
96.38
98.59
98.69
97.66
96.36
99.52
96.99
93.85
BLDG 23
FFE=2.74
BLDG 22
FFE=99.38
BLDG 21
FFE=98.04
BLDG 20
FFE=97.26
BLDG 19
FFE=97.23
96.69
0.56
95.59
FFE=97.81
(2.92)
(4.16)
(2.90)
(4.70)
(5.25)
(4.90)
(3.74)
(3.85)
(3.19)
(3.20)
(3.65)
(2.15)
(2.41)
(2.05)
(3.03)
BLDG 12
FFE=99.07
BLDG 12
BLDG 11 FFE=0.07
FFE=2.20
BLDG 11
FFE=0.70
BLDG 13
FFE=97.56
BLDG 13
FFE=98.06
BLDG 14
FFE=98.74
BLDG 14
FFE=97.24
BLDG 15
FFE=96.14
97.07
95.87
95.54
96.61
96.85
2.34
97.16
96.39
96.15
96.11
93.14
97.47
95.65
97.67
3.18
2.81
95.31
96.01
95.63
96.44
0.94
0.61
(2.71)
96.90
98.67
95.56
97.90
98.37
99.26
98.84
96.13
97.58
96.86
96.46
97.20
97.03
96.77
98.27
0.59
0.72
99.17
98.75
98.14
0.03
1.69
97.10
97.18
92.04
92.00
91.95
94.32
96.62
99.25
96.70
96.48
96.50
96.47
95.53
96.09
96.45
97.18
96.69
96.30
96.08
96.05
96.43
95.58
91.90
92.04
0.96
99.51
99.21
98.21
99.93
99.16
98.88
4.7% 5.0%
4.0%
5.3%
0.4% 2.0% 4.0% 2.1%
2.0%
1.2%
2.0% 2.0% 5.0% 4.4%
3.5% 3.0% 5.0% 5.0%
93.77
93.96
95.06
95.19
95.59 95.49
95.59
95.48
95.59
98.08
98.08
98.08
98.08
97.78
97.55
97.34
97.22
97.48
98.08
97.29
96.71
96.46
96.38
96.58
96.58
96.58
96.50
96.98
97.08
98.08
97.78
97.79
97.74
98.90
98.70
98.81
98.69
98.76
99.40
99.70
99.81
99.40
99.52
99.40
99.40
99.40
99.40
99.40
99.51
99.25
99.46
98.46
98.75
98.90
99.01
98.93
98.90
98.90
98.90
98.90
1.53
1.53
1.15
1.07
0.77
1.07
0.55
0.24
99.84
0.03
0.03
0.14
0.14
0.03
0.03
0.03
0.48
1.53
1.53
1.77
1.75
1.53
0.96
1.26
0.32
98.81
98.81
99.19
97.37
97.39
97.39
97.39
97.50
97.39
97.41
97.10
97.39
96.60
96.91
96.69
96.69
97.17
96.99
96.95
97.41
97.18
97.30
97.39
97.39
99.47
97.26
97.26
97.26
97.23
97.23
97.23
97.23
97.23
97.26
97.26
97.26
97.26
97.26
97.26
98.04
98.04
98.04
98.04
98.04
98.04
98.04
98.04
99.38
99.37
99.37
99.37
99.37
99.37
99.39
99.38
99.36
2.74
2.74
2.74
2.74
2.74
2.74
2.74
2.74
FFE=96.75 FFE=96.50
PROPOSED 12" HDPE
95.35
95.95
3-6" STEPS
3-6" STEPS
97.14
97.62
0.72
97.25
96.84
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 G4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G3 DATE: May 10, 2016 - 3:27pm 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_KEYMAP] [687-004_xADJ] [687-004_3D_Proposed]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
G1
G2
G4
G3
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW 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.
7. TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
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 INFLOW CURB AND GUTTER
X
X X X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X X
X
X
X
X
X X
X
X
X
X X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
\A1;38.6'
X
X
X
X
X X X
X
X
X
X
X
X
X X
X
X
X
X X X
7.3%
6.2%
POOL
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
MILES HOUSE AVENUE
NANCY GRAY AVENUE
LUSITANO LANE
(PRIVATE DRIVE)
MILES HOUSE AVENUE
(PRIVATE DRIVE)
BUCKING HORSE-
FILING TWO
GREAT WESTERN RAILROAD
TRACT A
CALABRESE STREET
(PRIVATE DRIVE)
STORM DRAIN C
SEE SHEET
ST2
STORM DRAIN D
SEE SHEET
ST2
N:17203.96
E:12871.22
N:16814.86
E:12564.55
EXISTING 2' CONCRETE PAN
EXISTING 15" RCP
EXISTING 30" RCP
EXISTING 15" RCP
EXISTING 30" RCP
N:16899.16
E:12481.75
1.0%
1.0% 1.0%
1.0%
12.9%
2.0%
1.5% 1.5%
1.5% 1.5% 3.1%
2.4%
2.9%
1.6%
9.4%
1.5% 1.5%
1.8%
1.2%
1.7%
8.2%
7.8%
1.2%
5.1%
1.5%
5.7%
0.8%
1.5%
1.5%
3.8%
7.5%
4.8%
13.2%
2.9%
5.8%
4.2%
1.5% 1.5%
1.4%
1.5%
3.8%
1.4%
3.1%
1.5%
1.3%
1.5%
1.4%
1.5% 2.0%
5.2%
7.8%
1.7%
2.9%
3-6" STEPS
3-6" STEPS
91.45
89.82
90.47
90.99
91.50
91.51
91.53
91.37
92.04
91.53
91.51
91.73
93.47
92.83
92.72
92.80
92.93
92.48
92.72
92.49
92.72
92.90
92.34
92.08
92.28
92.47
91.82
91.63
91.53
91.67
91.92
91.22
91.06
91.16
91.45
90.63
90.01
90.45
90.45
92.25
92.26
92.21
90.82
90.78
90.80
90.56
91.65
91.36
91.24
91.42
92.17
91.95
91.65
91.85
91.40
90.94
90.92
90.70
90.08
89.90
89.49
89.14
89.30
89.36
89.83
89.84
90.55
90.60
90.59
91.01
90.91
90.27
90.21
91.45
91.35
90.71
90.65
90.67
91.35
91.20
91.14
92.02
91.46
91.80
91.08
92.10
93.05
92.39
91.35
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
89.75
89.46
89.62
89.62
90.56
91.43
90.23
90.42
90.57
90.67
90.66
91.26
91.17
91.30
91.49
91.59
91.54
91.24
91.13
90.63
90.82
91.25
90.87
91.03
(92.53)
(92.46)
(92.68)
(92.89)
(91.50)
(92.37)
BLDG 5
FFE=91.45
CLUBHOUSE
FFE=92.04
90.91
91.90
91.91
92.41
91.35
91.18
91.61
91.48
91.32
91.33
91.43
91.73
91.99
91.69
91.63
91.89
92.02
92.11
91.36
91.31
90.54
90.45
90.64
90.47
90.29
91.01
90.12
89.95
89.97
90.90
89.71
89.67
89.45
89.47
93.24
91.44
91.87
92.90
92.02
92.02
92.02
92.04
92.04
92.07
92.62
92.03
92.03
FFE=89.73
FFE=89.62
FFE=91.21 FFE=90.72 FFE=90.22
FFE=91.71
89.91
(91.64)
(91.95)
(92.00)
(92.42)
(92.00)
(92.25)
(92.87)
(92.00)
(92.37)
(92.64)
(92.31)
(92.55)
(92.17)
(92.44)
(91.50)
(91.41)
(92.19)
(92.13)
(92.13)
(92.56)
(92.47)
(91.86)
(92.24)
91.96
91.43
91.64
91.27
91.38
91.52
91.86
91.69
(92.68)
(93.13)
(93.90)
90.79
BLDG 8
FFE=94.09
BLDG 3
FFE=93.81
BLDG 3
FFE=93.81
BLDG 4
FFE=92.79
BLDG 4
FFE=92.79
BLDG 10
FFE=93.16
BLDG 10
FFE=93.16
BLDG 15
FFE=94.64
(93.46)
(93.45)
(93.08)
(93.08)
91.43
91.46
90.94
90.68
90.56
90.22
93.14
91.61
91.54
91.92
92.22
92.17
91.45
91.37
92.00
91.94
93.15
92.54
91.45
91.46
91.01
89.81
91.12
91.00
90.88
91.06
91.09
91.37
91.64
91.32
91.54
91.82
89.08
(86.80)
(86.07)
90.21
90.29
90.81
90.11
90.87
90.84
91.42
91.13
90.91
91.29
92.08
92.21
91.28
91.35
91.69
92.00
91.76
92.17
91.66
92.52
93.30
92.86
92.41
92.02
92.53
92.53
93.43
93.30
92.81
92.82
94.17
91.79
92.20
92.69
92.11
92.19
92.77
92.00
92.04
92.04
92.00
91.95
90.51
90.50
90.53
91.06
90.62
91.92
92.40
91.34
90.93
90.20
91.91
94.28
92.08
90.23
90.57
91.10
90.57
90.92
92.00
91.99
92.12
(85.51)
(86.39)
91.90
92.04
4.7%
2.0%
4.7%
5.0%
2.0% 0.6%
2.0%
5.2%
4.6%
2.0%
2.0%
0.5%
2.0% 3.4%
4.2% 4.0%
14.1%
4.2%
0.1% 2.0% 4.8% 27.8%
2.7%
2.0%
5.0%
5.0%
93.98
92.16
90.77
90.06
94.49
94.60
93.12
93.81
93.14
93.25
93.14
92.98
93.81
93.12
93.81
93.13
93.81
92.89
92.12
92.12
92.18
92.27
92.23
92.13
91.92
92.07
92.18
91.92
92.12
92.23
92.49
92.48
92.49
92.47
92.45
92.51
91.91 91.71
91.67
92.49
92.52
92.53
92.53
92.53
92.53
92.52
92.69
92.49
92.48
92.49
92.49
92.47
92.60
92.49
93.77
93.67
93.66
93.96
93.98
93.98
93.99
93.96 93.77
93.42
93.41
93.42
93.35
93.42
93.42
93.42
93.42
93.42
92.04
91.37
91.37
91.37
91.37
92.04
92.04
92.04
91.10
91.88
92.04
92.04
93.64
93.64
93.64
93.64
93.64
93.64
91.45
91.45
91.45
91.45
91.45
91.45
91.45
91.45
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 G4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G2 DATE: May 10, 2016 - 3:27pm 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_KEYMAP] [687-004_xADJ] [687-004_3D_Proposed]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
G1
G2
G4
G3
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW 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.
7. TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
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 INFLOW CURB AND GUTTER
X X
X
X X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
X
X
X
X X X
X X X X X X
X
X
X
X
9.8%
9.2%
2.1%
POOL
PROPOSED
RAIN GARDEN
GOOSEBERRY LANE
BLUE YONDER WAY
CUTTING HORSE DRIVE
ANDALUSIAN STREET
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
BUCKING HORSE-
FILING ONE
GREAT WESTERN RAILROAD
TRACT A
EXISTING 2' CONCRETE PAN
N:17734.95
E:11994.09
N:17811.14
E:12058.85
STORM DRAIN A
SEE SHEET
ST1
STORM DRAIN B
SEE SHEET
ST2
STORM DRAIN A
SEE SHEET
ST1
4.2%
3.7%
6.0%
1.5%
1.4%
1.5% 1.5%
1.5% 2.0%
5.2%
7.8%
1.7%
2.9%
1.5%
1.5%
1.5%
1.6%
1.6%
1.5%
2.1%
11.1%
16.5%
5.2%
1.5%
1.5% 1.5%
1.5%
2.0%
1.5%
1.6%
1.8%
2.0%
0.3% 1.9%
0.6% 2.0%
0.4%
2.0%
2.0%
5.6%
5.0%
2.0%
3.5%
20.8%
3-6" STEPS
(95.56)
95.54
95.67
95.69
95.57
95.14
94.10
93.60
93.36
93.39
93.69
92.28
97.37
96.78
94.98
94.56
94.47
94.07
93.61
95.11
96.18
96.01
95.73
(95.60)
94.71
94.63
94.72
94.98
94.14
94.04
94.03
94.09
94.40
93.72
93.54
93.60
93.91
93.23
93.13
93.11
93.18
93.50
92.83
92.72
92.80
92.93
92.48
92.72
94.77
94.78
94.52
93.93
93.66
93.60
93.38
92.49
92.72
92.90
92.25
92.26
92.21
91.65
91.36
91.24
91.42
92.17
91.95
91.65
91.85
94.15
94.20
96.82
96.71
96.73
96.75
91.35
91.20
91.14
92.02
91.46
92.69
92.01
91.95
93.01
92.91
92.27
92.21
92.40
93.39
93.49
92.80
92.69
92.75
93.84
93.94
93.20
95.27
95.34
95.83
93.33
97.23
92.69
91.91
91.29
91.21
96.47
95.80
95.67
96.06
96.47
97.32
96.76
96.71
96.46
95.67
(92.57)
(98.02)
(98.87)
(0.09)
(99.86)
(99.44)
(92.71)
92.79
91.39
90.80
91.52
91.91
92.03
92.31
90.91
96.43
95.35
94.75
93.11
91.90
91.91
92.41
(96.59)
94.45
95.69
95.91
97.41
96.19
95.76
97.81
98.30
91.89
92.59
94.55
95.16
94.66
91.89
92.02
95.93
93.24
(96.08)
(96.10)
FFE=92.70 FFE=92.20 FFE=91.71
FFE=93.69 FFE=93.19
92.77
92.70
92.20
91.78
91.71
(96.20)
(95.87)
(96.55)
(96.84)
(97.00) (96.66)
(96.89)
(96.24)
(97.28)
(96.92)
(96.39)
(96.72)
BLDG 1
FFE=95.99
BLDG 1
FFE=95.99
BLDG 1
FFE=95.66
BLDG 2
FFE=95.16
BLDG 7
FFE=97.63
BLDG 7
FFE=97.63 BLDG 8
FFE=95.86
BLDG 8
FFE=94.09
BLDG 6
FFE=99.48
BLDG 6
FFE=98.48
BLDG 3
FFE=93.81
BLDG 11
FFE=0.70
BLDG 13
FFE=97.56
97.07
93.14
95.08
95.18
95.33
95.42
92.85
91.61
91.54
91.92
94.01
93.96
93.00
94.36
94.69
93.95
93.69
93.60
93.66
93.66
93.69
93.19
93.27
93.31
93.14
93.83
93.44
93.50
92.70
92.21
92.22
92.17
94.03
92.65
92.71
93.10
93.04
92.30
91.91
91.45
91.37
92.00
91.94
93.15
93.55
94.45
94.52
94.64
93.88
95.56
92.54
93.62
(89.41)
(90.10)
93.69
93.07
92.82
92.77
94.17
93.02
94.41
93.40
94.10
93.40
94.74
93.99
95.28
93.91
94.40
94.22
94.58
94.02
94.46
94.00
94.87
95.49
95.23
95.24
93.60
94.11
94.98
93.92
94.39
93.20
91.68
91.68
91.68
94.78
95.38
93.26
93.11
95.61
93.19
98.07
97.90
98.31
97.09
95.83
95.91
96.52
97.25 96.43
96.09
96.68
96.75
93.82
98.75
98.14
0.03
93.41
93.21
92.00
92.04
92.04
92.00
91.95
94.70
98.10
98.10
98.98
98.98
91.68
91.92
99.25
97.61
96.76
95.54
96.18
94.33
94.56
92.91
91.34
92.12
96.70
97.26
96.05
95.58
91.90
92.04
(88.75)
(89.22)
99.51
99.21
98.21
99.93
2.0%
0.8%
2.9%
2.0%
5.0%
4.5%
5.8%
5.0%
96.16
96.58
5.2% 4.0%
4.6%
4.0%
4.0%
3.2%
2.0% 2.0%
4.3%
5.0%
3.6%
2.0%
3.6%
4.0%
4.0%
4.3%
3.5% 3.0% 5.0% 5.0%
1.2% 2.0%
0.8%
2.0% 3.5% 4.1%
92.16
95.33
95.33
95.30
95.31
95.33
95.52
95.23
95.33
95.28
95.33
94.49
94.99
94.55
94.64
94.49
94.60
95.00
94.79
94.42
95.05
94.49
94.64
94.99
95.10
92.98
92.89
93.96 93.77
0.24
99.84
0.03
0.03
0.14
0.14
0.03
0.03
0.03
0.48
0.32
98.81
98.81
98.98
99.03
98.51
98.81
98.43
98.26
98.10
97.81
97.80
97.80
97.81
97.81
97.81
97.81
97.81
98.26
99.19
98.97
99.03
98.81
98.39
98.70
98.09
96.97
96.97
97.37
97.25
97.02
96.97
97.26
97.37
96.97
97.08
96.97
96.97
96.97
96.97
96.97
96.98
96.68
97.02
97.02
96.70
96.97
96.98
97.08
96.97
96.97
96.97
96.97
95.33
95.33
95.09
95.33
95.33
95.24
95.46
95.33
95.33
95.33
95.33
95.33
95.33
95.20
95.20
95.17
94.61
95.20
93.62
93.41
93.42
93.41
93.42
95.20
95.20
95.41
95.20
94.31
93.21
93.32
93.35
93.42
93.42
93.42
93.42
93.42
97.41
97.10
97.39
96.60
96.91
96.69
96.89
96.89
96.89
96.89
96.89
97.00
96.69
97.17
96.99
96.95
97.41
97.18
97.30
95.49
93.60 94.40
94.18
95.36
94.59
94.74
99.47
FFE=96.75 FFE=96.50
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 = 30 FEET
30 30 60 90
G1
GRADING PLAN
A. Reese
L. Seeber
1" = 30'
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G2
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_GRAD.dwg LAYOUT NAME: G1 DATE: May 10, 2016 - 3:27pm 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_KEYMAP] [687-004_xADJ] [687-004_3D_Proposed]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
G1
G2
G4
G3
LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED OUTFLOW 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.
7. TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
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 INFLOW CURB AND GUTTER
X X
X
X
X
X
X X
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 ONE
BUCKING HORSE-
FILING THREE
BUCKING HORSE-
FILING THREE
BUCKING HORSE-
FILING TWO
BUCKING HORSE-
FILING TWO
GREAT WESTERN RAILROAD
TRACT A
BLDG 23
BLDG 22 BLDG 21
BLDG 20
BLDG 19
BLDG 18
BLDG 17
BLDG
16
BLDG 13
BLDG 14
BLDG 15
BLDG 12
BLDG 11
BLDG 7 BLDG 8
BLDG 6
BLDG 1
BLDG 2
BLDG 3 BLDG 4
BLDG 5
CLUBHOUSE
BLDG 10
MILES HOUSE AVENUE
GOOSEBERRY LANE
YEARLING ROAD
BLUE YONDER WAY
NANCY GRAY AVENUE
CUTTING HORSE DRIVE
CALABRESE STREET
(PRIVATE DRIVE)
ANDALUSIAN STREET
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
MILES HOUSE AVENUE
(PRIVATE DRIVE)
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
PROPOSED RAIN GARDEN
STORM DRAIN D
SEE SHEET ST2
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
PROPOSED RAIN GARDEN
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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Grad\687-004_OAGRAD.dwg LAYOUT NAME: OG1 DATE: May 10, 2016 - 3:26pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
G1
G2
G4
G3
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
FOR REFERENCE ONLY.
