HomeMy WebLinkAboutSW PROSPECT AND I 25 ROADWAY PROJECT - RP180001 - SUBMITTAL DOCUMENTS - ROUND 3 -Erosion Control Review : Comments & Redlines
Project Information
Project Name: ______________________________ Project Number: ____________________
Prior Name(s): ______________________________ Prior Number(s): ______________________
Round _____ Date Submitted: _____________ Comment Due Date: _____________
Total Disturbance __________ SF
GPS Lat _______________ GPS Long _______________
Sensitive Area _____ Steep Slopes (3H:1V) _____
This review or prior reviews showed this to be well under the threshold for needing erosion control. _____
Project Review Check Sheets & Comments
Comments:
__________
Staff
Dev Review Coordinator ______________
Zoning ______________
Planner ______________
Engineer______________
Water Utilities Reviewer ______________
Developing Party
Owner ______________
Owner’s Company ____________
Developer ______________
Developer’s Company ____________
EC Design Engineer ______________
EC Design Firm ______________
Review Information
Reviewer: _____________________
Received: _____________
Completed Review: __________
Cursory Review Time (hr.): __________
Full Review (hr.): __________
Phone Correspondence (hr.): __________
Email Correspondence (hr.): __________
Internal Staff Coordination (hr.): __________
Applicant Meeting (hr.): __________
Enter all hours round to the nearest 0.25 (15 min)
Northern Engineering responses by:
Benjamin Ruch
Project Engineer
1
Jesse Schlam
From: Development Review Coordinators
Sent: Friday, October 19, 2018 4:36 PM
To: Development Review Group
Subject: Development Review Weekly Project Summary 10.19.2018
Attachments: Street Park - Comments Due; FTC Foxstone - Comments Due; Northfield Filing 1 Expanded
PDP180011 Round 2 - COMMENTS DUE; Gulley Duran Single-Family Residence FDP180021 Round 2
- COMMENTS DUE; 1032 W Prospect Extra Occupancy - COMMENTS DUE; SW Prospect & I-25 -
COMMENTS DUE ; Long Pond Wireless Telecommunications Facility (Round 2) - COMMENTS DUE;
Century Wireless Telecommunications Facility FDP - COMMENTS DUE
Development Review Weekly Project Summary
Projects Submitted This Week (10/11‐10/17)
Project Name Project
Number
Previous
Project
Number(s)
Planner/Coordinator Status Comments
Due Date
1 Street Park BDR180010 CDR170075 Pete Wray / NA Routed 11/06/2018
2 FTC Foxstone PDP180007 Pete Wray /
Brandy BH Routed 11/06/2018
3
Northfield Filing 1
Expanded (Round
2)
PDP180011 PDR170010,
PDP170041
Ted Shepard /
Todd Sullivan Routed 11/06/2018
4
Gulley Duran Single
Family Residence
(Round 2)
FDP180021 CDR180012 Kai Kleer /
Todd Sullivan
Routed /
COMMENTS
ONLY
10/30/2018
5
1032 W Prospect
Extra Occupancy BDR180033 NA
Shawna VanZee /
Todd Sullivan
Routed /
COMMENTS
ONLY
11/06/2018
6 SW Prospect & I‐25 RP180001 NA Marc Virata /
Brandy BH Routed 11/06/2018
7
Long Pond Wireless
Telecommunication FDP180016 PDP160018
Clay Frickey /
Tenae Beane Routed 10/30/2018
8
Century Wireless
Telecommunication FDP180022 PDP170017
2
Upcoming Projects To Be Submitted
*Routed Project Information:
1. Street Park – BDR180010
Round: 3
Development Review Coordinator: NA
Development Review Planner: Pete Wray PWray@fcgov.com
Project Location: Located at 607 9th St
Project Description: This is a request a Basic Development Review to develop the existing stormwater detention
area for the City Streets Facility into a 5.3 acre neighborhood park. The site will include a recreating field,
playground, basketball court, covered picnic shelter and restroom.
PDT USE ONLY: S:\CDNS\Planning\Project Submittal Documents\Streets Park ‐ BDR180010\Round 3
2. FTC Foxstone – PDP180007
Round: 2
Development Review Coordinator: Brandy Bethurem Harras BBethuremHarras@fcgov.com
Development Review Planner: Pete Wray PWray@fcgov.com
Project Location: Located at 1961 Caribou Dr
Project Description: This is a request for a Project Development Plan without subdivision plat for an unmanned
telecommunications site consisting of (3) antenna arrays on a new self‐supporting tower and associated
equipment concealed on the ground.
PDT USE ONLY: S:\CDNS\Planning\Project Submittal Documents\FTC Foxstone\PDP\Round 2
3. NORTHFIELD FILING 1 EXPANDED – PDP180011
AT&T Prospect &
Lemay MA180073 Missy Nelson 10/17/2018 10/31/2018
Ed Carroll Motors MA180031 Missy Nelson 10/17/2018 10/31/2018
Brownes on Howes MA180074 Arlo Schumann 10/18/2018 11/01/2018
Project Name/Type Planner/Coordinator Tentative Submittal Date
Breeze Thru Headquarters
(Round 2) Kai Kleer / Todd 10/24/2018
3
Round: 2
Development Review Coordinator: Todd Sullivan tsullivan@fcgov.com
Development Review Planner: Ted Shepard tshepard@fcgov.com
Project Location: Located at the northwest corner of Suniga and Lemay Avenue (Lindenmeier)
Project Description: This is a request for a Project Development Plan to construct a single and multi‐family
development on a 55.3 acre site. The project consists of multiple buildings types with a total of 440 dwelling
units, and commercial unit(s) of 2,650 sq. ft. Buildings will be between one and three stories. The site is located
in the LMN( Low Density Mixed‐Use Neighborhood) zone district.
PDT USE ONLY:
S:\CDNS\Planning\Project Submittal Documents\Northfield PDP\Northfield Filing 1
Extended\PDP180011\1_Submittal\Round_2\YYYY_MMDD_Submittal_Documents
4. GULLEY DURAN SINGLE‐FAMILY RESIDENCE – FDP180021
Round: 2
THIS HAS BEEN APPROVED FOR A 2 WEEK ROUND OF REVIEW
COMMENTS ONLY
Development Review Coordinator: Todd Sullivan tsullivan@fcgov.com
Development Review Planner: Kai Kleer kkleer@fcgov.com
Project Location: Located approximately 1/4 mile north of W Trilby Road and 1/4 mile west of S Shields Street
Project Description: This is a combination Project Development Plan and Final Plan request to construct a single‐
family dwelling and barn at parcel #961040006. The site would be accessed from S Shields Street from the
existing driveway that runs along the north side of the adjacent greenhouse. The property is within the Urban
Estate (UE) zone district and is subject to an Administrative (Type 1) review.
PDT USE ONLY:
S:\CDNS\Planning\Project Submittal Documents\Gulley Duran Single‐Family
Residence\FDP000000\0_Submittal\Round_2\YYYY_MMDD_Submittal_Documents
5. 1032 W PROSPECT ROAD EXTRA OCCUPANCY – BDR180033
Round: 1
COMMENTS ONLY
Development Review Coordinator: Todd Sullivan tsullivan@fcgov.com
Development Review Planner: Shawna VanZee svanzee@fcgov.com
Project Location: Located at the northeast corner of W Prospect Road and S Shields Avenue.
Project Description: This is a request for a Basic Development Review to allow for Extra Occupancy for five (5)
occupants in a single‐family house at 1032 W Prospect Road. This is located in the High Density Mixed‐Use
Neighborhood (HMN) zone district.
PDT USE ONLY:
S:\CDNS\Planning\Project Submittal Documents\Gulley Duran Single‐Family
Residence\FDP000000\0_Submittal\Round_2\YYYY_MMDD_Submittal_Documents
4
6. SW PROSPECT & I‐25– Road Project – RP180001
Round: 1
Development Review Coordinator: Brandy Bethurem Harras bbethuremharras@fcgov.com
Development Review Engineer: Marc Virata MVirata@fcgov.com
Project Location: Located at SW Prospect & I‐25 / East Half of Section 21, Township 7 North Rage 68 West of the
6th P.M.
Project Description: The project is proposing an interim roadway section with an asphalt width of 28 feet, which
allows for two 12’ travel lanes with a 2’ asphalt shoulder on either side. This interim cross‐section is proposed to
match the existing cross‐section currently located on the site. A drainage swale is designed on the high gradient
side that will travel along the roadway and collects at a natural low point in the property, where it is diverted
under the roadway to the low gradient side. The low gradient side will tie into existing grade at a 4:1 slope. The
project will also include public infrastructure require for future development within the relocation of the SW
Frontage Road, which include public water and wastewater.
PDT USE ONLY: S:\CDNS\Planning\Project Submittal Documents\SW Prospect & I‐
25\0_Submittal\Round_1\Submittal_Documents
7. Long Pond Wireless Telecommunications Facility – FDP180016
Round: 3
THIS HAS BEEN APPROVED FOR A 2 WEEK ROUND OF REVIEW
Development Review Coordinator: Tenae Beane tbeane@fcgov.com
Development Review Engineer: Clay Frickey cfrickey@fcgov.com
Project Location: Located at 2008 Turnberry Rd
Project Description: This is a request for a Final Plan to construct a wireless telecommunications tower at 2008
Turnberry Rd (parcel 883200502). The proposed facility will house a 45' silo communications tower. The site is
located in the Low Density Mixed‐Use Neighborhood (LMN) district.
PDT USE ONLY: S:\CDNS\Planning\Project Submittal Documents\Long Pond Wireless Telecommunications
Facility and Addition of Permitted Use\FDP\Round 3
8. Century Wireless Telecommunications Facility – FDP180022
Round: 2
THIS HAS BEEN APPROVED FOR A 2 WEEK ROUND OF REVIEW
Development Review Coordinator: Tenae Beane tbeane@fcgov.com
Development Review Engineer: Clay Frickey cfrickey@fcgov.com
Project Location: 620 W Horsetooth Rd
Project Description: This is a request for a Final Development Plan to build a 55 foot telecommunications tower
disguised as a bell tower and accompanying a 40 foot by 40 foot fenced facility . This site is located in the Low
Density Residential (RL) zone district.
5
PDT USE ONLY: S:\CDNS\Planning\Project Submittal Documents\Century Addition of Permitted Use ‐ 620 W
Horsetooth WTE\FDP\Round 2
NOTE: For additional rounds of review, please ensure your prior workflow tasks in Accela have been completed
Document Download. Paper copies will not be distributed. Digital copies are available for download at the links under
the individual project.
FOR OUTSIDE AGENCIES:
Go to http://citydocs.fcgov.com/ Enter project number in the search bar to find submittal materials.
Please allow 1‐2 business days for the records to be updated.
The Staff Review Meetings are scheduled for November 7th (unless otherwise noted). The Staff Review Agenda
will indicate the time of the meeting.
Please provide any comments you may have in Accela by the due date. Please save any redlines to the “Redlines”
folder in the Project Submittal Documents file or email directly to the Development Review Coordinator.
If you do not have access to the Accela program, please send your comments via email to the Development Review
Coordinator for the project. Should you need assistance with entering comments in Accela or have any other questions,
please contact the Development Review Coordinator prior to the meeting.
If additional submittal documents were requested and are not provided or if there are other issues with the electronic
document routing, please notify the Development Review Coordinator as soon as possible.
Thanks,
Development Review Coordination
Tenae Beane / Brandy Bethurem Harras / Todd Sullivan
City of Fort Collins Community Development & Neighborhood Services
281 N. College Ave.
Fort Collins, CO 80524
970.221.6689
DRCoord@fcgov.com
Project Name
Project Location
Project Description:
Applicant Name/Company/Phone #:
Proposed Staff Review Meeting Date: Wednesday, November 07, 2018
Proposed Comments Due Date: Tuesday, November 06, 2018
Development Review Engineer: Marc Virata
Development Review Coordinator: Brandy Bethurem Harras
In the grid below, each department will complete:
* ASSIGNED REVIEWER - Enter the name of the department reviewer.
* DATE - Enter the date the submittal was reviewed for completeness.
* SUBMITTAL STATUS - Select from the drop-down list either Complete, Incomplete, or N/A
DEPARTMENT ASSIGNED REVIEWER DATE
SUBMITTAL
STATUS
NOTES/ITEMS MISSING
File: Project Planner
Building Inspection
Development Review Engineering Marc Virata 10/18/2018 Complete
Economic Development
Environmental Planner Stephanie Blochowiak 10/17/2018 Complete
FYI: OK to proceed with this small portion and road project but Ecological Characterization Study (ECS)
needed - full ECS including USACE wetlands delineation needed for a larger PUD if that PUD extends south
all way to Running Dear NA/Archery Range; area wetlands may be jurisdictional (e.g. federal). Steph B and
Molly R met onsite with ecological consultant March 2018.
Environmental Services Jonathon Nagel # 10/17/2018 n/a
Forestry Molly Roche 10/18/2018 Complete
GIS
Historic Preservation
CFC Light & Power
Neighborhood Services
Park Planning
Pavement Management
- Poudre Fire Authority
Real Estate Planning
Technical Services Jeff County 10/19/2018 Complete
Traffic Operations Martina Wilkinson 10/18/2018 Complete
Ok to move forward without a TIS. We'll need that for any land use proposal in
the future.
Transfort
Transportation Capital Expansion
Transportation Planning
Water Conservation
Zoning
City Water Utilities Eng. (Stormwater) Dan Mogen 10/18/2018 Incomplete Drainage report required.
City Erosion Control (SWMP Review) Jesse Schlam 10/18/2018 Complete Materials are acceptable for PDP will need to be received for FDP rounds
Floodplain
Other
Other
SW Prospect & I-25
SW Prospect & I-25
Bo Brown, CSURF, 970.492.4503
SUBMITTAL REVIEW FOR COMPLETENESS AND DEPARTMENT ASSIGNMENT FORM
The project is proposing an interim roadway section with an asphalt width of 28 feet, which allows for two 12’ travel lanes with a 2’
asphalt shoulder on either side. This interim cross-section is proposed to match the existing cross-section currently located on the
site. A drainage swale is designed on the high gradient side that will travel along the roadway and collects at a natural low point in
the property, where it is diverted under the roadway to the low gradient side. The low gradient side will tie into existing grade at a
4:1 slope. The project will also include public infrastructure require for future
SW Prospect / I-25 Road Project
Project Narrative
Project Location:
The project is located within the East Half of Section 21, Township 7 North, Range 68 West of the 6th
P.M. More specifically the project is located on the southwest corner of the intersection of Interstate 25
and E. Prospect Road. The project is located within a 142-acre property currently owned by Colorado
State University Research Foundation. The project will consist of relocating a portion of the Southwest
Frontage Road currently owned and maintained by the Colorado Department of Transportation (CDOT).
Project Process:
The relocation of the frontage road is proposed as a Road Project (RP) and is accompanied with a Right-
of-Way Dedication Application for the Right-of-Way required to encompass the new roadway alignment.
While the Right-of-Way dedication will include the width of a proposed ultimate section, the fees have
been calculated to include the Right-of-Way required for the interim section plus 4’ shoulders on both
sides for a total width of 36 feet.
Project Description:
The project is proposing an interim roadway section with an asphalt width of 28 feet, which allows for
two 12’ travel lanes with a 2’ asphalt shoulder on either side. This interim cross-section is proposed to
match the existing cross-section currently located on the site. A drainage swale is designed on the high
gradient side that will travel along the roadway and collects at a natural low point in the property,
where it is diverted under the roadway to the low gradient side. The low gradient side will tie into
existing grade at a 4:1 slope. The project will also include public infrastructure require for future
development within the relocation of the SW Frontage Road, which include public water and
wastewater.
This Road Project (RP) is proposed to be followed by a Planned Unit Development (PUD) process and a
Project Development Plan (PDP) for a portion of the overall PUD area, referred to Phase I hereon. The
reason for processing the Road Project prior to the PUD and PDP is to have the realignment of the
frontage road constructed prior to the improvements proposed by CDOT to the intersection of E.
Prospect Road and Interstate 25. The proposed improvements by CDOT would require a portion of the
SW Frontage Road to be relocated to allow for additional width within the CDOT Interstate 25 Corridor.
The alignment that CDOT is currently proposing does not meet Larimer County Urban Area Street
Standards (LCUASS) minimum radii for any street classification. This would require the realigned
frontage road to be removed and replaced per LCUASS minimum standards at the time of the PDP for
Phase I. The proposed interim section would remain until Phase I is approved and constructed, at which
point, the approved ultimate section would be constructed. Without knowing the exact ultimate section
that would be designed and approved, the interim section would result in the least amount of
reconstruction and redesign. Along with the interim cross-section, an interim pavement section is
proposed and would exclude the top lift of asphalt. This would allow for wearing to occur prior to the
construction of the ultimate section, at which point, the entire street section would be constructed with
the top lift allowing for the entire roadway to look and feel like a new street.
Submittal Documents:
The documents that will be submitted with the Road Project include the following items
• Project Narrative
• Utility Plans
• Transportation Development Review Fee Form
• Deed of Dedication
The project is located within the Boxelder Sanitation District and the ELCO Water District. Plans
required for water and sewer improvements will be sent directly to Boxelder and ELCO for their review
and approval. We would look to the City to route and coordinate with CDOT for review of this project.
With the project only including the relocation of the frontage road, many items required for a Project
Development Plan (PDP) are not included for reasons described hereon. A Geotechnical Report has not
been provided with Road Project, but a complete pavement design will be required at the time of
construction. A Traffic Impact Study has not been provided with the understanding that traffic counts
would stay consistent with existing conditions after the completion of the project. The functionality of
the roadway would also improve by the new alignment and larger sweeping curves. A Drainage Report
has not been included with the understanding that the overall impervious would stay the same with the
realignment of this roadway by keeping the existing roadway cross-section. With the project being
followed closely by a PUD and PDP application, we have not provided and Ecological Study. Through
previous meetings with City Staff, it was discussed that there is currently a high-quality wetland located
in the middle of the overall site. It is the overall project’s objective for the entire property to make all
enhancements and wetland mitigations in that one location to enhance the existing wetland and make it
a feature for the entire project to enjoy and use.
Maintenance & Repairs:
The standard Maintenance and Repair Agreements are proposed to start at the time the interim
roadway section is completed. These agreements would restart at the time the final lift of the ultimate
section is constructed for Phase 1 of the PDP to follow the project. It is proposed that after the
Maintenance Agreement period of the interim road has expired, the City of Fort Collins would take the
maintenance of the proposed frontage road, which would include snow clearing at the priority level of a
local roadway.
PROSPECT ROAD
INTERSTATE 25
PROSPECT ROAD
BOXELDER DR.
CARRIAGE PKWY
KITCHELL WAY
SUMMIT VIEW DR.
OCTOBER 2018 CONTACT INFORMATION
Northern Engineering Services, Inc.
Cody Snowdon, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH 1"=2000'
OWNER
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
PROJECT DATUM: NAVD88
City of Fort Collins benchmark 2-01
Located on the North side of Horsetooth Road on the concrete base of the West gate post to
the large gravel pit approx. 1/2 mile East of Ziegler Road.
Elevation=4861.39
City of Fort Collins benchmark 29-01
Located on the South side of Prospect Road, East of the intersection of the West frontage
road of I-25 and Prospect Road, East of the Colorado Welcome Center, on a concrete
headwall to an irrigation pipe.
Elevation=4904.41
Basis of Bearings
Assuming the North line of the Northeast Quarter of Section 21, T.7N., R.69W., as bearing
North 88°38'29" West being a Grid Bearing of the Colorado State Plane Coordinate System,
North Zone, North American Datum 1983/92, a distance of 2642.40 feet with all other bearings
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
A. GENERAL NOTES
1. All materials, workmanship, and construction of ppublic 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.
MODIFIED MINOR COLLECTOR
\A1;84' ROW
2% MIN.
(4% MAX.)
15' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
\A1;6'
10'
PKWY.
12' CENTER LANE
12' TRAVEL LANE
12' TRAVEL LANE
15' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
\A1;6'
10'
PKWY.
8' BIKE LANE
8' BIKE LANE
\A1;84' ROW
\A1;12' -EOA
\A1;28' ROADWAY
2% MIN.
(4% MAX.)
\A1;12' -EOA
15' UTILITY
EASEMENT
4:1 MAX
4:1 MAX
12' TRAVEL LANE
12' TRAVEL LANE
15' UTILITY
EASEMENT
2' ASPHALT SHOULDER
4:1 MAX
TEMPORARY FRONTAGE ROAD
2' ASPHALT SHOULDER
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:
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X X X
X X
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
M
SS SS
S
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X X X
X
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+50
STA. 24+27.13
STUB w/ PLUG
T.O.P.=4894.93
STA. 24+68.21
12"x8" TEE
T.O.P.=4895.30
STA. 33+45.74
12"x8" CROSS
T.O.P.=4895.05
STA. 34+05.52
12"x6" SWIVEL TEE
T.O.P.=4894.76
STA. 25+11.10
22.5° BEND
BEGIN HORZ. DEFL.
T.O.P.=4896.96
STA. 32+86.15
END HORZ. DEFL.
T.O.P.=4895.35
STA. 29+45.52
12"x6" SWIVEL TEE
T.O.P.=4897.10
STA. 26+25.00
12"x6" SWIVEL TEE
T.O.P.=4898.69
4903.86
4903.86
4903.35
4902.84
4902.34
4901.83
4901.32
4900.81
4900.30
4899.80
4900.24
4902.15
4904.01
4904.01
4903.96
4903.74
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00
4899.31
4898.87
4899.08
4899.57
4900.07
4900.56
4901.05
4901.54
4901.95
4899.43
4899.18
4899.06
4898.94
4898.85
4898.88
4898.96
4899.21
4899.33
4899.45
4899.70
4899.82
4899.94
4900.19
4900.31
4900.43
4900.68
4900.80
4900.93
4901.17
4901.30
4901.42
4901.66
4901.77
4901.85
4901.93
4901.47
4898.57
12" PVC
12" PVC
12" PVC
STA. 37+97.6
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
EXISTING
GROUND
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
12" PVC
STA. 10+00.0
8"x12" TEE
T.O.P.=4898.97
STA. 10+57.4
1.7° DEFLECTION
T.O.P.=4897.13
STA. 11+76.5
45.0° DEFLECTION
T.O.P.=4896.96
STA. 11+80.0
45.0° DEFLECTION
T.O.P.=4893.45
STA. 11+98.8
45.0° DEFLECTION
T.O.P.=4893.45
STA. 12+01.7
45.0° DEFLECTION
T.O.P.=4896.43
STA. 16+95.57
12"x12" TEE
T.O.P.=4896.31
STA. 16+01.93
12"x6" SWIVEL TEE
T.O.P.=4894.46
STA. 15+81.44
90° BEND
T.O.P.=4893.36
STA. 15+66.25
22.5° BEND
T.O.P.=4892.56
STA. 10+24.46
45° BEND
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50
4903.86
4903.86
4903.35
4902.84
4902.34
4901.83
4900.24
4902.15
4904.01
4904.01
4903.96
4903.74
4903.61
4903.48
4903.23
4903.10
4902.97
4902.72
4902.59
4902.46
4902.21
4902.08
4901.95
4901.70
12" PVC
12" PVC
12" PVC
STA. 26+73.5
44.9° DEFLECTION
T.O.P.=4898.49
STA. 26+75.8
45.0° DEFLECTION
T.O.P.=4896.15
STA. 26+85.8
45.0° DEFLECTION
T.O.P.=4896.15
STA. 26+88.1
45.1° DEFLECTION
T.O.P.=4898.41
STA. 24+27.13
12" STUB w/ PLUG
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 41+50
4901.32
4900.81
4900.30
4899.80
4899.31
4898.87
4899.08
4899.57
4900.07
4900.56
4901.05
4901.45
4901.19
4901.07
4900.94
4900.68
4900.56
4900.43
4900.18
4900.05
4899.93
4899.68
4899.55
4899.43
4899.18
4899.06
4898.94
4898.85
4898.88
4898.96
4899.21
4899.33
4899.45
4899.70
4899.82
4899.94
4900.19
4900.31
4900.43
4900.68
4900.80
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
41+50 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 53+50
4901.54
4901.95
4901.42
4901.66
4901.77
4901.85
4901.93
4901.47
4898.57
12" PVC
STA. 43+98.88
<edit>° BEND
T.O.P.=4893.45
STA. 42+59.13
END HORZ. DEFL.
T.O.P.=4896.31
STA. 42+49.13
12"x6" SWIVEL TEE
T.O.P.=4896.37
100.0' DEF.
STA. 42+27.34
T.O.P.=4896.37
STA. 43+27.35
T.O.P.=4894.89
(@ 0.4°)
71.5' DEF.