SEE 30 SCALE DRAWINGS FOR
DETAILED INFORMATION.
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.
7. TRACT A IS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
NOTES:
FES D
STA 10+00.00
N: 17204.22
E: 12812.63
68.76 LF
15" RCP
@ 0.40%
206.64 LF 15" RCP @ 0.40%
EXISTING 2' CONCRETE PAN
INSTALL 2' CONCRETE PAN
LID VAULT
4885
4890
4895
4900
4905
4910
4885
4890
4895
4900
4905
4910
12+00 11+00 10+00 9+50
70.47 LF
24" RCP
@ 0.50%
107.33 LF 24" RCP @ 0.50%
INLET B1
STA 10+70.47
RIM 4893.1±
INV. IN 4889.77 (SW)
INV. OUT 4889.77 (NE)
INLET B2
STA 11+77.79
RIM 4893.3±
INV. OUT 4890.30 (NE)
FES B
STA 10+00.00
RIM 4891.8±
INV. IN 4889.41 (SW)
PROPOSED
GRADE
EXISTING
GRADE
STA.=11+52.36
INV.= 4885.32
12" PVC SANITARY 4880
4885
4890
4895
4900
4905
4880
4885
4890
4895
4900
4905
13+00 12+00 11+00 10+00 9+50
68.76 LF 15" RCP @ 0.40%
206.64 LF 15" RCP @ 0.40%
INLET D2
STA 12+75.41
RIM 4889.8±
INV. OUT 4887.17 (NE)
STMH D1
STA 10+68.76
RIM 4889.1±
INV. IN 4886.34 (SW)
INV. OUT 4886.34 (NE)
FES D
STA 10+00.00
RIM 4887.9±
INV. IN 4886.07 (SW)
PROPOSED
GRADE
EXISTING
GRADE
STA.=11+35.76
INV.= 4884.25
STA.=11+51.51 8" PVC WATER
INV.= 4882.85
12" PVC SANITARY
SS SS SS
SS
S
X
X
CO
TF
TF
TF
EM
GM
EM
EM
EM
GM
GM
TF
FDC
FDC
W
S
W
S
F
F
CALABRESE STREET
(PRIVATE DRIVE)
STMH C2
STA 12+57.20
N: 17143.12
E: 12487.38
INLET C3
STA 13+59.20
N: 17067.27
E: 12419.18 FES C
STA 10+00.00
N: 17339.09
E: 12653.96
68.76 LF 15" RCP @ 0.35%
102.00 LF 15" RCP @ 0.35%
BLDG 4
BLDG 3
188.44 LF 15" RCP @ 0.35%
INLET C1
STA 10+68.76
N: 17286.69
E: 12609.43
LID VAULT
LID VAULT
EXISTING 2' CONCRETE PAN
INSTALL 2' CONCRETE PAN
LUSITANO LANE
(PRIVATE DRIVE)
4880
4885
4890
4895
4900
4905
4880
4885
4890
4895
4900
4905
14+00 13+00 12+00 11+00 10+00 9+50
68.76 LF 15" RCP @ 0.35%
102.00 LF 15" RCP @ 0.35%
STMH C2
STA 12+57.20
RIM 4892.1±
INV. IN 4887.71 (SW)
INV. OUT 4887.71 (NE)
INLET C3
STA 13+59.20
RIM 4890.6±
INV. OUT 4888.06 (NE)
FES C
STA 10+00.00
RIM 4888.6±
INV. IN 4886.80 (SW)
PROPOSED
GRADE
EXISTING
GRADE
188.44 LF 15" RCP @ 0.35%
INLET C1
STA 10+68.76
RIM 4890.1±
INV. IN 4887.04 (SW)
INV. OUT 4887.04 (NE)
STA.=11+50.76
INV.= 4883.29
12" PVC SANITARY
STA.=11+35.76
INV.= 4884.92
8" PVC WATER
STA.=12+86.58
INV.= 4885.45
8" PVC WATER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Strm\687-004_STRM B C D.dwg LAYOUT NAME: ST2 DATE: May 10, 2016 - 3:25pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_KEYMAP] [687-004_xSTRM_leg] [687-004_xGRAD]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
EXISTING EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
PROPOSED EASEMENT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
PROPOSED RIGHT OF WAY
PROPOSED AREA DRAINS
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
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
STORM DRAIN C
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN B STORM DRAIN D
NORTH
ST2
PLAN & PROFILE
STORM DRAIN B, C & D A. Reese
L. Seeber
1"=50'
STORM DRAIN B
STORM DRAIN C
STORM DRAIN D
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
INLET SCHEDULE
INLET ID INLET TYPE
A2 Triple Combination
A3 Double Combination
A6 Triple Combination
B2 Single Area Inlet
C3 Double Combination
D3 Double Combination
RIPRAP SCHEDULE
Storm Line/Culvert Label Riprap
Type
Length
of
Riprap
(ft)
Width
of
Riprap
(ft)
2*d50,
Depth
of
Riprap
(ft)
Storm A Type M 12.00 10.00 1.5
Storm B Type M 10.00 8.00 1.5
Storm C Type M 5.00 5.00 1.5
Storm D Type M 5.00 5.00 1.5
S S S
S
S
140.46 LF 30" RCP @ 0.50%
25.02 LF 24" RCP @ 0.50%
87.90 LF 18" RCP @ 0.50%
383.24 LF 18" RCP @ 0.50%
53.96 LF
18" RCP
@ 0.50%
S S
I
R
FDC
F
F
FDC
W
W
W
S
BLDG 6
BLDG 11
EXISTING 2' CONCRETE PAN
STMH A4
STA 16+36.62
N: 17327.00
E: 11688.68
INLET A5
STA 16+90.58
N: 17291.75
E: 11647.82 STMH A3
STA 12+53.38
N: 17619.00
E: 11936.88
INLET A2
STA 11+65.48
N: 17679.19
E: 12000.95
INLET A1
STA 11+40.46
N: 17698.14
E: 12017.28
FES A
STA 10+00.00
N: 17805.58
E: 12107.76
GOOSEBERRY LANE
BLUE YONDER WAY
YEARLING ROAD
CUTTING HORSE
DRIVE
LUSITANO LANE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
INSTALL 2' CONCRETE PAN
96.01
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
17+50 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
140.46 LF 30" RCP @ 0.50%
25.02 LF 24" RCP @ 0.50%
87.90 LF 18" RCP @ 0.50%
383.24 LF 18" RCP @ 0.50%
53.96 LF 18" RCP @ 0.50%
STMH A4
STA 16+36.62
RIM 4902.8±
INV. IN 4893.28 (SW)
INV. OUT 4893.28 (NE)
INLET A5
STA 16+90.58
RIM 4903.1±
INV. OUT 4893.55 (NE)
STMH A3
STA 12+53.38
RIM 4897.4±
INV. IN 4891.37 (SW)
INV. OUT 4891.37 (NE)
INLET A2
STA 11+65.48
RIM 4895.9±
INV. IN 4890.93 (SW)
INV. INLET OUT A1 4890.93 (NE)
STA 11+40.46
RIM 4895.5±
INV. IN 4890.80 (SW)
INV. OUT 4890.80 (NE)
FES A
STA 10+00.00
RIM 4893.0±
INV. IN 4890.10 (SW)
PROPOSED
GROUND
EXISTING
GROUND
STA.=13+17.00
INV.= 4893.76
2" WATER SERVICE
STA.=15+04.05
INV.= 4894.95
2" WATER SERVICE
STA.=14+97.05
INV.= 4894.95
6" FIRE SERVICE
STA.=13+10.00
INV.= 4893.76
6" FIRE SERVICE STA.=11+49.65
INV.= 4888.43
8" PVC WATER
STA.=16+64.07
INV.= 4898.22
8" PVC WATER
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Strm\687-004_STRM A.dwg LAYOUT NAME: ST1 DATE: May 10, 2016 - 3:22pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xGRAD] [687-004_xSITE] [687-004_xTOPO] [NES-xborder] [687-004_KEYMAP] [687-004_xSTRM_leg]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
ST1
PLAN & PROFILE
STORM DRAIN A A. Reese
L. Seeber
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
KEYMAP
STORM DRAIN A
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOT LINE
EXISTING EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
PROPOSED EASEMENT LINE
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
PROPOSED RIGHT OF WAY
PROPOSED AREA DRAINS
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
STORM DRAIN A
INLET SCHEDULE
INLET ID INLET TYPE
A2 Triple Combination
A3 Double Combination
A6 Triple Combination
B2 Single Area Inlet
C3 Double Combination
D3 Double Combination
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
RIPRAP SCHEDULE
Storm Line/Culvert Label Riprap
Type
Length
of
Riprap
(ft)
Width
of
Riprap
(ft)
2*d50,
Depth
of
Riprap
(ft)
Storm A Type M 12.00 10.00 1.5
Storm B Type M 10.00 8.00 1.5
Storm C Type M 5.00 5.00 1.5
Storm D Type M 5.00 5.00 1.5
E: 12142.74
SSMH B
STA 10+00.00
N: 17359.84
E: 12396.37
SSMH B1
STA 11+38.18
N: 17254.55
E: 12306.88
215.42 LF 8" PVC @ 0.50%
113.46 LF 8" PVC @ 0.50%
138.18 LF 8" PVC @ 0.50%
LUSITANO LANE
ANDALUSIAN STREET
SANITARY LINE B2
SEE THIS SHEET
CONNECT TO EXISTING
12" PVC SANITARY
EXISTING
12" PVC SANITARY
VAN
TF
TF
TF TF TF
EM
GM
EM
EM EM
EM
GM
GM
EM
GM
GM GM
S S
S
S
S S
S
W
W
W
FDC
FDC
FDC FDC
FDC
F
F
F
F
F
W
W
SSMH B2-1
STA 13+20.81
N: 17149.63
E: 11934.96
320.81 LF 8" PVC @ 0.50%
SSMH B2
STA 10+00.00
N: 17394.07
E: 12142.74
ANDALUSIAN STREET
SANITARY LINE B
SEE THIS SHEET
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH B2