STA. 43+27.35
T.O.P.=4894.89
STA. 43+98.88
T.O.P.=4893.45
(@ 0.5°)
EXISTING
GROUND
TOP OF
WATER PIPE
PROPOSED
GROUND
PROPOSED
GROUND
12" PVC
12" PVC
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
53+50 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 65+50
EXISTING
GROUND
12" PVC
12" PVC
STA. 56+52.9
0.1° DEFLECTION
T.O.P.=4894.06
STA. 62+49.13
12"x6" SWIVEL TEE
T.O.P.=4892.64
STA. 57+49.13
12"x6" SWIVEL TEE
T.O.P.=4893.83
FUTURE SANITARY LINE B
SEE SHEET C2.16-C2.18
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X X X X X X X X X
X
X
X X X X X X X X X
X X X X X X
/
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
65+50 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 77+50
EXISTING
GROUND
12" PVC
12" PVC
12" PVC
STA. 69+44.1
0.2° DEFLECTION
T.O.P.=4890.98
STA. 75+85.6
0.5° DEFLECTION
T.O.P.=4891.97
STA. 77+21.0
12"x2
1
2"TEE
T.O.P.=4891.06
STA. 74+35.02
11.25° BEND
T.O.P.=4891.74
STA. 72+53.15
90° BEND
T.O.P.=4891.46
STA. 67+47.38
12"x6" SWIVEL TEE
T.O.P.=4891.45
STA. 71+22.21
BEGIN HORZ. DEFL.
T.O.P.=4891.26
STA. 72+34.91
END HORZ. DEFL.
T.O.P.=4891.43
X X X
X X
X
SS
W
W
W
W W
374.83 LF 12" PVC
S09°52'53"E
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
19+00 20+00 21+00 22+00 23+00 24+00
EXISTING
GROUND
PROPOSED
GROUND
4903.91
4902.42
4899.58
4901.74
4904.30
4904.42
4904.12
4900.42
4898.12
EXISTING
GROUND
PROPOSED
GROUND
SSMH A5
STA 22+76.97
RIM 4902.6±
INV. IN 4891.47 (S)
INV. OUT 4891.35 (N)
270.79 LF 12" PVC @ 0.22%
SS STUB A4
STA 20+06.18
INV. 4890.75 (S)
INV. 4890.75 (N)
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12" PVC
SANITARY SEWER
12" PVC WATER
STA.=21+14.38
TOP=4898.11
E E
E
E
E
E E
E
E
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
40+50 40+00 39+00 38+00 37+00
EXISTING
GROUND
139.75 LF 12" PVC @ 0.22%
SSMH B10
STA 40+02.67
RIM 4902.0±
INV. OUT 4891.20 (S)
PROPOSED
GROUND
SS STUB B9
STA 38+62.92
INV. 4890.89 (N)
INV. 4890.89 (S)
4898.18
4901.24
4901.86
4902.01
4902.02
PROPOSED
GROUND
EXISTING
GROUND
FUTURE 12" PVC
SANITARY SEWER
W
W W W
W
W
W
W
W
W
W
FO FO
FO FO
FO FO
FO
FO
FO FO FO
OHE
OHE
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
SSMH A2
STA 12+79.68
RIM 4901.7±
INV. IN 4888.75 (E)
INV. IN 4888.75 (S)
INV. OUT 4888.55 (W)
147.58 LF 12" PVC @ 0.22% 132.10 LF 12" PVC @ 0.22%
SSMH A1
STA 11+47.58
RIM 4899.4±
INV. IN 4888.26 (E)
INV. OUT 4888.06 (NW)
EXMH A
STA 10+00.00
RIM 4899.0±
INV. IN 4887.74 (N)
INV. IN 4887.74 (SE)
INV. OUT 4887.74 (W)
212.82 LF 12" PVC @ 0.22% 346.96 LF 12" PVC @ 0.22%
SSMH A3
STA 14+92.50
RIM 4901.0±
INV. IN 4889.42 (S)
INV. OUT 4889.22 (N)
166.71 LF 12" PVC @ 0.22%
SSMH A4
STA 18+39.46
RIM 4900.4±
INV. IN 4890.38 (S)
INV. OUT 4890.18 (N)
12" PVC WATER
STA.=12+69.68
TOP=4896.28
EXISTING
GROUND
SS STUB A4
STA 20+06.18
INV. 4890.75 (S)
INV. 4890.75 (N)
EXISTING
GROUND
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
292.79 LF 12" PVC @ 0.22% 292.79 LF 12" PVC @ 0.22%
277.31 LF 12" PVC @ 0.25%
SSMH A9
STA 31+39.86
RIM 4897.0±
INV. OUT 4893.85 (N)
SSMH A8
STA 28+47.07
RIM 4898.6±
INV. IN 4893.20 (S)
INV. OUT 4893.00 (N)
SSMH A7
STA 25+54.28
RIM 4899.9±
INV. IN 4892.36 (S)
INV. OUT 4892.16 (N)
SSMH A5
STA 22+76.97
RIM 4902.6±
INV. IN 4891.47 (S)
INV. OUT 4891.35 (N)
12" PVC WATER
STA.=21+14.38
TOP=4898.11
EXISTING
GROUND
PROPOSED
GROUND
270.79 LF 12" PVC @ 0.22%
4901.74
4903.91
4904.30
4904.42
4904.12
4902.42
4900.42
4898.12
EXISTING
GROUND
PROPOSED
GROUND
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
SSMH A2
STA 10+00.00
RIM 4901.7±
INV. IN 4888.75 (E)
INV. IN 4888.75 (S)
INV. OUT 4888.55 (W)
338.59 LF 12" PVC @ 0.22% 186.94 LF 12" PVC @ 0.22%
SSMH A2-1
STA 13+38.59
RIM 4902.0±
INV. IN 4889.70 (S)
INV. OUT 4889.50 (W)
362.67 LF 12" PVC @ 0.22%
SSMH A2-2
STA 15+25.53
RIM 4901.8±
INV. IN 4890.31 (S)
INV. OUT 4890.11 (N)
SSMH A2-3
STA 18+88.20
RIM 4901.0±
INV. IN 4891.31 (S)
INV. OUT 4891.11 (N)
EXISTING
GROUND
EXISTING
GROUND
E
E
E
E
E
E
E
E
E
FO FO
FO
FO
FO
FO
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
213.98 LF 12" PVC @ 0.22%
191.46 LF 12" PVC @ 0.22% 220.14 LF 12" PVC @ 0.22%
SSMH A2-5
STA 22+93.64
RIM 4899.4±
INV. IN 4892.60 (S)
INV. OUT 4892.40 (N)
SSMH A2-4
STA 21+02.18
RIM 4901.0±
INV. IN 4891.98 (S)
INV. OUT 4891.78 (N)
162.32 LF 12" PVC @ 0.22%
SSMH A2-6
STA 25+13.78
RIM 4898.1±
INV. IN 4893.28 (S)
INV. OUT 4893.08 (N)
57.82 LF 12" PVC @ 0.22%
SS STUB A2-9
STA 27+91.74
RIM 4895.2±
INV. IN 4894.09 (S)
INV. OUT 4894.09 (N)
SSMH A2-8
STA 27+33.92
RIM 4900.9±
INV. IN 4893.97 (S)
INV. OUT 4893.77 (N)
12" PVC WATER
STA.=27+23.78
TOP=4892.22
EXISTING
GROUND
PROPOSED
GROUND
18" MIN.
SS STUB A2-7
STA 26+76.10
INV. 4893.64 (S)
INV. 4893.64 (N)
4875
4880
4885
4890
4895
4900
4905
4910
4915
4875
4880
4885
4890
4895
4900
4905
4910
4915
20+50 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH B
STA 10+00.00
RIM 4902.4±
INV. IN 4881.50 (E)
INV. IN 4883.00 (N)
INV. OUT 4881.50 (W)
400.00 LF 12" PVC @ 0.22% 138.41 LF 12" PVC @ 0.22%
SSMH B1
STA 11+38.41
RIM 4896.3±
INV. IN 4883.50 (N)
INV. OUT 4883.30 (S)
400.00 LF 12" PVC @ 0.22%
SSMH B2
STA 15+38.41
RIM 4897.0±
INV. IN 4884.58 (N)
INV. OUT 4884.38 (S)
SSMH B3
STA 19+38.41
RIM 4897.8±
INV. IN 4885.66 (N)
INV. OUT 4885.46 (S)
EXISTING
GROUND
APPROXIMATE DEPTH
EXISTING 30" INVERT = 15'
EXISTING
GROUND
W W W
W
W
W
W
W
W
W
W
W W
W W W
W
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
31+50 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+50
400.00 LF 12" PVC @ 0.22% 400.00 LF 12" PVC @ 0.22%
297.21 LF 12" PVC @ 0.22%
SSMH B5
STA 27+38.41
RIM 4899.7±
INV. IN 4887.82 (N)
INV. OUT 4887.62 (S)
SSMH B6
STA 30+35.62
RIM 4900.0±
INV. IN 4888.67 (N)
INV. OUT 4888.47 (S)
SSMH B4
STA 23+38.41
RIM 4899.0±
INV. IN 4886.74 (N)
INV. OUT 4886.54 (S)
EXISTING
GROUND
EXISTING
GROUND
W
W
W W W
W W W
W
W
W
W
W
W
W
W W
W
W W
W
W
W
W
W
W
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
40+50 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+50
247.11 LF 12" PVC @ 0.22% 400.00 LF 12" PVC @ 0.22%
SSMH B7
STA 34+35.62
RIM 4900.0±
INV. IN 4889.75 (N)
INV. OUT 4889.55 (S)
SSMH B8
STA 36+82.73
RIM 4899.6±
INV. IN 4890.49 (N)
INV. OUT 4890.30 (S)
EXISTING
GROUND
139.75 LF 12" PVC @ 0.22%
SSMH B10
STA 40+02.67
RIM 4902.0±
INV. OUT 4891.20 (S)
PROPOSED
GROUND
180.19 LF 12" PVC @ 0.22%
SS STUB B9
STA 38+62.92
INV. 4890.89 (N)
INV. 4890.89 (S)
4898.18
4901.24
4901.86
4902.01
4902.02
EXISTING
GROUND
PROPOSED
GROUND
W W
W
W
W
W
W
W
84' ROW
(BY SEPARATE
DOCUMENT
REC. NO.
_______________)
E
E
E
E
E
E
E
E
E
E
FO
FO
FO
FO
ST
W
FO FO
FO
FO
FO
FO
E
E
E
E
ST ST
/ / / / / / / / / / / / / / / /
X X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
M
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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SW FRONTAGE ROAD
SANITARY LINE A
SEE SHEET C2.10
84' ROW
(BY
SEPARATE
DOCUMENT
REC. NO.
___________
____)
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / / / / /
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
4903.13
4903.63
4904.13
4904.63
4905.08
4904.82
4904.12
4903.42
4903.26
4903.38
4903.51
4903.76
4903.88
4904.01
4904.26
4904.38
4904.51
4904.76
4904.88
4905.00
4905.10
4905.06
4904.97
4904.65
4904.47
4904.30
4903.95
4903.77
4903.60
4903.25
0.50%
-0.70%
PVI STA = 10+00.00
PVI ELEV = 4903.13
135.0' VC
HP ELEV = 4905.10
HP STA = 14+21.30
PVI STA = 14+32.55
PVI ELEV = 4905.30
BVCS: 13+65.05
BVCE: 4904.96
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
4902.72
4902.02
4901.32
4900.62
4899.92
4899.24
4899.21
4899.71
4902.90
4902.55
4902.37
4902.20
4901.85
4901.67
4901.50
4901.15
4900.97
4900.80
4900.45
4900.27
4900.10
4899.75
4899.57
4899.40
4899.14
4899.10
4899.12
4899.33
4899.46
4899.58
4899.83
-0.70%
0.50%
120.0' VC
LP ELEV = 4899.10
LP STA = 23+53.07
PVI STA = 23+43.07
PVI ELEV = 4898.92
BCVS: 22+83.07
BVCE: 4899.34
ECVS: 24+03.07
4885
4890
4895
4900
4905
4910
4915
4920
4925
4885
4890
4895
4900
4905
4910
4915
4920
4925
25+50 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50
4900.08
4900.21
4900.33
4900.46
4900.58
4900.71
4900.83
4900.96
4901.08
4901.21
4901.33
4901.46
4901.58
4901.71
4901.83
4901.95
4902.03
4902.06
4902.03
4901.96
4901.84
4901.71
4901.59
4901.46
4901.34
4901.21
4901.09
4900.96
4900.84
0.50%
-0.50%
PVI STA = 32+92.76
PVI ELEV = 4900.75
120.0' VC
HP ELEV = 4902.06
HP STA = 30+00.31
PVI STA = 30+00.31
PVI ELEV = 4902.21
BVCS: 29+40.31
BVCE: 4901.91
EVCS: 30+60.31
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
1/4 O.D. 4" MIN.
TRENCH BACKFILL
UNDISTURBED SOIL
3/4" WASHED ROCK COMPACTED
PIPE SUBGRADE
CLASS B BEDDING DETAIL
PIPE O.D.
PIPE SUBGRADE
UNDISTURBED SOIL
1/4 O.D. 4" MIN.
DO NOT USE
MECHANICAL EQUIPMENT
IN THIS ZONE
CAREFULLY COMPACTED
SELECT SOIL
MODIFIED CLASS B BEDDING DETAIL
CLASS B BEDDING DETAIL RKB 10/91
12" MIN.
CAREFULLY COMPACTED
SELECT SOIL
DO NOT USE
MECHANICAL EQUIPMENT
IN THIS ZONE
REQD WITH RCP, VCP, CIP & DIP
3/4" WASHED ROCK COMPACTED
REQD WITH PVC, RPM, STL & CMP
12" MIN.
TRENCH BACKFILL
REVISED: 5/6/94
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
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
C5.01
UTILITY DETAILS
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
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
C5.02
DRAINAGE DETAILS
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
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
C5.03
SITE DETAILS
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
X
X X
X X
ST
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/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
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 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
C6.01
EROSION CONTROL DETAILS
B. Ruch
M. Kuehnel
N/A
35
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
9,028
1,504.7
FCMaps
This map is a user generated static output from the City of Fort Collins FCMaps
Internet mapping site and is for reference only. Data layers that appear on this
map may or may not be accurate, current, or otherwise reliable.
City of Fort Collins - GIS
1,143.0
1:
WGS_1984_Web_Mercator_Auxiliary_Sphere
0 571.50 1,143.0 Feet
Notes
Legend
6,859
Parcels
Growth Management Area
Parks
Schools
Natural Areas
City Limits
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
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"
R=5'
20' MIN.
A
SECTION A
3" - 6" ROCK
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.
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
NOT TO SCALE
CONCRETE WASHOUT AREA
VEHICLE TRACKING CONTROL PAD SILT FENCE/PERIMETER PROTECTION
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
PREASSEMBLED SILT FENCE
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
COMPACTED BACKFILL
SF SF
NOT TO SCALE
SWALE WATTEL DIKE
SOIL RIPRAP INSTALLATION
NOTES
1. CONCRETE WASHOUT AREA SHALL BE
INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2. VEHICLE TRACKING CONTROL IS REQUIRED IF
ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
3. 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.
4. THE CONCRETE WASHOUT AREA SHALL BE
REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5. THE CONCRETE WASHOUT SHOULD BE
EMPTIED WHEN HALF OF TOTAL HOLDING
CAPACITY HAS BEEN REACHED.
6. AT THE END OF CONSTRUCTION, ALL
CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN ACCEPTED
WASTE SITE.
7. 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.
8. LOCATION OF CONCRETE WASHOUT AREA IS
CONCEPTUAL ONLY. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CWA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUND WATER IS ENCOUNTERED.
TYPE H
TYPE M
TABLE I
CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
RIPRAP
DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)*
TYPE VH
50 * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
2-10
70-100
35-50
24
9
33
6
42
18
70-100 30
TABLE II
GRADATION FOR GRANULAR BEDDING
U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A
SIEVE SIZE
3 INCHES
1 1/2 INCHES
3/4 INCHES
3/8 INCHES
#4
#16
#50
#100
#200
PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES
--
--
--
100
95-100
45-80
10-30
2-10
0-2
90-100
--
20-90
--
0-20
--
--
--
0-3
M (d = 12
IN.)
H (d = 18 IN.)
VH (d = 24
TABLE III
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES
COURSE-GRAINED SOILS**
4
6
6
6
8
8
50
50
50
TYPE II
\A1;2'\\A1;SEE TABLE A1;50 2*d III
\A1;SEE TABLE III
STABILIZATION
TOPSOIL
FLARED END SECTION (TYP.)
GRANULAR BEDDING
STABILIZATION
TOPSOIL
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
SOIL RIPRAP AT PIPE OUTLET
{WITH CUTOFF WALL}
SOIL RIPRAP AT PIPE OUTLET
{WITHOUT CUTOFF WALL}
* MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE
SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE
PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION
OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES
IS ACCEPTABLE.
** FIFTY PERCENT OR MORE BY WEIGHT RETAINED ON THE #40
SIEVE.
\A1;12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
STABILIZATION
TOPSOIL
{\LFILTER FABRIC PLACEMENT AND LAP DETAIL}
{\LLAP DETAIL}
MIX UNIFORMLY 65% FINISHED ORDINARY RIPRAP WITH 35% STABILIZATION TOPSOIL GRADE PRIOR TO PLACEMENT. STABILIZATION (PER TOPSOIL SHALL BE APPROVED CIVIL BY THE LANDSCAPE ARCHITECT. GRADING
PLACE STONE-SOIL MIX TO RESULT IN SECURELY PLANS) INTERLOCKED ROCK AT THE DESIGN THICKNESS AND GRADE. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED
TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. COMPACT AND LEVEL TO ELIMINATE
ALL VOIDS AND ROCKS PROJECTING ABOVE DESIGN RIPRAP TOP GRADE.
DESIGN RIPRAP GRADE
PLACEMENT OF ROCK IN TOP LAYER WILL
REQUIRE DISTURBANCE OF FIRST LAYER
SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL
VOIDS FROM FINISHED SURFACE TO SUBGRADE.
\A1;D50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
\A1;D REQUIRE ADJUSTMENT OF FIRST LIFT
4" MIN
6" MAX
5" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE TABLES II AND III BELOW.
1.GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN
MINIMAL VOIDS AND PROJECTIONS
ABOVE GRADE.
2.FINAL SOIL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK SHALL BE REWORKED. PLACE STABILIZATION TOPSOIL 4 TO 6 INCHES THICK
OVER ROCK. NO MORE THAN 25 PERCENT OF
ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON LANDSCAPE PLANS, AS APPLICABLE. COORDINATE SCOPE OF WORK AND
RESPONSIBILITIES WITH OWNER
AND LANDSCAPE CONTRACTOR.
3.PROVIDE CRIMP OR TACKIFY MULCH, HYDROMULCH, AND OR TURF REINFORCEMENT MAT (TRM) / EROSION CONTROL BLANKET ALONG WITH PLANTING, PER APPROVED LANDSCAPE PLANS, TO ENSURE VEGETATION BECOMES
ESTABLISHED AND SEED DOES
NOT WASH AWAY.
4.PREPARE COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEERING RECOMMENDATIONS, OR PLACE ON UNDISTURBED SUBGRADE.
5.TURF REINFORCEMENT MAT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS FOLLOWING PLACEMENT OF TOPSOIL AND SEEDING.
{\LTYPICAL SOIL RIPRAP PLACEMENT}
FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II
BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A
TWO LAYER FILTER.
FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS
FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM
DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING.
FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES
CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP
DEPTH, BASIN LENGTH, AND BASIN WIDTH.
COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE
ARCHITECT. NO MORE THAN 25% OF ORDINARY RIPRAP ROCK SHALL REMAIN EXPOSED.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{\LPLACEMENT NOTES:}
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
SOIL RIPRAP
SEE NOTE 4 BELOW.
SLOPE
VARIES
(SEE PLANS)
50 \A1;2*d
SOIL RIPRAP
\A1;4" TO 6"
SOIL RIPRAP
SOIL RIPRAP
(ROCK-SOIL MIX)
GRANULAR BEDDING
TOPSOIL
TRM
TURF REINFORCEMENT MAT (TRM)
TRM (SEE NOTE 5)
TRM
ENTRENCH 3"
POINT A
%%USECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
%%UPLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER
SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM
SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE
UPSTREAM SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE
SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER
ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
WD
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES
ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
STA %%uOR%%u
OR
(10" MIN. DIA.)
005
C6.01
002
C6.01
001
C6.01
003
C6.01
004
C6.01
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SW FRONTAGE ROAD
INTERSTATE 25
PROPOSED
CULVERT
PROPOSED
CULVERT
PROPOSED
CULVERT
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
WD
SF
VTC
CWA
SF
SF
SF
SF
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD WD
WD
WD
WD
WD
RP
RP
RP
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
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 )
1 inch = ft.
80 0 80 Feet
80
160 240
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
LEGEND:
4953
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPERTY BOUNDARY
BENCHMARK/BASIS OF BEARING:
SILT FENCE SF SF
RIPRAP w/ TURF REINFORCEMENT MAT RP
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. REFER TO THE DRAINAGE REPORT - N/A BY NORTHERN ENGINEERING FOR
ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VERTICAL TRACKING CONTROL VTC
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 2-01
LOCATED ON THE NORTH SIDE OF HORSETOOTH ROAD ON THE CONCRETE
BASE OF THE WEST GATE POST TO THE LARGE GRAVEL PIT APPROX. 1/2 MILE
EAST OF ZIEGLER ROAD.
ELEVATION=4861.39
CITY OF FORT COLLINS BENCHMARK 29-01
LOCATED ON THE SOUTH SIDE OF PROSPECT ROAD, EAST OF THE
INTERSECTION OF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD,
EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO
AN IRRIGATION PIPE.
ELEVATION=4904.41
BASIS OF BEARINGS
ASSUMING THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 21,
T.7N., R.69W., AS BEARING NORTH 88°38'29" WEST BEING A GRID BEARING OF
THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH
AMERICAN DATUM 1983/92, A DISTANCE OF 2642.40 FEET WITH ALL OTHER
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
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
C6.00
EROSION CONTROL PLANS
B. Ruch
M. Kuehnel
1"=80'
34
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
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.
TABLE OF CONSTRUCTION SEQUENCE AND BMP EROSION CONTROL NOTES:
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)
C6.00
Northern Engineering responses by:
Benjamin Ruch
Project Engineer
Utility construction
shown on other sheet
is conceptual. Only
the roadway and
associated crossings
will be completed in
this phase of
construction.
All slopes are 4:1
max. It is the up to
the contractor's
discretion what
method is used for
stabilization during
vegetation.
Riprap is now shown
in correct orientation.
We have replaced the
Wattle Dikes with
Rock Socks to deal
with the potential
water velocities.
All slopes are 4:1
max. It is the up to
the contractor's
discretion what
method is used for
stabilization during
vegetation.
We have replaced the
Wattle Dikes with
Rock Socks to deal
with the potential
water velocities.
B. Ruch
B. Ruch
N/A
33
NOT TO SCALE
400
C5.03
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
401
C5.03
PRELIMINARY PAVEMENT DETAIL
LOCAL
STREETS
COLLECTOR
ROADS
*PAVING DEPTHS SHOWN ARE TAKEN FROM THE "PRELIMINARY SUBSURFACE EXPLORATION REPORT CSURF 25-ACRE PARCEL SOUTHWEST OF EAST PROSPECT ROAD AND 1-25" PREPARED BY EARTH ENGINEERING CONSULTANTS
(EEC # 1072151)
\A1;6" SUBGRADE
\A1;4" ASPHALT
\A1;8" SUBGRADE
\A1;5" ASPHALT
B. Ruch
B. Ruch
N/A
32
NOT TO SCALE
300
C5.02
STORMWATER BEDDING
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
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
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
+
NOTE:
NON-SHRINK BACKFILL SHALL BE USED IN ALL PAVED AREAS.
NON-SHRINK BACKFILL SHALL BE POURED TO WITHIN 4 IN. OF THE
ASPHALT SURFACING AND ALLOWED TO SET A MINIUM OF THREE
HOURS PRIOR TO PLACING ASPHALT.
IF THE ASPHALT IS NOT PLACED THE SAME DAY, SLURRY SHALL
BE POURED TO THE TOP OF THE ASPHALT, AND A MIMNUM OF
THREE HOURS CURING TIME PRIOR TO PERMITTING TRAFFIC ON
THE SLURRY: PRIOR TO PLACING THE ASPHALT SURFACING 4 IN.
OF SLURRY MIX SHALL BE REMOVED, AND THE EXISTING PAVEMENT
SQUARE CUT TO A MINIMUM OF ONE FOOT BEYOND THE TRENCH LINE.
ASPHALT EDGES SHALL BE TREATED WITH A TACK COAT PRIOR TO PLACING
THE PERMANENT PATCH.
A MINIMUM OF FOUR INCHES OF HOT ASPHALT SHALL BE USED
FOR THE PERMANENT PATCH. COLD MIX ASPHALT MAY BE USED
AS A TEMPORARY PATCH UNTIL HOT MIX ASPHALT IS AVAILABLE.
NON-SHRINK BACKFILL
NON-SHRINK BACKFILL MIX
INGREDIENTS,
CEMENT - 0.45 SACK
WATER - 39 GALLONS
AIR (ENTRAPPED) - 1.5%
COURSE AGGREGATE
(1 IN. MAX. - SIZE 57)
SAND (ASTM C-33)
WEIGHT/C.Y.