STA 13+53.60
RIM 4894.5±
INV. IN 4886.17 (SW)
INV. IN 4886.17 (NW)
INV. OUT 4885.97 (SE)
113.46 LF 8" PVC @ 0.50% 215.42 LF 8" PVC @ 0.50%
138.18 LF 8" PVC @ 0.50%
SSMH B3
STA 14+67.06
RIM 4893.9±
INV. OUT 4886.74 (SE)
SSMH B
STA 10+00.00
RIM 4892.7±
INV. IN 4884.00 (SW)
INV. IN 4884.00 (NW)
INV. OUT 4883.80 (SE)
SSMH B1
STA 11+38.18
RIM 4891.9±
INV. IN 4884.89 (NW)
INV. OUT 4884.69 (NE)
PROPOSED GROUND
EXISTING GROUND
STA.=11+98.70
INV.= 4887.73
2" WATER SERVICE
STA.=14+27.84
INV.= 4889.30
2" WATER SERVICE
STA.=13+63.60
INV.= 4889.42
8" PVC WATER
STA.=14+34.84
INV.= 4889.30
6" FIRE SERVICE
STA.=11+91.70
INV.= 4887.73
6" FIRE SERVICE
2.5'
4880
4885
4890
4895
4900
4905
4910
4880
4885
4890
4895
4900
4905
4910
13+50 13+00 12+00 11+00 10+00 9+50
SSMH B2-1
STA 13+20.81
RIM 4896.4±
INV. OUT 4887.77 (NE)
SSMH B2
STA 10+00.00
RIM 4894.5±
INV. IN 4886.17 (SW)
INV. IN 4886.17 (NW)
INV. OUT 4885.97 (SE)
320.81 LF 8" PVC @ 0.50%
PROPOSED GROUND
EXISTING GROUND
STA.=11+73.74
INV.= 4890.87
2" WATER SERVICE
STA.=11+63.98
INV.= 4890.87
6" FIRE SERVICE
TF
TF
EM
EM
GM EM
GM EM
GM EM
GM
X
X
X
X
X
X
X
S
S
S
W
FDC
W
F
W
W
S
S
SSMH A2
STA 10+00.00
N: 16967.43
E: 12344.55
103.06 LF 8" PVC @ 0.50%
SSMH A2-1
STA 11+03.06
N: 16926.05
E: 12250.16
4875
4880
4885
4890
4895
4900
4905
4910
4875
4880
4885
4890
4895
4900
4905
4910
11+25 11+00 10+00 9+50
103.06 LF 8" PVC @ 0.50%
SSMH A2-1
STA 11+03.06
RIM 4892.9±
INV. OUT 4886.58 (NE)
SSMH A2
STA 10+00.00
RIM 4891.8±
INV. IN 4886.07 (SE)
INV. IN 4886.07 (SW)
INV. OUT 4885.87 (NE)
PROPOSED GROUND
EXISTING GROUND
STA.=10+13.03
INV.= 4887.39
8" PVC WATER
0.6'
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_ SAN A2 B B3.dwg LAYOUT NAME: SS2 DATE: May 10, 2016 - 3:20pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xSITE] [NES-xborder] [687-004_KEYMAP] [687-004_xSAN_leg]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. 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.
4. ALL FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND AREA DRAINS.
7. ALL MULTI-FAMILY SANITARY SEWER SERVICES TO BE 6" PVC. ALL TOWNHOME
SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4' Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED CURB STOP & WATER METER W
EXISTING RIGHT-OF-WAY
PROPOSED CURB STOP & IRRIGATION METER IR
8" SS
8" W
NORTH NORTH
SANITARY SEWER
LINE B
SANITARY SEWER
LINE B3
SANITARY SEWER LINE B SANITARY SEWER LINE B2
SS2
PLAN & PROFILE
SANITARY SEWER LINE A2, B & B3 A. Reese
L. Seeber
1"=50'
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
NORTH
SANITARY SEWER LINE A2
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
S
S
S S S
S S
S
W
W W
W
W W
W
W
S
W W W W W W
W
W
SS
SS
SS SS
SS
CO
CO
CO
CO
S
S
W W
S
S
S S
S
S S
S
S S
S
S S
S
W
WV V
WV WV
GAS
WV
H
Y
D
h
2o
GAS
WV WV
C
T
WV
H
Y
D
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
S
S
S
S
S
S
S
S
S
S
SANITARY LINE B3
SEE SHEET SS2
BLDG 23
BLDG 22 BLDG 21
BLDG 20
BLDG 19
BLDG 18
BLDG 17
BLDG
16
BLDG 13
BLDG 14
BLDG 15
BLDG 12
BLDG 11
CLUBHOUSE
S
S
S
S
S
S
S
S
S
S
S
S
S
IR
W
W W
W
W
FDC
FDC
FDC
FDC
FDC
S
W
FDC
FDC
W
F
F
F
F
F
F
S
F
W
W
W
W
W
W
W
W
S
S
S
W
W
S
W
S
W
S
W
S
W
S
W
S
W
SSMH A10
STA 20+06.52
N: 17147.44
E: 11741.52
SSMH A6
STA 15+33.45
N: 16860.37
E: 12101.20
SSMH A5
STA 14+22.89
N: 16859.01
E: 12211.76
SSMH A4
STA 13+12.32
N: 16889.21
E: 12318.11
SSMH A3
STA 12+51.42
N: 16922.16
E: 12369.33
SSMH A2
STA 11+99.81
N: 16967.43
E: 12344.55
SSMH A1
STA 11+36.87
N: 17009.11
E: 12391.71
PIPE END A
STA 10+00.00
N: 16920.47
E: 12496.00
SSMH A7
STA 16+44.01
N: 16893.17
E: 11995.62
SSMH A8
STA 17+54.57
N: 16954.69
E: 11903.75
SSMH A9
STA 19+03.38
N: 17069.29
E: 11808.83
136.87 LF 8" PVC @ 0.50%
62.94 LF
8" PVC
@ 0.50%
51.61 LF 8" PVC @ 0.50%
60.90 LF
8" PVC
@ 0.50%
110.56 LF 8" PVC @ 0.50%
110.56 LF 8" PVC @ 0.50%
110.56 LF 8" PVC @ 0.50%
110.56 LF 8" PVC @ 0.50%
148.80 LF 8" PVC @ 0.50%
103.14 LF 8" PVC @ 1.00%
CALABRESE STREET
(PRIVATE DRIVE)
ANDALUSIAN STREET
(PRIVATE DRIVE)
MILES HOUSE AVENUE
(PRIVATE DRIVE)
8" PVC WATER
8" PVC WATER
103.22 LF 8" PVC @ 1.00%
SSMH A11
STA 21+09.74
N: 17217.56
E: 11665.78
SANITARY LINE B3
SEE SHEET SS2
4880
4885
4890
4895
4900
4905
4910
4915
4880
4885
4890
4895
4900
4905
4910
4915
21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
136.87 LF 8" PVC @ 0.50%
62.94 LF
8" PVC
@ 0.50%
51.61 LF
8" PVC
@ 0.50%
60.90 LF 8" PVC @ 0.50%
110.56 LF
8" PVC
@ 0.50%
110.56 LF
8" PVC
@ 0.50%
110.56 LF
8" PVC
@ 0.50%
110.56 LF
8" PVC
@ 0.50%
148.80 LF 8" PVC @ 0.50%
103.14 LF 8" PVC @ 1.00%
SSMH A10
STA 20+06.52
RIM 4899.5±
INV. IN 4892.22 (NW)
INV. OUT 4892.02 (SE)
SSMH A9
STA 19+03.38
RIM 4897.6±
INV. IN 4890.99 (NW)
INV. OUT 4890.79 (SE)
SSMH A8
STA 17+54.57
RIM 4896.6±
INV. IN 4890.04 (NW)
INV. OUT 4889.84 (SE)
SSMH A7
STA 16+44.01
RIM 4895.9±
INV. IN 4889.29 (NW)
INV. OUT 4889.09 (E)
SSMH A6
STA 15+33.45
RIM 4895.0±
INV. IN 4888.54 (W)
INV. OUT 4888.34 (E)
SSMH A5
STA 14+22.89
RIM 4894.1±
INV. IN 4887.78 (W)
INV. OUT 4887.58 (E)
SSMH A4
STA 13+12.32
RIM 4893.2±
INV. IN 4887.03 (W)
INV. OUT 4886.83 (NE)
SSMH A3
STA 12+51.42
RIM 4892.6±
INV. IN 4886.53 (SW)
INV. OUT 4886.33 (NW)
SSMH A2
STA 11+99.81
RIM 4891.8±
INV. IN 4886.07 (SE)
INV. IN 4886.07 (SW)
INV. OUT 4885.87 (NE)
SSMH A1
STA 11+36.87
RIM 4891.3±
INV. IN 4885.55 (SW)
INV. OUT 4885.35 (SE)
PIPE END A
STA 10+00.00
RIM 4885.4±
INV. IN 4884.67 (NW)
PROPOSED GROUND
EXISTING GROUND
103.22 LF 8" PVC @ 1.00%
SSMH A11
STA 21+09.74
RIM 4902.3±
INV. OUT 4893.25 (SE)
STA.=10+55.88
INV.= 4887.13
3/4" WATER SERVICE
STA.=12+86.23
INV.= 4888.10
3/4" WATER SERVICE
STA.=13+48.71
INV.= 4888.58
3/4" WATER SERVICE
STA.=13+99.01
INV.= 4889.03
3/4" WATER SERVICE
STA.=14+62.80
INV.= 4889.51
3/4" WATER SERVICE
STA.=15+13.04
INV.= 4889.97
3/4" WATER SERVICE
STA.=15+76.89
INV.= 4890.44
3/4" WATER SERVICE
STA.=16+26.96
INV.= 4890.92
3/4" WATER SERVICE
STA.=16+90.81
INV.= 4891.34
3/4" WATER SERVICE
STA.=17+40.90
INV.= 4891.77
3/4" WATER SERVICE
STA.=18+05.12
INV.= 4892.11
3/4" WATER SERVICE
STA.=18+56.81
INV.= 4892.47
3/4" WATER SERVICE
STA.=19+24.97
INV.= 4892.95
3/4" WATER SERVICE
STA.=19+77.35
INV.= 4893.94
3/4" WATER SERVICE
STA.=20+47.21
INV.= 4895.91
3/4" WATER SERVICE
STA.=20+99.73
INV.= 4897.31
3/4" WATER SERVICE
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_SAN A.dwg LAYOUT NAME: SS1 DATE: May 10, 2016 - 3:19pm CAD OPERATOR: luke
LIST OF XREFS: [687-004_xUTIL] [687-004_xADJ] [687-004_xEXST] [687-004_xSITE] [NES-xborder] [687-004_KEYMAP] [687-004_xSAN_leg]
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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
SANITARY SEWER LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
KEYMAP
SS1
PLAN & PROFILE
SANITARY SEWER LINE A A. Reese
L. Seeber
1"=50'
SANITARY SEWER
LINE A
NORTH
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 SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3. 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.
4. ALL FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5. 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.
6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND AREA DRAINS.
7. ALL MULTI-FAMILY SANITARY SEWER SERVICES TO BE 6" PVC. ALL TOWNHOME
SANITARY SEWER SERVICES TO BE 4" PVC.
8. ALL SANITARY MANHOLES TO BE 4' Ø
9. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H YD
LOT LINE
EASEMENT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED CURB STOP & WATER METER W
EXISTING RIGHT-OF-WAY
PROPOSED CURB STOP & IRRIGATION METER IR
8" SS
8" W
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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
CO
CO
CO
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S S
S
TF
TF
TF
EM
GM
GM
GM
EM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
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
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
SS
S
S S S
S
S
S
S
S
CONNECT TO
EXISTING 8"
SANITARY STUB
INV = ±4884.7
N:16920.47
E:12496.00
N:16899.16
E:12481.75
N:16815.10
E:12565.12
S
S
S
S
S
S
IR
W
S
FDC
FDC
W
F
W
W
W
W
S
S
S
W
W
S
W
S
EXISTING SSMH
RIM=4892.62
INV. IN=4884.67
INV. OUT=4884.64
8"x6" SWIVEL TEE
& 1-6" GV (NW)
& FH ASSEMBLY
N:16918.75
E:12345.17
8"x6" TEE w/TB
& 6" GV (SE)
N:16944.65
E:12261.99
BUCKING HORSE-
FILING THREE
BUCKING HORSE-
FILING TWO
BLDG
19
BLDG
18
BLDG
17
BLDG
16
BLDG 15
CLUBHOUSE
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A
SEE SHEET SS1
EXISTING 18" RCP
(2) - EXISTING 18" RCP
EXISTING 24" RCP
EXISTING 18" RCP
EXISTING 30" RCP
SSMH A7
SSMH A6
SSMH A5
SSMH A4
SSMH A3
SSMH A2
SSMH A1
18.81 LF 8" PVC
S44°32'26"W
17.02 LF 8" PVC
S56°29'00"W
47.32 LF 8" PVC
S32°57'45"E
10.55 LF 8" PVC
S13°28'24"W
5.47 LF 8" PVC
S58°28'24"W
1.91 LF 8" PVC
S58°28'24"W
2
6
5
.
2
4 L
F
8
"
P
V
C
R
=
3
70
.
0
0
'
49.90 LF 8" PVC
S67°44'00"W
15.70 LF 8" PVC
R=300.00'
4
7
.
4
1 L
F
8
"
PV
C
R
=
30
0
.
0
0
'
16.89 LF 8" PVC
S37°56'52"W
46.52 LF 8" PVC
S07°56'16"E
45.00° BEND w/ TB
N:16921.61
E:12349.83
45.00° BEND w/ TB
N:16931.87
E:12352.29
END HORZ. DEFL.
45.00° BEND w/ TB
N:16932.60
E:12216.19
45.00° BEND w/ TB
N:16919.28
E:12205.81
11.25° BEND w/ TB
N:16969.12
E:12322.85
BEGIN HORZ.
DEFLECTION
N:16917.75
E:12343.54
END HORZ.
DEFLECTION
N:16980.97
E:12340.73
N49°38'05"W
8"x8" TEE w/TB
& 2-8" GV (SE,SW)
N:16971.57
E:12326.54
SSMH A2-1
BEGIN HORZ.
DEFLECTION
N:16950.21
E:12276.67
8"x8" TEE w/ TB
& 2-8" GV (NW,NE)
N:16873.21
E:12212.23
MILES HOUSE AVENUE
MILES HOUSE AVENUE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
PROPOSED
18" FES
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
4.43 LF 8" PVC
S56°29'00"W
NANCY GRAY AVENUE
2" WATER METER
EXISTING WETLANDS
EXISTING 12" SANITARY SEWER
EXISTING 8" WATER MAIN
EXISTING 8" PVC
SANITARY SEWER
EXISTING 8" PVC SANITARY SEWER
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 U2
MATCHLINE - SEE SHEET U3
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U4 DATE: May 10, 2016 - 3:18pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
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.
9. 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.
10. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
W
G
T
EXISTING STORM SEWER
ST
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
Y
D
PROPOSED LOTLINE
EASEMENT LINE
CONWTROL
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
TF
S
S
S
SS SS
SS
S
S
VAN
TF
TF
TF
TF
TF
TF
EM
EM
GM
GM
EM
GM
GM
TF
EM
EM
EM
EM
EM
GM
GM
GM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
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
WV WV
WV WV
GAS
WV
H
Y
D
h
2o
GAS
S
C
T
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
SS
SS
SS
S
S
S
S
S
S
CONNECT TO EXISTING STUB
11.25° BEND w/ TB
N:17297.79
E:11681.15
N:17213.72
E:11584.51
S
S
S
S
S
S
S
S
W
W
W
W
FDC
FDC
FDC
FDC
F
F
F
F
W
W
W
W
W
S
W
S
W
S
W
S
W
S
8"x6" SWIVEL TEE
& 1-6" GV (NE)
& FH ASSEMBLY
N:16929.83
E:11958.89
8"x6" SWIVEL TEE
& 1-6" GV (N)
& FH ASSEMBLY
N:17127.55
E:11902.64
8"x6" SADDLE TAP w/ TB
& 1-6" GV (SE)
N:17446.75
E:11763.07
EXISTING SSMH
RIM = 4904.17
INV. IN = 4893.44 (NW)
INV. OUT = 4893.24 (NE)
BUCKING HORSE-
FILING THREE
BLDG
23
BLDG
22
BLDG
21
BLDG
20
BLDG
19
BLDG 13
BLDG 14
BLDG 12
BLDG 11
STORM DRAIN A
SEE SHEET ST1
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE B2
SEE SHEET SS2
EXISTING 8" PVC
SANITARY SEWER
SSMH A10
SSMH A9
SSMH A8
SSMH A7
SSMH B2-1
8"X6" TEE
w/ 6" GV (NE)
N:17156.01
E:11821.27
8"X6" TEE
w/ 6" GV (SE)
N:17144.68
E:11917.63
8"X6" TEE
w/ 6" GV (SE)
N:17275.63
E:12028.95
2
6
5
.
1
11.
2
6
L
F
8
"
P
V
C
R
=
3
7
0
.
0
0
'
138.99 LF 8" PVC
N39°38'05"W
1
4
7
.
64
L
F
8
"
P
V
C
R
=
849.00
'
8.00 LF 8" PVC
N49°35'54"W
3.90 LF 8" PVC
N04°35'54"W
52.25 LF 8" PVC
N40°21'55"E
26.79 LF 8" PVC
S37°14'44"E
18.43 LF 8" PVC
S49°38'05"E
10.03 LF 8" PVC
S49°38'05"E
1
44
.
5
8
L
F
8
"
P
V
C
R
=
90
5
.0
0
'
13.37 LF 8" PVC
R=905.00'
49.15 LF 8" PVC
S39°38'05"E
20.00 LF 8" PVC
S86°38'05"E
27.92 LF 8" PVC
R=300.00'
13.97 LF 8" PVC
R=300.00'
8.80 LF 8" PVC
N40°21'55"E
171.87 LF 8" PVC
N40°21'59"E
173.94 LF 8" PVC
N40°21'50"E
BEGIN HORZ. DEFL.
45.00° BEND w/ TB
N:17106.75
E:11881.20
45.00° BEND w/ TB
N:17107.92
45.00° BEND w/ TB E:11861.23
N:17224.71
E:11677.56
45.00° BEND w/ TB
N:17220.83
E:11677.87
11.25° BEND w/ TB
N:17276.47
E:11697.36
END HORZ.