42 LBS.
325 LBS.
1700 LBS.
1845 LBS.
3912 LBS.
NON-SHRINK BACKFILL TO BE
USED IN ALL PAVED SECTIONS
OF DEPT. OF HIGHWAY RIGHT
OF WAY.
APPROVED: DATE: DETAIL
DRAWN BY:
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700 NBJ
11-29-2000 D-30
NON-SHRINK BACKFILL (SLURRY)
NOT TO SCALE
301
C5.02
CONCRETE END SECTIONS
NOT TO SCALE
302
C5.02
NON-SHRINK BACKFILL (SLURRY)
B. Ruch
B. Ruch
N/A
31
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
NOT TO SCALE
201
C5.01
TRENCH BEDDING
NOT TO SCALE
202
C5.01
CLAY CUT-OFF WALL
NOT TO SCALE
203
C5.01
MANHOLE
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
3-PIECE VALVE BOX
GATE VALVE (AWWA C500)
WATER LINE
MECHANICAL JOINT
GATE VALVE DETAIL
BUTTERFLY VALVE
(AWWA C504)
VALVE BOX
WATER LINE
BUTTERFLY VALVE DETAIL
WATER LINE
MECHANICAL JOINT
A A
A-A
VALVE DETAIL DLS
NOTE: ALL VALVES OPEN LEFT
MECHANICAL JOINT
VALVE BOX SHALL BE SCREWED
DOWN 6" & BURIED BELOW
GRADE IF INSTALLED IN A
NON-PAVED ROADWAY
TRACER WIRE TAPED
TO TOP OF PIPE
"WATER" CAST IN TOP
OF VALVE BOX COVER
2" OPERATING NUT
OPEN LEFT
4'-0" MIN. 4'-0" MIN.
BACKFILL TO BE HANDPLACED
AND COMPACTED
TOP OF VALVE BOX SHALL
BE SET 1/8"-1/2" BELOW
SURROUNDING ASPHALT
6"
2/00
SPECIFICATION 02641
NOT TO SCALE
200
C5.01
VALVE DETAIL
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
970.221.4158
northernengineering.com
of 35
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
C5.00
UTILITY DETAILS
B. Ruch
B. Ruch
N/A
30
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
NOT TO SCALE
100
C5.00
BEDDING REQUIREMENTS
ELCO WATER DISTRICT
DETAIL:
TYPICAL FIRE HYDRANT INSTALLATION DRAWN: DATE:
5/00
SPECIFICATION 02644
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
THRUST BLOCK
12 IN.
POLYETHYLENE.
HYDRANT GRAVEL
6" C-900 PVC PIPE
OBSTRUCTIONS
NOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN. OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
TRACE WIRE TERMINAL BOX
THRUST BLOCK
SWIVEL TEE
MAIN ONLY)
(PVC WATER
TRACER WIRE
VALVE BOX
HIGH DENSITY DEVELOPMENT AREAS
BOX INSTALLATION
TRACE WIRE TERMINAL
PLAN VIEW
Fire Hydrant
TRACE WIRE TERMINAL BOX
INSTALLED EITHER RIGHT OR LEFT
OF EACH FIRE HYDRANT ASSEMBLY
HYDRANT: AWWA C502 w/ 1"
OPERATING NUT
SQUARE OPEN RIGHT
OFFSET TO SIDE - SEE PLAN VIEW
PAVEMENT
Color: #5009 Equipment Yellow
Brand: Aervoe Supreme Rust Shield
Approved Paint:
REVISED: 09/09
ADAPTED FROM CITY OF FORT COLLINS STANDARD CONSTRUCTION
SPECIFICATIONS.
REM
MEGALUG
DETACHED WALK
(ALTERNATE)
PROPERTY LINE
ELCO WATER DISTRICT
DETAIL: TYPICAL THRUST RESTRAINT DRAWN: REM 8/DATE: 00
SPECIFICATION: 02713
Swivel tee Anchor coupling
Valve
Valve
Concrete thrust block-
See Typical Thrust Blocks Detail
Water main
NOTE: IN-LINE VALVES DO NOT REQUIRE ANCHOR
COUPLING RESTRAINT
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
MIN. THRUST
AREA
CASE A
MIN. THRUST
AREA
CASE B
AREA
MIN. THRUST
MIN. THRUST
AREA
CASE C CASE D
TYPICAL THRUST BLOCKS RKB 7/92
AREA MIN. THRUST
BEARING AREAS FOR VARIOUS FITTINGS (FT 2 )
SIZE TEE & PLUG 90%%D BEND 45%%D BEND 22 1/2%%D BEND 11 1/4%%D BEND
NOTE:
1: ALL CONCRETE SHALL BE POURED AGAINST
UNDISTURBED EARTH.
2: THRUST BLOCKS SHALL BE USED FOR ALL
_ BENDS > 11 1/4 ° & ALL PLUGS.
3: ALL FITTINGS & PLUGS MUST BE WRAPPED
WITH POLYETHYLENE TO PREVENT CONCRETE
FROM ADHERING TO THE BOLTS OR PIPE.
SPECIFICATION: 02713 & 03300
ELCO WATER DISTRICT
DETAIL:
TRACE WIRE TERMINAL BOX DETAIL DRAWN: DLS DATE: 10/98
SPECIFICATION 02622
WATER
DROP LID - TOP VIEW
DROP LID - SIDE VIEW
TOP - SIDE VIEW
BOX AND LID DETAIL
NOT TO SCALE
Box installed to grade -
to either rigt or left
of all new fire hydrant
assemblies
\A1;18"
Trace wire, 12-guage
insulated stranded copper
Clean 3/4 inch rock
French drain well
INSTALLATION DETAIL
NOT TO SCALE
Note: Box and lid assembly shall be cast
iron Tyler Slip-Type model 6865 (top only)
or approved equal.
REVISED: 3/06
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
TRENCH WIDTH TABLE
PVC PIPE DUCTILE IRON PIPE AC PIPE
PIPE
DIAMETER
(inches)
MAXIMUM
TRENCH WIDTH
(inches)
PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM
4 28
6 30
8 32
10 34
12 36
14 38
16 40
18 42
24 46
4 28
6 30
8 32
10 34
12 36
4 28
6 32
8 32
10 36
12 36
14 42
16 42
18 44
24 48
SEE TRENCH WIDTH TABLE BELOW
PIPE
TRENCH DETAIL RKB 10/91
12" MIN.
SPECIFICATION: 02221
NOT TO SCALE
FIRE HYDRANT WATER MAIN LOWERING TYPICAL THRUST RESTRAINT
TYPICAL THRUST BLOCKS TRACE WIRE TERMINAL BOX TRENCH DETAIL
101
C5.00
102
C5.00
103
C5.00
106
C5.00
105
C5.00
104
C5.00
1
2
3
4
D
D
Culvert 2 4898.49 4896.15 4896.15 4898.41 36" RCP
Sanitary A2 4895.16 4892.22 4892.22 4895.08 12" PVC
Culvert 3 4894.47 4890.81 4890.81 4894.58 2-36" RCP
1 2 3 4
EVCE: 4901.91
A.D. = 1.00
K = 120.00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
VAULT
ELEC
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
EXISTING FRONTAGE ROAD
INTERSTATE 25
SW FRONTAGE ROAD
28' EOP-EOP
CULVERT 3
SEE SHEET C2.20
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
TEMPORARY
FRONTAGE ROAD CONNECTION
4:1
4:1
4:1
4:1
4:1
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C4.00
C4.01
C4.02
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
C4.02
PLAN & PROFILE
SW FRONTAGE ROAD-INTERIM B. Ruch
B. Ruch
1"=40'
29
CENTERLINE
SW FRONTAGE ROAD-INTERIM
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
25+50
/ / / / / / / / / / / / / / / /
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
PROPERTY BOUNDARY
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT
EXISTING EDGE OF ASPHALT / / / / / / / / / / / / / / / /
EXISTING STORM SEWER
INTERSTATE ACCESS
MATCH LINE SEE SHEET C4.01 STA 25+50
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
EVCE: 4899.22
A.D. = 1.20
K = 100.00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
36" RCP STORM
STA.=25+23.50
INV.=4892.59
36" RCP STORM
STA.=25+31.26
INV.=4892.63
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SW FRONTAGE ROAD
28' EOP-EOP
CULVERT 3
SEE SHEET C2.20
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
4:1
4:1
4:1
4:1
4:1
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C4.00
C4.01
C4.02
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
C4.01
PLAN & PROFILE
SW FRONTAGE ROAD-INTERIM B. Ruch
B. Ruch
1"=40'
28
CENTERLINE
SW FRONTAGE ROAD-INTERIM
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
17+50
MATCH LINE SEE SHEET C4.02 STA 25+50
/
/ / / / / / / / / / / / / / /
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
PROPERTY BOUNDARY
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT
EXISTING EDGE OF ASPHALT / / / / / / / / / / / / / / / /
EXISTING STORM SEWER
INTERSTATE ACCESS
MATCH LINE SEE SHEET C4.00 STA 17+50
LINE
MATCH STA
25+50
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
EVCS: 15+00.05
EVCE: 4904.82
A.D. = 1.20
K = 112.50
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
36" RCP STORM
STA.=13+93.61
INV.=4897.93
/ / / / / / / /
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X
X
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X
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M
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REST AREA ACCESS RD
SW FRONTAGE ROAD
28' EOP-EOP
CULVERT 1
SEE SHEET C2.20
CULVERT 2
SEE SHEET C2.20
FUTURE 15' UTILITY
EASEMENT
EXISTING CONCRETE
IRRIGATION STRUCTURE
6:1
6:1
4:1
4:1
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C4.00
C4.01
C4.02
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
C4.00
PLAN & PROFILE
SW FRONTAGE ROAD-INTERIM B. Ruch
B. Ruch
1"=40'
27
CENTERLINE
SW FRONTAGE ROAD-INTERIM
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
17+50
MATCH LINE SEE SHEET C4.01 STA 17+50
/
/ / / / / / / / / / / / / / /
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
3. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. 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.
PROPERTY BOUNDARY
EASEMENT LINE
EXISTING LOT LINE
EXISTING LIGHT POLE
PROPOSED EDGE OF ASPHALT
EXISTING EDGE OF ASPHALT / / / / / / / / / / / / / / / /
EXISTING STORM SEWER
INTERSTATE ACCESS
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
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X
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X
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X
X
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X
X
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X
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X
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X
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X
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X
X X
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ST
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F
E
S
CO
VAULT
ELEC
E
T
ST
ST ST
E
ST
ST
97.65
98.21
99.51
0.26
92.34
92.92
93.18
91.88
91.27
(89.14)
(88.00)
89.70
90.99
0.5%
0.5%
2.0%
0.5%
0.5%
0.5%
0.5%
0.5%
96.28
SW FRONTAGE ROAD
INTERSTATE 25
TIE TO EXISTING
FRONTAGE ROAD
TIE TO EXISTING
FRONTAGE ROAD
(3.40)
(3.34)
2.75
0.78
TIE TO
EXISTING ROAD
99.31
99.89
98.91
96.02
93.97
94.69
CULVERT 1
SEE SHEET C2.20
CULVERT 2
SEE SHEET C2.20
CULVERT 3
SEE SHEET C2.20
(3.05)
(2.65)
(0.44)
(0.44)
7:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
4:1
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
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
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES 2.0%%%
EXISTING SPOT ELEVATION (47.45)
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
( IN FEET )
1 inch = ft.
80 0 80 Feet
80
160 240
C3.00
OVERALL GRADING PLAN
B. Ruch
M. Kuehnel
1"=80'
26
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
C3.00
FES 1-1
STA 10+59.33
N: 122348.48
E: 214408.90 FES 1
STA 10+00.00
N: 122289.15
E: 214408.84
59.33 LF
12" RCP
@ 1.30%
12" WATER LINE
SEE SHEET C2.01-C2.02
PROPOSED
8' x 8' x 1.5' DEEP
TYPE L RIPRAP PAD
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
11+50 11+00 10+00 9+50
4899.51
4903.79
4902.71
4900.46
59.33 LF
12" RCP
@ 1.30%
FES 1
STA 10+00.00
INV. 4899.50 (N)
FES 1-1
STA 10+59.33
INV. 4900.26 (S)
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GROUND
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
12+00 11+00 10+00 9+50
4897.64
4901.52
4904.91
4904.34
4900.36
4898.29
4898.47
FES 2-1
STA 11+13.99
INV. 4898.21 (W)
FES 2
STA 10+00.00
INV. 4897.64 (E)
113.99 LF
36" RCP
@ 0.50%
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GROUND
18" MIN.
12" PVC WATER
STA.=10+66.99
TOP=4896.15
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
12+00 11+00 10+00 9+50
4892.34
4899.69
4899.12
4895.14
4893.05
4894.68
113.99 LF
36" RCP
@ 0.50%
FES 3A-1
STA 11+17.70
INV. 4892.88 (SW)
FES 3A
STA 10+00.00
INV. 4892.30 (NE)
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GROUND
18" MIN.