DEFLECTION
N:17137.97
E:11911.93
END HORZ.
DEFLECTION
N:17145.77
E:11829.88
END HORZ.
DEFLECTION
N:17258.03
E:11719.05
END HORZ.
DEFLECTION
N:17215.64
E:11683.96
BEGIN HORZ.
DEFLECTION
N:17110.68
E:11787.53
END HORZ.
DEFLECTION
N:17003.64
E:11876.19
YEARLING ROAD
BLUE YONDER WAY
CALABRESE STREET
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
GOOSEBERRY LANE
ANDALUSIAN STREET
(PRIVATE DRIVE)
ASPHALT PATCH
6" SANITARY SERVICE
N:17408.94
E:11718.07
INV.=
2" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER
3/4" WATER METER 3/4" WATER METER
LANDSCAPE RETAINING WALLS
2" WATER METER
2" WATER METER
2" WATER METER
8"x8" TEE w/TB
& 2-8" GV (SE,SW)
N:17264.53
E:11711.40
SSMH A11
EXISTING 8" PVC
SANITARY SEWER
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 U4
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U3 DATE: May 10, 2016 - 3:17pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
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.
9. 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.
10. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
W
G
T
EXISTING STORM SEWER
ST
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
Y
D
PROPOSED LOTLINE
EASEMENT LINE
CONWTROL
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
TF
GM
TF
EM
GM
EM GM
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
X
X
X X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
WV WV WV
WV
WV
H
Y
D
H
Y
D
GAS
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
SS
SS
SS
SS
SS
SS SS
SS SS SS
S
S S
S
S
S S
CONNECT TO
EXISTING STUB
N:16932.89
E:12500.06
CONNECT TO
EXISTING 8"
SANITARY STUB
INV = ±4884.7
N:16920.47
E:12496.00
FH ASSEMBLY
w/6" GV (SW)
N:17424.17
E:12470.08
8"x8" TEE
w/ 8"X6" REDUCER (NE)
N:17364.98
E:12413.87
8"X12" SADDLE TAP w/ TB
& 1-8" GV (NW)
N:17045.42
E:12789.82
N:17203.86
E:12871.15
N:16899.16
E:12481.75
N:16815.10
E:12565.12
IR
S
W
FDC
FDC
FDC
S
W
FDC
S
W
W
S
F
F
S
F
F
S
W
W
EXISTING SSMH
RIM=4892.62
INV. IN=4884.67
INV. OUT=4884.64
8"x6" SWIVEL TEE
& 1-6" GV (NE)
& FH ASSEMBLY
N:17186.66
E:12402.19
BEGIN HORZ. DEFL.
8"x8" TEE w/TB
& 2-8" GV (SE,SW)
N:17024.73
E:12392.00
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)
BUCKING HORSE-
FILING TWO
BLDG 3
BLDG 4
BLDG
5
CLUBHOUSE
BLDG 10
GREAT WESTERN RAILROAD
TRACT A
SANITARY LINE B
SEE SHEET SS2
STORM DRAIN D
SEE SHEET ST2
EXISTING 12" SANITARY
EXISTING 8" SANITARY
SANITARY LINE A
SEE SHEET SS1
EXISTING 15" RCP
EXISTING 30" RCP
EXISTING 42" RCP
EXISTING 30" RCP
8"x6" TEE w/ TB
& 1-6" GV (NW)
N:17030.10
E:12397.28
SSMH A3
SSMH B
SSMH B1
SSMH A2
SSMH A1
8"X6" TEE
w/ 6" GV (SW)
N:17269.37
E:12526.36
8"X6" TEE
w/ 6" GV (SW)
N:17160.58
E:12654.35
63.36 LF 8" PVC
S49°38'05"E
106.60 LF 8" PVC
S49°38'05"E
85.46 LF 8" PVC
S49°38'05"E
28.82 LF 8" PVC
S02°27'34"E
101.60 LF 8" PVC
S44°32'26"W
18.81 LF 8" PVC
S44°32'26"W
17.02 LF 8" PVC
S56°29'00"W
47.32 LF 8" PVC
S32°57'45"E
10.55 LF 8" PVC
S13°28'24"W
5.47 LF 8" PVC
S58°28'24"W
147.63 LF 8" PVC
S49°38'05"E
104.23 LF 8" PVC
S49°38'05"E
241.55 LF 8" PVC
S49°38'05"E
143.44 LF 8" PVC
N40°21'55"E
31.78 LF 6" PVC
N40°21'55"E
34.40 LF 6" PVC
R=250.00'
15.58 LF 6" PVC
N48°14'57"E
45.00° BEND w/ TB
N:16931.87
E:12352.29
11.25° BEND w/ TB
N:16969.12
E:12322.85
45.00° BEND w/ TB
N:17102.51
E:12468.54
8"X8" TEE
w/ 2-8" GV (NE,SE)
N:17255.69
E:12320.97
BEGIN HORZ.
DEFLECTION
N:17389.20
E:12434.45
END HORZ.
DEFLECTION
N:17413.79
E:12458.46
END HORZ.
DEFLECTION
N:16980.97
E:12340.73
127.05 LF 8" PVC
N49°38'05"W
15.00 LF 8" PVC
N49°38'05"W
8"x8" TEE w/TB
& 2-8" GV (SE,SW)
N:16971.57
E:12326.54
MILES HOUSE AVENUE
NANCY GRAY AVENUE
LUSITANO LANE
(PRIVATE DRIVE)
MILES HOUSE AVENUE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
45.00° BEND w/ TB
N:17131.31
E:12467.31
8"X6" TEE
w/ 6" GV (SW)
N:16962.91
E:12464.74
STORM DRAIN C
SEE SHEET ST2
LID VAULTS
LID VAULTS LID VAULTS
LID VAULTS
2" WATER METER
2" WATER METER
3/4" WATER METER
AREA INLET AREA INLET AREA INLET
AREA INLET
3/4" WATER METER
2" WATER METER
1" WATER METER
4.43 LF 8" PVC
S56°29'00"W
COMBO INLET
COMBO INLET
EXISTING 2' CONCRETE PAN
EXISTING 8" WATER MAIN
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 U4
MATCHLINE - SEE SHEET U1
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U2 DATE: May 10, 2016 - 3:17pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
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.
9. 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.
10. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
W
G
T
EXISTING STORM SEWER
ST
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
Y
D
PROPOSED LOTLINE
EASEMENT LINE
CONWTROL
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
TF
1.5" IRRIGATION METER
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
X
X
X
X
X
X
X X
X
X
X
X X X
X
X
X
X
X
X
X X
X
X
X
X X X
X X
X
X X
X
X
X
X
X
X
X
X
X
X 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.
WV WV
WV
GAS
h2o
WV WV
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
S SS SS SS SS
S
S S S
FH ASSEMBLY
w/6" GV (SW)
N:17424.17
E:12470.08
8"x8" TEE
w/ 8"X6" REDUCER (NE)
N:17364.98
E:12413.87
N:17859.27
E:12099.77
N:17734.94
E:11994.08
N:17718.42
E:12013.51
S
S
S
S
S
S
IR
W
W
FDC
FDC
FDC
FDC
FDC
FDC
F
F
F
F F
F
F
W
W
W
FDC
W
W
8"x6" SWIVEL TEE
& 1-6" GV (NE)
& FH ASSEMBLY
N:17670.02
E:12022.19
8"x6" SWIVEL TEE
& 1-6" GV (NE)
& FH ASSEMBLY
N:17422.04
E:12125.27
8"x6" SADDLE TAP w/ TB
& 1-6" GV (SE)
N:17589.72
E:11884.29
8"x6" SADDLE TAP w/ TB
& 1-6" GV (SE)
N:17446.75
E:11763.07
EXISTING SSMH
RIM = 4896.68
INV. IN = 4886.06(NW)
INV. IN = 4886.06 (SW)
INV. OUT = 4885.90 (SE)
EXISTING SSMH
RIM = 4894.52
INV. IN = 4885.65 (NW)
INV. OUT = 4885.45 (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)
BUCKING HORSE-
FILING ONE
GREAT WESTERN RAILROAD
TRACT A
BLDG 13
BLDG 7
BLDG 8
BLDG 6
BLDG 1 BLDG 2
EXISTING 8" WATER
EXISTING 8" SANITARY
EXISTING 12" PVC SANITARY SEWER
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
SANITARY LINE B
SEE SHEET SS2
SANITARY LINE B2
SEE SHEET SS2
8"x8" TEE
w/ 8" GV (SW,SE)
N:17408.17
E:12141.60
SSMH B3
SSMH B2
SSMH B
SSMH B1
8"X6" TEE
w/ 6" GV (SE)
N:17275.63
E:12028.95
8"X6" TEE
w/ 6" GV (NE)
N:17418.94
E:12128.92
8"X6" TEE
w/ 6" GV (SW)
N:17454.38
E:12087.23
8"X6" TEE
w/ 6" GV (SW)
N:17296.73
E:12272.70
41.51 LF 8" PVC
S27°16'03"E
31.47 LF 8" PVC
S27°16'03"E
10.41 LF 8" PVC
S04°18'59"E
83.46 LF 8" PVC
S08°32'05"W
2.67 LF 8" PVC
S13°57'55"E
53.72 LF 8" PVC
S49°38'05"E
49.94 LF 8" PVC
S49°38'05"E
4.78 LF 8" PVC
S49°38'05"E
16.64 LF 8" PVC
S49°38'05"E
150.98 LF 8" PVC
S49°38'05"E
21.08 LF 8" PVC
S49°38'05"E
63.36 LF 8" PVC
S49°38'05"E
106.60 LF 8" PVC
S49°38'05"E
171.87 LF 8" PVC
N40°21'59"E
173.94 LF 8" PVC
N40°21'50"E
147.63 LF 8" PVC
S49°38'05"E
143.44 LF 8" PVC
N40°21'55"E
31.78 LF 6" PVC
N40°21'55"E
34.40 LF 6" PVC
R=250.00'
15.58 LF 6" PVC
N48°14'57"E
BEGIN HORZ.
DEFLECTION
N:17546.54
E:12025.65
END HORZ. DEFL.
22.50° BEND w/ TB
N:17489.18
E:12046.30
22.50° BEND w/ TB
N:17549.13
E:12025.00
22.50° BEND w/ TB
N:17642.05
E:12036.61
CONNECT TO
EXISTING WATER
22.50° BEND w/ TB
N:17706.91
E:12003.17
8"X8" TEE
w/ 2-8" GV (NE,SE)
N:17255.69
E:12320.97
BEGIN HORZ.
DEFLECTION
N:17389.20
E:12434.45
END HORZ.
DEFLECTION
N:17413.79
E:12458.46
GOOSEBERRY LANE
BLUE YONDER WAY
CUTTING HORSE DRIVE
ANDALUSIAN STREET
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
8"X6" TEE
w/ 6" GV (SW)
N:17310.38
E:12256.64
LID VAULTS
N:17811.12
E:12058.84
EXISTING 2' CONCRETE PAN
1.5" IRRIGATION METER
2" WATER METER
ASPHALT PATCH
6" SANITARY SERVICE
N:17551.68
E:11838.71
INV.=
2" WATER METER
2" WATER METER
2" WATER METER
2" WATER METER
2" WATER METER
AREA INLET
AREA INLET
2" WATER METER
11.25° BEND w/ TB
N:17631.67
E:12037.39
61
.
0
7
L
F
8
"
P
V
C
R
=
3
0
0
.
0
0
'
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
No. Revisions:
By: Date:
REVIEWED BY:
N. Haws
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_UTIL.dwg LAYOUT NAME: U1 DATE: May 10, 2016 - 3:17pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
KEYMAP
WET UTILITY SERVICE TABLE
TAP & METER
SIZE
SUPPLY LINE
SIZE FIRE
SANITARY
SEWER
32-UNIT
BUILDINGS 2" 2" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
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.
9. 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.
10. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
W
G
T
EXISTING STORM SEWER
ST
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
Y
D
PROPOSED LOTLINE
EASEMENT LINE
CONWTROL
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
TF
GM
GM
EM
EM
GM
GM
GM
GM
GM
TF
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM
GM
EM GM
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
W
W W
W
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
W
W
W
W
W
W
W
WWWW
W
WWWW
W
W
W
W
W
W
W W
W
W
S
S
W
W W W
W W
W S
W
S
W S W S
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
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
SS SS
X
X
X X
E
E
X
X
S
S
S
S
S
S
W W
S
S
S
S
S
S S
S
S S
S
S S
S
FO
V
AULT
F.O.
WV WV
WV
WV WV
WV WV
GAS
h
2o
GAS
WV
H
Y
D
h2o
GAS
WV WV
S
C
T
WV
WV
WV
WV
WV
H
Y
D
H
Y
D
GAS
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 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
SS
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S S S S S
S
BUCKING HORSE-
FILING ONE
BUCKING HORSE-
FILING THREE
BUCKING HORSE-
FILING THREE
BUCKING HORSE-
FILING TWO
BUCKING HORSE-
FILING TWO
GREAT WESTERN RAILROAD
TRACT A
BLDG 23
BLDG 22 BLDG 21
BLDG 20
BLDG 19
BLDG 18
BLDG 17
BLDG
16
BLDG 13
BLDG 14
BLDG 15
BLDG 12
BLDG 11
BLDG 7 BLDG 8
BLDG 6
BLDG 1
BLDG 2
BLDG 3 BLDG 4
BLDG 5
CLUBHOUSE
BLDG 10
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
FDC
FDC
FDC
FDC
FDC
FDC
FDC FDC
FDC
FDC
FDC
S
W
FDC
S
W
W
S
FDC
W
F
F
F
F
F
F
F F
F
F
F
F
S
F
F
W
W
W
W
W
W
W
W
W
FDC
W
W
W
S
S
S
W
W
S
W
S
W
S
W
S
W
S
W
S
W
EXISTING 18" RCP
STORM DRAIN D
SEE SHEET ST2
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A
SEE SHEET ST1
PROPOSED 8" WATER
CONNECT TO
EXISTING 8" WATER
PROPOSED 8" WATER
PROPOSED 8" WATER
PROPOSED 8" WATER
PROPOSED 8" WATER
PROPOSED 6" WATER
CONNECT TO
EXISTING 8" WATER
CONNECT TO
EXISTING 8" SANITARY
SANITARY LINE B
SEE SHEET SS2
SANITARY LINE B2
SEE SHEET SS2
PROPOSED 8" WATER
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
RELOCATED FH
TIE INTO
EXISTING 8" WATER
SANITARY LINE B
SEE SHEET SS2 SANITARY LINE B2
SEE SHEET SS2
PROPOSED 8" WATER
CONNECT TO EXISTING
12" PVC SANITARY
EXISTING 12" PVC SANITARY
PROPOSED FH
PROPOSED FH
PROPOSED
1.5" IRRIGATION
PROPOSED
1.5" IRRIGATION
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A
SEE SHEET SS1
EXISTING 12" SANITARY
CONNECT TO
EXISTING 12" WATER MAIN
EXISTING FH
EXISTING FH
EXISTING FH
CONNECT TO EXISTING
12" PVC SANITARY
EXISTING 2' CONCRETE PAN EXISTING 42" RCP
(2) - EXISTING 18" RCP
EXISTING 30" RCP
EXISTING 30" RCP
EXISTING 15" RCP
CONNECT TO EXISTING
8" PVC SANITARY
CONNECT TO EXISTING
8" PVC WATER
CONNECT TO EXISTING
8" PVC WATER
MILES HOUSE AVENUE
GOOSEBERRY LANE
YEARLING ROAD
BLUE YONDER WAY
NANCY GRAY AVENUE
CUTTING HORSE DRIVE
CALABRESE STREET
(PRIVATE DRIVE)
ANDALUSIAN STREET
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
MILES HOUSE AVENUE
(PRIVATE DRIVE)
PROPOSED 8" WATER
CONNECT TO EXISTING
12" PVC SANITARY
CONNECT TO EXISTING
12" PVC SANITARY
PROPOSED FES
SANITARY LINE A2
SEE SHEET SS1
OU1
OVERALL UTILITY PLAN
A. Reese
L. Seeber
1"=50'
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.
9. 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.
10. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
W
G
T
EXISTING STORM SEWER
ST
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
Y
D
PROPOSED LOTLINE
EASEMENT LINE
CONWTROL
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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Util\687-004_OAUTIL.dwg LAYOUT NAME: OU1 DATE: May 10, 2016 - 3:16pm 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
05/11/16
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" 6" 6"
28-UNIT
BUILDINGS 2" 2" 6" 6"
TOWNHOME 3/4" - - 4"
CLUBHOUSE 1" 1.25" 6" 4"
POOL - - - TBD
IRRIGATION 1.5" - - -
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
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
TF
X
X X
X
X
X
X
X
X
X
9'
9' 9'
9' 9' 9' 9'
9'
9'
9'
9'
8'
8'
23'
23'
8'
23'
9'
9'
9'
24'
23'
12'
13'
9'
19'
19'
19'
8'
19'
19'
19'
19'
19'
19'
19'
19'
19'
BLUE YONDER WAY
NANCY GRAY AVENUE
CUTTING HORSE DRIVE
24' -
24'
-
24'
-
4.5' SIDEWALK
9'
9'
9'
9'
9' 9' 9' 9'
9'
9'
23' 23' 23'
8'
24'
9'
19'
13'
13'
11'
12'
24'
19'
19'
20'
20'
23'
9'
19'
19'
19'
19'
19'
19'
24'
-
24'
-
24' -
R5'
R20'
POOL
9'
19'
24' -
R10'
R3'
9'
\A1;9'
CALABRESE STREET
(PRIVATE DRIVE)
ANDALUSIAN STREET
(PRIVATE DRIVE)
8'
8'
23'
8'
LUSITANO LANE
(PRIVATE DRIVE)
LUSITANO LANE
(PRIVATE DRIVE)
CALABRESE STREET
(PRIVATE DRIVE)
1
2
2
MILES HOUSE AVENUE
(PRIVATE DRIVE)
24'
24'
19'
9'
R3'
R15'
8' SIDEWALK (TYP.)
4.5' SIDEWALK
RAISED CROSSWALK
4.5' SIDEWALK
8' SIDEWALK (TYP.)
4.5' SIDEWALK
1
1
10' CROSSPAN
TRASH
ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
TRASH ENCLOSURE
R888'
BLDG 23
BLDG 22 BLDG 21
BLDG 20
BLDG 19
BLDG 18
BLDG 17
BLDG
16
BLDG 13
BLDG 14
BLDG 15
BLDG 12
BLDG 11
BLDG 7 BLDG 8
BLDG 6
BLDG 1
BLDG 2
BLDG 3 BLDG 4
BLDG 5
CLUBHOUSE
BLDG 10
1
1
1
1
1
1
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
R29'
2
2
1
1
R52'
R933'
R20'
R25'
R5'
R15'
18" VERTICAL CURB
4.5' SIDEWALK
R332'
4.5' SIDEWALK
EXISTING CONCRETE DRIVEWAY
EXISTING DRIVEWAY
5.5' SIDEWALK
R5' R15'
R20'
R5'
5.5' SIDEWALK
1
1
1
1
1
1
1
1
1
4.5' SIDEWALK
8' SIDEWALK (TYP.) 8' SIDEWALK (TYP.)