12" PVC WATER
STA.=10+66.98
TOP=4890.82
E
E
ST
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
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/ / / / / / / /
FES 2-1
STA 11+13.99
N: 122187.34
E: 214544.99
FES 2
STA 10+00.00
N: 122148.46
E: 214437.84
113.99 LF
36" RCP
@ 0.50% 12" WATER LINE
SEE SHEET C2.01-C2.02
28' EOP-EOP
FUTURE 12" PVC
SANITARY SEWER
SANITARY LINE A
SEE SHEET C2.10
PROPOSED
8' x 8' x 1.5' DEEP
TYPE L RIPRAP PAD
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SW FRONTAGE ROAD
FES 3B-1
STA 11+13.99
N: 121632.61
E: 215452.58
FES 3A-1
STA 11+17.70
N: 121637.99
E: 215446.97
FES 3B
STA 9+99.35
N: 121550.32
E: 215373.71
FES 3A
STA 10+00.00
N: 121555.69
E: 215368.10
113.99 LF
36" RCP
@ 0.50%
113.99 LF
36" RCP
@ 0.50%
12" WATER LINE
SEE SHEET C2.01-C2.02
28' EOP-EOP
PROPOSED
8' x 20' x 1.5' DEEP
TYPE L RIPRAP PAD
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
CULVERT 1
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.20
PLAN & PROFILE
CULVERTS 1, 2, & 3 B. Ruch
B. Ruch
1"=50'
25
NORTH
CULVERT 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
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
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE TOWN
OF BERTHOUD. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
CULVERT 2 CULVERT 3
NORTH NORTH
CULVERT 2 CULVERT 3
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
W W
W
W W
FO
FO
FO
FO
FO FO
FO FO
FO FO
FO
FO
FO
OHE
OHE
OHE
FO
FO
FO
FO
FO FO
FO
FO
FO FO
FO
FO
FO
OHE
OHE OHE OHE OHE OHE OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE
OHE
OHE OHE OHE OHE
OHE
OHE OHE
W
W
W
W
W
W W
W
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X X X X X X X X
X
X X
X
X X X X X
X
X X
X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
VAULT
ELEC
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SSMH B8
STA 36+82.73
N: 120884.21
E: 215616.43
SSMH B6
STA 30+35.62
N: 120237.22
E: 215628.81
SSMH B7
STA 34+35.62
N: 120637.15
E: 215621.68
400.00 LF 12" PVC @ 0.22%
247.11 LF 12" PVC @ 0.22%
FUTURE 84' ROW
INTERSTATE 25
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
139.75 LF 12" PVC @ 0.22%
SSMH B10
STA 40+02.67
N: 121203.35
E: 215593.78
SW FRONTAGE ROAD
12" WATER LINE
SEE SHEET C2.01-C2.02
SS STUB B9
STA 38+62.92
N: 121063.95
E: 215603.68
180.19 LF 12" PVC @ 0.22%
EXISTING
FRONTAGE ROAD
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.18
C2.17
C2.16
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.18
PLAN & PROFILE
FUTURE SANITARY LINE B B. Ruch
B. Ruch
1"=50'
24
FUTURE SANITARY LINE B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
MATCH LINE SEE SHEET C2.17 STA 31+50
LINE
MATCH
STA
31+50
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
W
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
/
/ / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SSMH B6
STA 30+35.62
N: 120237.22
E: 215628.81
SSMH B5
STA 27+38.41
N: 119944.42
E: 215679.81
297.21 LF 12" PVC @ 0.22% 400.00 LF 12" PVC @ 0.22% 400.00 LF 12" PVC @ 0.22%
SSMH B4
STA 23+38.41
N: 119550.35
E: 215748.45
FUTURE 84' ROW
INTERSTATE 25
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
EXISTING
FRONTAGE ROAD
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.18
C2.17
C2.16
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.17
PLAN & PROFILE
FUTURE SANITARY LINE B B. Ruch
B. Ruch
1"=50'
23
FUTURE SANITARY LINE B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
MATCH LINE SEE SHEET C2.18 STA 31+50
LINE
MATCH STA
20+50
MATCH LINE SEE SHEET C2.16 STA 20+50
LINE
MATCH
STA
31+50
W
W
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X X
X
X X
X X
X X
X X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
SS
SS
SS SS SS
SS
SS
SS
S
SSMH B
STA 10+00.00
N: 118229.76
E: 215952.32
SSMH B3
STA 19+38.41
N: 119156.29
E: 215817.10
SSMH B2
STA 15+38.41
N: 118762.22
E: 215885.74
SSMH B1
STA 11+38.41
N: 118368.16
E: 215954.39
138.41 LF
12" PVC
@ 0.22%
400.00 LF 12" PVC @ 0.22% 400.00 LF 12" PVC @ 0.22%
APPROXIMATE LOCATION
EXISTING 30" SANITARY
SEWER (BOXELDER)
60'UTILITY & ACCESS EASEMENT
#2 REC. NO. 95055231
FUTURE 84' ROW
INTERSTATE 25
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
EXISTING
FRONTAGE ROAD
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.18
C2.17
C2.16
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.16
PLAN & PROFILE
FUTURE SANITARY LINE B B. Ruch
B. Ruch
1"=50'
22
FUTURE SANITARY LINE B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
MATCH LINE SEE SHEET ##### STA 20+50
LINE
MATCH STA
20+50
57.82 LF 12" PVC @ 0.22%
4896.61
4900.74
4900.57
PROPOSED
GROUND
EXISTING
GROUND
E E E E E
E
E E E
FO
FO
FO FO FO
FO
FO
FO
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
SSMH A2-3
STA 18+88.20
N: 122583.56
E: 215101.24
213.98 LF 12" PVC @ 0.22%
SSMH A2-4
STA 21+02.18
N: 122377.13
E: 215157.61
191.46 LF 12" PVC @ 0.22%
SSMH A2-5
STA 22+93.64
N: 122186.55
E: 215139.25
220.14 LF 12" PVC @ 0.22%
SSMH A2-6
STA 25+13.78
N: 121980.99
E: 215060.48
162.32 LF 12" PVC @ 0.22%
SSMH A2-8
STA 27+33.92
N: 121775.43
E: 214981.71
SS STUB A2-9
STA 27+91.74
N: 121721.43
E: 214961.02
SW FRONTAGE ROAD
12" WATER LINE
SEE SHEET C2.01-C2.02
57.82 LF
12" PVC
@ 0.22%
57.82 LF
12" PVC
@ 0.22%
SS STUB A2-7
STA 26+76.10
N: 121829.42
E: 215002.40
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.14
C2.15
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.15
PLAN & PROFILE
FUTURE SANITARY LINE A2 B. Ruch
B. Ruch
1"=50'
21
FUTURE SANITARY LINE A2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
LINE
MATCH STA
19+50
MATCH LINE SEE SHEET C2.14 STA 19+50
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
FO
FO
FO
E E
E E
E E
E
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
X X
X
X
X
X
X
X
X
X
X
X
X
X
SSMH A2
STA 10+00.00
N: 123116.25
E: 214655.28
338.59 LF 12" PVC @ 0.22%
SSMH A2-1
STA 13+38.59
N: 123119.98
E: 214993.84
186.94 LF 12" PVC @ 0.22%
SW FRONTAGE ROAD
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
SSMH A2-2
STA 15+25.53
N: 122933.41
E: 215005.70
362.67 LF 12" PVC @ 0.22%
SSMH A2-3
STA 18+88.20
N: 122583.56
E: 215101.24
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.14
C2.15
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.14
PLAN & PROFILE
FUTURE SANITARY LINE A2 B. Ruch
B. Ruch
1"=50'
20
FUTURE SANITARY LINE A2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
MATCH LINE SEE SHEET C2.15 STA 19+50
LINE
MATCH
STA
14+50
LINE
MATCH
STA
14+50
LINE
MATCH STA
19+50
NORTH
E
E
E E
E
E
E
E
E
E E
FO
FO
FO
FO
ST
W
FO
FO
FO
FO
FO
E
E
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SSMH A5
STA 22+76.97
N: 122156.06
E: 214419.26
277.31 LF 12" PVC @ 0.25%
SSMH A7
STA 25+54.28
N: 121891.86
E: 214335.00
292.79 LF 12" PVC @ 0.22%
SSMH A8
STA 28+47.07
N: 121599.19
E: 214326.53
292.79 LF 12" PVC @ 0.22%
SSMH A9
STA 31+39.86
N: 121306.52
E: 214318.06
12" WATER LINE
SEE SHEET C2.01-C2.02
SW FRONTAGE ROAD
270.79 LF 12" PVC @ 0.22%
SANITARY LINE A
SEE SHEET C2.10
CULVERT 1
SEE SHEET C2.20
CULVERT 2
SEE SHEET C2.20
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.12
C2.13
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.13
PLAN & PROFILE
FUTURE SANITARY LINE A B. Ruch
B. Ruch
1"=50'
19
FUTURE SANITARY LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
LINE
MATCH
STA
20+50
MATCH LINE SEE SHEET C2.12 STA 20+50
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
E
E
E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
E E
E
E
E
E
E
E
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SS
SS
SS
SS SS SS
S
S
SW FRONTAGE ROAD
EXMH A
STA 10+00.00
N: 123177.56
E: 214389.62
SSMH A1
STA 11+47.58
N: 123114.79
E: 214523.18
147.58 LF 12" PVC @ 0.22%
132.10 LF 12" PVC @ 0.22%
SSMH A2
STA 12+79.68
N: 123116.25
E: 214655.28
212.82 LF 12" PVC @ 0.22%
FUTURE SANITARY LINE A2
SEE SHEET C2.14-C2.15
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
20' SEWER
EASEMENT BK.
1958 PG. 541 1979
20' SEWER
EASEMENT BK.
1958 PG. 535 1979
APPROXIMATE LOCATION
EXISTING 27" SANITARY
SEWER (BOXELDER)
APPROXIMATE LOCATION
18" SANITARY SEWER
(BOXELDER)
E
E
E
E
E
E
E E E E
E
E E
E
E
E
E
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO FO
FO
FO
ST
FO
FO FO
FO FO
FO
FO
FO
FO FO
FO
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
X
X
X
X
X
X X
X X
X X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
M
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
REST AREA ACCESS RD
SW FRONTAGE ROAD
212.82 LF 12" PVC @ 0.22%
SSMH A3
STA 14+92.50
N: 122903.44
E: 214657.62
346.96 LF 12" PVC @ 0.22%
SSMH A4
STA 18+39.46
N: 122572.88
E: 214552.20
166.71 LF 12" PVC @ 0.22%
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
SS STUB A4
STA 20+06.18
N: 122414.05
E: 214501.54
SANITARY LINE A
SEE SHEET C2.10
CULVERT 1
SEE SHEET C2.20
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.12
C2.13
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.12
PLAN & PROFILE
FUTURE SANITARY LINE A B. Ruch
B. Ruch
1"=50'
18
FUTURE SANITARY LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
MATCH LINE SEE SHEET C2.13 STA 20+50
LINE
MATCH
STA
13+50
LINE
MATCH
STA
13+50
LINE
MATCH
STA
20+50
NORTH
OHE
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OHE
OHE
OHE OHE
OHE OHE
OHE
OHE
OHE
OHE OHE
OHE OHE OHE
OHE
OHE OHE OHE OHE OHE
OHE
OHE OHE
OHE
OHE OHE
X
X
X X X X X X
VAULT
ELEC
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
INTERSTATE 25
12" WATER LINE
SEE SHEET C2.01-C2.02
139.75 LF 12" PVC @ 0.22%
SSMH B10
STA 40+02.67
N: 121203.35
E: 215593.78
SW FRONTAGE ROAD
SS STUB B9
STA 38+62.92
N: 121063.95
E: 215603.68
FUTURE 12"
PVC WATER
FUTURE 12" PVC
SANITARY SEWER
FUTURE 15' UTILITY
EASEMENT
28' EOP-EOP
FUTURE SANITARY LINE B
SEE SHEET C2.16-C2.18
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
SANITARY
LINE B
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.11
PLAN & PROFILE
SANITARY LINE B B. Ruch
B. Ruch
1"=50'
17
SANITARY LINE B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
ST
W
FO FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
M
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SSMH A5
STA 22+76.97
N: 122156.06
E: 214419.26
12" WATER LINE
SEE SHEET C2.01-C2.02
SW FRONTAGE ROAD
SS STUB A4
STA 20+06.18
N: 122414.05
E: 214501.54
270.79 LF 12" PVC @ 0.22%
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12" PVC
SANITARY SEWER
CULVERT 2
SEE SHEET C2.20
FUTURE 12" PVC
WATER
CULVERT 1
SEE SHEET C2.20
28' EOP-EOP
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
SW FRONTAGE ROAD
12" WATER LINE
SEE SHEET C2.01-C2.02
28' EOP-EOP
SS STUB A2-7
STA 26+76.10
N: 121829.42
E: 215002.40
57.82 LF
12" PVC
@ 0.22%
SSMH A2-8
STA 27+33.92
N: 121775.43
E: 214981.71
57.82 LF
12" PVC
@ 0.22%
SS STUB A2-9
STA 27+91.74
N: 121721.43
E: 214961.02
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12" PVC
SANITARY SEWER
PROPOSED 8"
PVC WATER
15' UTILITY EASEMENT
FUTURE SANITARY LINE A2
SEE SHEET C2.14-C2.15
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
4880
4885
4890
4895
4900
4905
4910
4915
4920
4880
4885
4890
4895
4900
4905
4910
4915
4920
26+00 27+00 28+00 28+50
EXISTING
GROUND
PROPOSED
GROUND
4896.61
4900.74
4900.57
EXISTING
GROUND
PROPOSED
GROUND
SS STUB A2-7
STA 26+76.10
INV. 4893.64 (S)
INV. 4893.64 (N)
57.82 LF 12" PVC @ 0.22%
57.82 LF
12" PVC
@ 0.22%
SS STUB A2-9
STA 27+91.74
INV. 4894.09 (S)
INV. 4894.09 (N)
SSMH A2-8
STA 27+33.92
RIM 4900.9±
INV. IN 4893.97 (S)
INV. OUT 4893.77 (N)
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12" PVC
SANITARY SEWER
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
SANITARY
LINE A SANITARY
LINE A2
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
C2.10
PLAN & PROFILE
SANITARY LINES A & A2 B. Ruch
B. Ruch
1"=50'
16
SANITARY LINE A
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM
ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS
SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE
WHEEL PATHS.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS.
6. ALL SANITARY MANHOLES TO BE 4'Ø.
7. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT
STANDARDS.
EXISTING LOT LINE
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
INTERSTATE ACCESS
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
NORTH
SANITARY LINE A2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
FUTURE SANITARY LINE B
SEE SHEET C2.16-C2.18
STA.=71+22.21
BEGIN HORZ. DEFL.
N: 118369.87
E: 215964.24
12"x6" SWIVEL TEE
w/ 12" BFV (S), 6" GV (E),
& FH ASSEMBLY
N:118739.14
E:215899.91
FUTURE 84' ROW
FH ASSEMBLY
N:118742.31
E:215918.14
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
X X X X
X
X X
X
S
SS
SS SS
SS
SS
SS
SS
W
W
W W
W W W
W
W W
W
W
W
W W
W
W
W W
W W W
W
W
W
APPROXIMATE LOCATION
30" SANITARY SEWER
(BOXELDER)
APPROXIMATE LOCATION
2 1/2" WATER LINE
(ELCO)
286.03 LF 12" PVC
N79°01'47"E
181.87 LF 12" PVC
S89°07'12"E
18.24 LF 12" PVC
S00°52'48"W
112.70 LF 12" PVC
R=600.00'
STA.=71+22.21
BEGIN HORZ. DEFL.
N: 118369.87
E: 215964.24
STA.=72+34.91
END HORZ. DEFL.
N: 118257.69
E: 215973.07
STA. 74+35.02
11.25° BEND w/ TB
& 12" BFV (W)
N:118236.66
E:216154.64
STA.=77+21.05
CUT IN 2 1/2"x12" TEE w/ TB
12" BFV (W), & 2" GV (S)
N: 118291.09
E: 216435.44
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
INTERSTATE 25
STA. 72+53.15
90.00° BEND w/ TB
N:118239.45
E:215972.79
60'UTILITY & ACCESS EASEMENT
#2 REC. NO. 95055231
EXISTING
FRONTAGE ROAD
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.08
PLAN & PROFILE
FUTURE 12" WATER LINE B. Ruch
B. Ruch
1"=50'
15
FUTURE 12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
LINE
MATCH
STA
65+50
MATCH LINE SEE SHEET C2.07 STA 65+50
LINE
MATCH
STA
71+50
LINE
MATCH STA
71+50
NORTH
C2.03
C2.04
C2.05
C2.06
C2.07
C2.08
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
W
W
W
W
W W
W
W W
W
W W
W
W
W W W W
W
W W W
W W
W
W W
W
W
W W
INTERSTATE 25
498.25 LF 12" PVC
S09°52'53"E
500.00 LF 12" PVC
S09°52'53"E
477.65 LF 12" PVC
S09°52'53"E
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
12"x6" SWIVEL TEE
w/ 12" BFV (S), 6" GV (W),
& FH ASSEMBLY
N:119722.58
E:215728.60
12"x6" SWIVEL TEE
w/ 12" BFV (S), 6" GV (E),
& FH ASSEMBLY
N:119230.00
E:215814.41
FUTURE 84' ROW
FH ASSEMBLY
N:119715.97
E:215690.68
FH ASSEMBLY
N:119233.17
E:215832.63
EXISTING
FRONTAGE ROAD
EXISTING
FRONTAGE ROAD
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.07
PLAN & PROFILE
FUTURE 12" WATER LINE B. Ruch
B. Ruch
1"=50'
14
FUTURE 12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
MATCH LINE SEE SHEET C2.08 STA 65+50
LINE
MATCH
STA
53+50
MATCH LINE STA
SEE SHEET C2.06 53+50
LINE
MATCH
STA
65+50
C2.03
C2.04
C2.05
C2.06
C2.07
C2.08
STA. 48+04.1
0.3° DEFLECTION
T.O.P.=4895.00
STA. 47+49.13
12"x6" SWIVEL TEE
T.O.P.=4894.77
STA. 43+98.88
12" STUB w/ PLUG
T.O.P.=4893.45
STA. 45+79.08
BEGIN HORZ. DEFL.
T.O.P.=4894.05
STA. 51+80.25
BEGIN HORZ. DEFL.
T.O.P.=4894.58
STA. 46+11.42
END HORZ. DEFL.
T.O.P.=4894.18
STA. 52+71.49
END HORZ. DEFL.
T.O.P.=4894.48
STA. 52+49.13
12"x6" SWIVEL TEE
T.O.P.=4894.51
28.5' DEF.
STA. 43+98.88
T.O.P.=4893.45
STA. 44+27.35
T.O.P.=4893.41
(@ 0.4°)
W
W
W W
W
W
W
W
W
W
W
W
W W
FO
FO
FO
FO FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
OHE
OHE
OHE
OHE
FO
FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
OHE
OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X X
X X
X
X
X X X X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
/
/ / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
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/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
VAULT
ELEC
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
W
W
W
W
W
W
W
W
W
W
W
W
431.11 LF 12" PVC
S01°01'15"E
137.71 LF 12" PVC
S01°01'15"E
32.35 LF 12" PVC
R=610.00'
10.00 LF 12" PVC
R=610.00'
68.89 LF 12" PVC
R=590.00'
22.35 LF 12" PVC
R=590.00'
SW FRONTAGE ROAD
FUTURE SANITARY LINE B
SEE SHEET C2.16-C2.18
STA.=42+49.13
12"x6" SWIVEL TEE w/
12" BFV (S), & 6" GV (E)
N: 121214.03
E: 215602.97
STA.=42+59.13
END HORZ. DEFL.
N: 121204.06
E: 215603.76
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
STA.=45+79.08
BEGIN HORZ. DEFL.
N: 120884.92
E: 215626.41
STA.=51+80.25
BEGIN HORZ. DEFL.
N: 120283.88
E: 215637.98
INTERSTATE 25
STA.=52+71.49
END HORZ. DEFL.
N: 120193.14
E: 215646.64
STA.=46+11.42
END HORZ. DEFL.
N: 120852.61
E: 215627.84
FUTURE 84' ROW
STA.=52+49.13
12"x6" SWIVEL TEE w/
12" BFV (S), & 6" GV (E)
N: 120215.23
E: 215643.22
SANITARY LINE B
SEE SHEET C2.11
139.75 LF 12" PVC
S04°03'34"E
STA. 43+98.88
12" STUB w/ PLUG
N:121064.66
E:215613.65
FH ASSEMBLY
N:120715.25
E:215648.79
FH ASSEMBLY
N:121210.68
E:215564.62
FH ASSEMBLY
N:120217.71
E:215661.55
180.19 LF 12" PVC
S04°03'34"E
STA. 47+49.13
12"x6" SWIVEL TEE w/
12" BFV (S) & 6" GV (E)
N:120714.92
E:215630.29
EXISTING
FRONTAGE ROAD
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.06
PLAN & PROFILE
FUTURE 12" WATER LINE B. Ruch
B. Ruch
1"=50'
13
FUTURE 12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
LINE
MATCH
STA
41+50
MATCH LINE SEE SHEET C2.07 STA 53+50
LINE
MATCH STA
53+50
MATCH LINE SEE SHEET C2.05 STA 41+50
C2.03
C2.04
C2.05
C2.06
C2.07
C2.08
4900.93
4901.17
12" PVC
12" PVC
12" PVC
12" PVC
STA. 33+24.5
44.9° DEFLECTION
T.O.P.=4895.16
STA. 33+27.4
45.0° DEFLECTION
T.O.P.=4892.22
STA. 33+37.4
45.0° DEFLECTION
T.O.P.=4892.22
STA. 33+40.3
45.1° DEFLECTION
T.O.P.=4895.08
STA. 37+97.6
45.1° DEFLECTION
T.O.P.=4894.47
STA. 38+01.3
45.0° DEFLECTION
T.O.P.=4890.81
STA. 38+19.0
45.0° DEFLECTION
T.O.P.=4890.81
STA. 38+22.8
44.9° DEFLECTION
T.O.P.=4894.58
STA. 33+45.74
12"x8" CROSS
T.O.P.=4895.05
STA. 34+05.52
12"x6" SWIVEL TEE
T.O.P.=4894.76
STA. 34+64.34
BEGIN HORZ. DEFL.
T.O.P.=4894.47
STA. 32+86.15
END HORZ. DEFL.
T.O.P.=4895.35
STA. 39+05.52
12"x6" SWIVEL TEE
T.O.P.=4894.94
100.0' DEF.
STA. 35+71.82
T.O.P.=4893.93
STA. 36+71.82
T.O.P.=4893.91
(@ 0.1°)
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
WATER PIPE
PROPOSED
GROUND
18" MIN.
\A1;18" MIN.
18" MIN.
RESTRAIN
ALL JOINTS
STA.=32+99.5
STA.=33+65.3
RESTRAIN
ALL JOINTS
STA.=37+72.6
STA.=38+47.8
12" PVC SANITARY
STA.=33+32.44
INV.=4893.74 36" RCP STORM
STA.=38+06.28
INV.=4892.64
36" RCP STORM
STA.=38+14.04
INV.=4892.68
W W
W W W
W
W
FO FO
FO
FO
FO FO
E
E
E E
FO FO
FO
FO
OHE OHE OHE
OHE OHE
OHE
OHE OHE
X
X
X
X
X X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
58.82 LF 12" PVC
S78°42'43"E
4
4
1
.
1
8
L
F
12
"
P
V
C
R
=
6
1
0
.
0
0
'
3
40
.
6
3
L
F
1
2
"
PV
C
R
=5
9
0.00
'
343
.
61
L
F
1
2
"
P
V
C
R
=
61
0
.0
0
'
SW FRONTAGE ROAD
FUTURE SANITARY LINE A2
SEE SHEET C2.14-C2.15
STA.=32+86.15
END HORZ. DEFL.
N: 121793.96
E: 214939.95
STA.=34+64.34
BEGIN HORZ. DEFL.
N: 121759.08
E: 215114.69
28' EOP-EOP
STA.=39+05.52
12"x6" SWIVEL TEE w/
12" BFV (SE), & 6" GV (SW)
N: 121530.31
E: 215480.70
INTERSTATE 25
SANITARY LINE A2
SEE SHEET C2.10
CULVERT 3
SEE SHEET C2.20
59.58 LF 12" PVC
S78°42'43"E
59.79 LF 12" PVC
S78°42'43"E
STA. 33+45.74
12"x8" CROSS
w/ 12" BFV (E)
& 2-8" GV (N,S)
N:121782.30
E:214998.38
FH ASSEMBLY
N:121732.84
E:215049.47
FH ASSEMBLY
N:121923.25
E:214615.95
FH ASSEMBLY
N:121506.99
E:215450.06
STA. 34+05.52
12"x6" SWIVEL TEE
w/ 6" GV (S)
N:121770.59
E:215057.01
8" STUB w/ PLUG
N:121827.43
E:215012.35
8" STUB w/ PLUG
N:121717.96
E:214978.43
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.05
PLAN & PROFILE
FUTURE 12" WATER LINE B. Ruch
B. Ruch
1"=50'
12
FUTURE 12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
LINE
MATCH
STA
30+50
MATCH LINE SEE SHEET C2.06 STA 41+50
LINE
MATCH
STA
41+50
MATCH LINE STA
SEE SHEET C2.04 30+50
C2.03
C2.04
C2.05
C2.06
C2.07
C2.08
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
T.O.P.=4894.93
STA. 24+68.21
12"x8" TEE
T.O.P.=4895.30
STA. 25+11.10
22.5° BEND
BEGIN HORZ. DEFL.