TRASH
ENCLOSURE
4' CROSSPAN
R25'
R78'
R102'
1
1
4.5' SIDEWALK
8' SIDEWALK (TYP.)
8' SIDEWALK (TYP.)
R20'
4.5' SIDEWALK
RAISED CROSSWALK
1
5' CHASE DRAIN
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
4.5' SIDEWALK
R25'
R49'
R25'
R8'
R3'
4.5' SIDEWALK
4.5' SIDEWALK
R6' R3'
R25'
1
R25'
R20'
8' SIDEWALK (TYP.)
8' SIDEWALK (TYP.) 8' SIDEWALK (TYP.)
CONCRETE DRIVEAWAY
CONCRETE DRIVEAWAY
CONCRETE
DRIVEAWAY
8' SIDEWALK (TYP.)
8' SIDEWALK (TYP.)
8' SIDEWALK (TYP.)
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
LANDSCAPE
RETAINING WALLS
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 4.5'
CONCRETE TRAIL
EXISTING 2'
CONCRETE PAN
2' CURB CHASE
2' CURB CHASE
3
3
3
3
3
3
3
3 3 3
3
3
PV1
PAVING PLAN
PRIVATE SIGNAGE & 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.
3. 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.
4. 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.
5. PRIVATE CONCRETE DRIVE AISLES/PARKING STALLS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH ACI 330R-08.
6. ALL CURB & GUTTER SHALL BE 18" VERTICAL UNLESS OTHERWISE NOTED.
7. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
PROPOSED INFLOW VERTICAL CURB & GUTTER
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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Site\687-004_PAVE.dwg LAYOUT NAME: PV1 DATE: May 10, 2016 - 3:16pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
PRIVATE LIGHT DUTY PAVING
SITE SIGN LEGEND
1
PRIVATE DRIVE
PRIVATELY
MAINTANED
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
PROPOSED OUTFLOW VERTICAL CURB & GUTTER
2
3
R7-8
RESERVED
PARKING
18"
12"
LANE
FIRE
NO
PARKING
R8-31D
18"
12"
S
S W
W S W S
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
SS SS SS
SS
SS SS
SS 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
CO
CO
SS SS
S
S
S
S
S
S
S
S
SS
SS
W W
S
S
S
S
S
S
S
S
S S
S
S S
S
FO
VAULT
F.O.
WV
H
Y
D
WV WV
WV
WV WV
WV WV
GAS
h
2o
GAS
WV
H
Y
D
h2o
GAS
WV WV
S
C
T
WV
WV
WV
WV
WV
H
Y
D
H
Y
D
H
Y
D
GAS
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 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
SS
SS
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S S S S S
S
PAVEMENT REMOVAL AREA
EXISTING 4.5'
SIDEWALK
EXISTING 51' ROW
TO BE VACATED
EXISTING 51' ROW
TO BE VACATED
EXISTING 51' ROW
TO BE VACATED
EXISTING 15" RCP STORM
INV.=4890.51
EXISTING 4" SANITARY SERVICE (TYP.)
EXISTING COMBO INLET
GRATE EL.=4894.08
18" INV. OUT=4889.40 (S)
EXISTING 24" FLARED END SECTION
INV.=4888.94
EXISTING COMBO INLET
GRATE EL.=4894.13
18" INV. IN=4889.25 (N)
24" INV. OUT=4889.18 (SE)
EXISTING 8" WATER MAIN
EXISTING 12" SANITARY
BUCKING HORSE -
FILING THREE
BUCKING HORSE -
FILING TWO
TRACT A
GREAT WESTERN RAILROAD
EXISTING 3/4" WATER SERVICE (TYP.)
EXISTING 8" SANITARY
EXISTING 8" SANITARY
EXISTING 8" SANITARY
PAVEMENT SAWCUT LINE
EXISTING ROLLOVER
CURB & GUTTER
PAVEMENT SAWCUT LINE PAVEMENT REMOVAL AREA
EXISTING 8" WATER
EXISTING SSMH
RIM = 4904.17
INV. IN = 4893.44 (NW)
INV. OUT = 4893.24 (NE)
EXISTING BARRICADE
TO BE REMOVED
EXISTING RIPRAP
TO BE REMOVED
EXISTING 51' ROW
TO BE VACATED
EXISTING 8" PVC
WATER STUB
EXISTING FH
PAVEMENT REMOVAL AREA
EXISTING 51' ROW
TO BE VACATED
PAVEMENT REMOVAL AREA
EXISTING RIPRAP
TO BE REMOVED
EXISTING BARRICADE
TO BE REMOVED
EXISTING 8" PVC
WATER STUB
EXISTING FH
TO BE RELOCATED
EXISTING SSMH
RIM = 4896.68
INV. IN = 4886.06(NW)
INV. IN = 4886.06 (SW)
INV. OUT = 4885.90 (SE)
EXISTING SSMH
RIM = 4894.52
INV. IN = 4885.65 (NW)
INV. OUT = 4885.45 (SE)
EXISTING SSMH
RIM = 4894.02
INV. IN = 4884.86 (NW)
INV. OUT = 4884.66 (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 SSMH
RIM = 4894.53
INV. IN = 4884.30 (NW)
INV. OUT = 4884.10 (SE)
EXISTING 2' CONCRETE PAN EXISTING 42" RCP
FL=4885.00
EXISTING 42" RCP
FL=4884.95
EXISTING 42" RCP
FL=4884.79
EXISTING 42" RCP
FL=4884.83
EXISTING BARRICADE
EXISTING FH
EXISTING 8" WATER
EXISTING STREET STRIPING
TO BE REMOVED
PAVEMENT SAWCUT LINE
EXISTING 4.5' SIDEWALK
EXISTING 12" SANITARY
EXISTING FH
EXISTING 51' ROW
TO BE VACATED
EXISTING 8" SANITARY
EXISTING TEMPORARY FH
& REDUCER TO BE REMOVED
EXISTING 8" SANITARY STUB
INV=±4884.75
EXISTING BARRICADE
TO BE REMOVED
EXISTING SSMH
RIM=4892.62
INV. IN=4884.67
INV. OUT=4884.64
PAVEMENT REMOVAL AREA
EXISTING 12" PVC
SANITARY SEWER
PAVEMENT REMOVAL AREA
PAVEMENT REMOVAL AREA
PAVEMENT REMOVAL AREA
NANCY GRAY AVENUE
MILES HOUSE
AVENUE
GOOSEBERRY LANE
BLUE YONDER WAY
YEARLING ROAD
CUTTING HORSE DRIVE
SONGBIRD LANE
PERENDALE LANE
DRYSDALE LANE
CUTTING HORSE DRIVE
YEARLING DRIVE
BUCKING HORSE -
FILING ONE
EXISTING CONCRETE DRIVEWAY TO REMAIN
EXISTING
WETLANDS 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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\Exist\687-004_ECON.dwg LAYOUT NAME: EX1 DATE: May 10, 2016 - 3:16pm 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
05/11/16
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
www.northernengineering.com
Phone: 970.221.4158
- Filing Four
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
ST
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.
8. TRACT A EXTENDS BEYOND THE LIMITS OF THESE PLANS. NO IMPROVEMENTS ARE
PROPOSED OUTSIDE THE LIMITS SHOWN.
9. 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
Note: If NAVD 88 Datum is required for any purpose, the following equations should be used:
NAVD 88 = NGVD 29 Unadjusted + 3.18' (FOR BM 4-07)
NAVD 88 = NGVD 29 Unadjusted + 3.19' (FOR BM17-92)
Basis of Bearings
The Northeast line of Tract M, Bucking Horse Filing One as bearing
South 49° 38' 07" East (assumed bearing).
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 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
Note: If NAVD 88 Datum is required for any purpose, the following equations should be used:
NAVD88 = NGVD29 UNADJUSTED + 3.18' (FOR BM 4-07)
NAVD88 = NGVD29 UNADJUSTED + 3.19 (FOR BM 17-92)
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:
a. Calabrese Street
b. Andalusian Street
c. Lusitano Lane
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 Final Drainage Report For Bucking Horse Apartments, dated May 11, 2016 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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\687-004_COVR.dwg LAYOUT NAME: CS2 DATE: May 10, 2016 - 3:15pm 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
05/11/16
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 NOTES & CONSTRUCTION NOTES
PV1 PRIVATE SIGNAGE & 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 PLAN
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
Note: If NAVD 88 Datum is required for any purpose, the following equations should be used.
NAVD88 = NGVD29 UNADJUSTED + 3.18' (FOR BM 4-07)
NAVD88 = NGVD29 UNADJUSTED + 3.19' (FOR BM 17-92)
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
Paul Mills, 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:
MAY 11, 2016
PROJECT:
687-004
Sheet
Of 28 Sheets
DRAWING FILENAME: D:rojects\687-004\Dwg\687-004_COVR.dwg LAYOUT NAME: CS1 DATE: May 10, 2016 - 3:15pm 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
05/11/16
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
ST1
SS1 SANITARY SEWER LINE A
PLAN & PROFILE
SS2 SANITARY SEWER LINE A2, B, & B3
PLAN & PROFILE
ST2
STORM DRAIN A
PLAN & PROFILE
STORM DRAIN B, C, & D
PLAN & PROFILE
EC1 EROSION CONTROL PLAN
D1 SEWER DETAILS
D4-D5 DRAINAGE DETAILS
EC2 EROSION CONTROL DETAILS
D6-D7 SITE DETAILS
D2-D3 WATER DETAILS
UTILITY SHEETS
GRADING SHEETS
DRAINAGE & EROSION CONTROL SHEETS
DETAIL SHEETS