T.O.P.=4896.96
STA. 29+45.52
12"x6" SWIVEL TEE
T.O.P.=4897.10
STA. 26+25.00
12"x6" SWIVEL TEE
T.O.P.=4898.69
75.0' DEF.
STA. 25+11.07
T.O.P.=4896.96
STA. 25+86.07
T.O.P.=4898.84
(@ 0.9°)
75.0' DEF.
STA. 24+36.07
T.O.P.=4894.93
STA. 25+11.07
T.O.P.=4896.96
(@ 0.8°)
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
WATER PIPE
PROPOSED
GROUND
12" PVC
12" PVC
STA. 22+76.3
0.1° DEFLECTION
T.O.P.=4894.93
STA. 21+50.00
12"x6" SWIVEL TEE
T.O.P.=4895.23
18" MIN.
RESTRAIN
ALL JOINTS
STA.=26+48.5
STA.=27+13.1
12" PVC SANITARY
STA.=25+37.33
INV.=4890.99
36" RCP STORM
STA.=26+80.97
INV.=4897.98
E
E E E E
E
E
E E
E
E
E E
E
E
E
E
E E E
E
FO FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
ST
W
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E E
E
E
E
E
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X
X
X
X
X X X
X
X
X
X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
80' PERMANENT EASEMENT
CDOT PROJ. IR 025-3(89)
REC. NO. 88026808
134.48 LF 12" PVC
S17°41'21"W
3
2
0
.52
L
F
1
2
"
PV
C
R
=
59
0
.0
0
'
113.90 LF 12" PVC
R=590.00'
SW FRONTAGE ROAD
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
STA.=20+15.52
END HORZ. DEFL.
N: 122809.24
E: 214617.08
STA. 21+50.00
12"x6" SWIVEL TEE
w/ 12" BFV (S), 6" GV (W),
& FH ASSEMBLY
N:122681.11
E:214576.22
STA.=25+11.10
22.5° BEND w/ TB,
BEGIN HORZ. DEFL.
N: 122337.09
E: 214466.50
STA.=26+25.00
12"x6" SWIVEL TEE w/
12" BFV (S), & 6" GV (W)
N: 122224.76
E: 214484.24
STA.=29+45.52
12"x6" SWIVEL TEE w/
12" BFV (SE), & 6" GV (SW)
N: 121950.77
E: 214642.87
28' EOP-EOP
SANITARY LINE A
SEE SHEET C2.10
CULVERT 1
SEE SHEET C2.20
CULVERT 2
SEE SHEET C2.20
277.13 LF 12" PVC
S17°41'21"W
41.08 LF 12" PVC
S17°41'21"W
STA. 24+27.13
12" STUB w/ PLUG
N:122417.09
E:214492.01
STA. 24+68.21
12"x8" TEE w/ TB,
8" GV (W), & 12" BFV (S)
N:122377.95
E:214479.53
42.89 LF 12" PVC
S17°41'21"W
FH ASSEMBLY
N:122687.69
E:214555.59
FH ASSEMBLY
N:122215.11
E:214446.97
FH ASSEMBLY
N:121923.25
E:214615.95
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FUTURE 15' UTILITY
EASEMENT
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.04
PLAN & PROFILE
FUTURE 12" WATER LINE B. Ruch
B. Ruch
1"=50'
11
FUTURE 12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
LINE
MATCH
STA
20+50
MATCH LINE SEE SHEET C2.05 STA 30+50
LINE
MATCH STA
30+50
MATCH LINE SEE SHEET C2.03 STA 20+50
C2.03
C2.04
C2.05
C2.06
C2.07
C2.08
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
T.O.P.=4898.19
STA. 18+16.33
BEGIN HORZ. DEFL.
T.O.P.=4896.02
STA. 11+31.97
BEGIN HORZ. DEFL.
T.O.P.=4897.03
STA. 20+15.52
END HORZ. DEFL.
T.O.P.=4895.55
STA. 13+93.39
END HORZ. DEFL.
T.O.P.=4892.14
100.0' DEF.
STA. 12+52.95
T.O.P.=4896.43
STA. 13+52.95
T.O.P.=4894.00
(@ 0.6°)
100.0' DEF.
STA. 15+84.47
T.O.P.=4893.54
STA. 16+84.47
T.O.P.=4896.33
(@ 0.7°)
100.0' DEF.
STA. 13+71.36
T.O.P.=4893.10
STA. 14+71.36
T.O.P.=4890.62
(@ 0.5°)
100.0' DEF.
STA. 14+83.70
T.O.P.=4890.61
STA. 15+83.70
T.O.P.=4893.49
(@ 0.7°)
18" MIN.
27" PVC WATER
STA.=11+84.97
TOP=4897.73
30" PVC WATER
STA.=11+93.75
TOP=4897.59
12" PVC SANITARY
STA.=17+05.57
INV.=4888.53
FO FO
FO
E
E E
E
W
W W W W
W W
W
SS
SS
SS
SS
SS
SS SS
SS
SS
G
G
G
G
G
G
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E E E
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
ST
ST
W
E
E
E E
E
E
E
E
E
E E
E E
E
E E
E
E
E
E E
W
W
2
550001_2550001 1
SA
G
G
G G
W
OHE
OHE
OHE OHE OHE
OHE OHE
OHE OHE OHE OHE OHE
W
G
G G
G
E
E
E
E
E
SA
W W W W W
W
W
W
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
X
X
X
X
X
X X
X
X X
X
X
X
X
X
X
X
X X
X
X
X
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
S
S
W
W
W
W
W
W
OWNER
CITY OF FORT
COLLINS
OWNER
CONVENIENCE
RETAILERS LLC
E PROSPECT RD
80' PERMANENT EASEMENT
CDOT PROJ. IR 025-3(89)
REC. NO. 88026808
APPROXIMATE LOCATION
EXISTING 8" WATER LINE
(ELCO)
APPROXIMATE LOCATION
27" SANITARY SEWER
(BOXELDER)
±36' ASPHALT ROAD
APPROXIMATE LOCATION
EXISTING 27" WATER LINE
(GREELEY)
134.48 LF 12" PVC
S17°41'21"W
120.76 LF 12" PVC
S00°37'53"E
93.64 LF 12" PVC
N89°22'07"E
20.50 LF 12" PVC
N89°22'07"E
15.19 LF 12" PVC
S00°37'53"E
172.86 LF 12" PVC
S22°23'59"E
107.52 LF 12" PVC
S01°38'36"W
24.46 LF 12" PVC
S42°22'05"E
1
99.
1
9
L
F
12
"
P
V
C
R
=
62
2
.
96
'
261.4
1
L
F
12
"
PV
C
R
=
6
22
.
9
6
'
SW FRONTAGE ROAD
APPROXIMATE LOCATION
EXISTING 8" SANITARY
(BOXELDER)
FUTURE SANITARY LINE A2
SEE SHEET C2.14-C2.15
STA. 10+24.46
45.00° BEND w/ TB
N:123662.61
E:214421.34
STA.=10+00.00
CUT IN 8"x12" TEE w/ TB
12" BFV (SE), & 8" GV (SW)
N: 123680.68
E: 214404.86
STA.=13+93.39
END HORZ. DEFL.
N: 123299.88
E: 214465.00
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
STA.=11+31.97
BEGIN HORZ. DEFL.
N: 123555.14
E: 214418.25
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
STA. 15+66.25
22.50° BEND w/ TB
N:123140.07
E:214530.87
STA. 15+81.44
90.00° BEND w/ TB
N:123124.88
E:214531.04
STA. 16+01.93
12"x6" SWIVEL TEE
w/ 12" BFV (E), 6" GV (N),
& FH ASSEMBLY
N:123125.10
E:214551.54
STA. 16+95.57
12"x12" TEE w/ TB,
12" BFV (S), 8" GV (E),
& 12"x8" REDUCER (E)
N:123126.14
E:214645.17
8" STUB w/ PLUG
N:123126.22
E:214653.17
8.00 LF 8" PVC
S89°22'07"W STA.=18+16.33
BEGIN HORZ. DEFL.
N: 123005.39
E: 214646.50
STA.=20+15.52
END HORZ. DEFL.
N: 122809.24
E: 214617.08
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FH ASSEMBLY
N:122687.69
E:214555.59
FH ASSEMBLY
N:123134.42
E:214551.43
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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
C2.03
C2.04
C2.05
C2.06
C2.07
C2.08
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.03
PLAN & PROFILE
FUTURE 12" WATER LINE B. Ruch
B. Ruch
1"=50'
10
FUTURE 12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
LINE
MATCH
STA
20+50
MATCH LINE SEE SHEET C2.04 STA 20+50
45° BEND
T.O.P.=4894.47
STA. 38+22.8
45° BEND
T.O.P.=4894.58
STA. 38+01.3
45° BEND
T.O.P.=4890.81
STA. 38+19.0
45° BEND
T.O.P.=4890.81
STA. 43+98.88
12" STUB w/ PLUG
T.O.P.=4893.45
STA. 34+64.34
BEGIN HORZ. DEFL.
T.O.P.=4894.47
STA. 42+59.13
END HORZ. DEFL.
T.O.P.=4896.31
STA. 39+05.52
12"x6" SWIVEL TEE
T.O.P.=4894.94
STA. 42+49.13
12"x6" SWIVEL TEE
T.O.P.=4896.37
100.0' DEF.
STA. 42+27.34
T.O.P.=4896.37
STA. 43+27.35
T.O.P.=4894.89
(@ 0.4°)
100.0' DEF.
STA. 35+71.82
T.O.P.=4893.93
STA. 36+71.82
T.O.P.=4893.91
(@ 0.1°)
71.5' DEF.
STA. 43+27.35
T.O.P.=4894.89
STA. 43+98.88
T.O.P.=4893.45
(@ 0.5°)
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
WATER PIPE
PROPOSED
GROUND
FUTURE 12" PVC
36" RCP STORM
STA.=38+14.04
INV.=4892.68
36" RCP STORM
STA.=38+06.28
INV.=4892.64 18" MIN.
RESTRAIN
ALL JOINTS
STA.=37+72.6
STA.=38+47.8
W W
W
W
W W W
W
W W W
W W
W
G
FO
FO FO
FO
FO FO
FO
FO
FO
FO
FO FO FO FO FO
E
OHE OHE
OHE
OHE
OHE OHE
W
W
W W
W
FO FO FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
FO
FO FO
FO
FO
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE OHE
OHE OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
/
/ / / / / / /
/ / / / / / / /
X
X
X
X
X
X
X
X
X X
X
X
X
/ / / / / / / / / / / / / / / /
/ / / / / / / /
VAULT
ELEC
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
44
1
.
1
8
L
F
1
2
"
P
V
C
R
=6
1
0.
00
'
3
4
3
.
61 L
F
12
"
P
V
C
R
=
61
0
.
0
0
'
10.00 LF 12" PVC
R=610.00'
SW FRONTAGE ROAD
SANITARY LINE B
SEE SHEET C2.11
STA.=34+64.34
BEGIN HORZ. DEFL.
N: 121759.08
E: 215114.69
84' ROW
28' EOP-EOP
STA.=39+05.52
12"x6" SWIVEL TEE w/
12" BFV (SE), & 6" GV (SW)
N: 121530.31
E: 215480.70
STA.=42+49.13
12"x6" SWIVEL TEE w/
12" BFV (S), & 6" GV (W)
N: 121214.03
E: 215602.97
STA.=42+59.13
END HORZ. DEFL.
N: 121204.06
E: 215603.76
INTERSTATE 25
SW FRONTAGE ROAD
FUTURE 15' UTILITY
EASEMENT
CULVERT 3
SEE SHEET C2.20
STA. 43+98.88
12" STUB w/ PLUG
N:121064.66
E:215613.65
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12"
PVC WATER
FH ASSEMBLY
N:121506.99
E:215450.06
FH ASSEMBLY
N:121210.68
E:215564.62
FUTURE SANITARY LINE B
SEE SHEET C2.16-C2.18
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
EXISTING SW
FRONTAGE ROAD
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.02
PLAN & PROFILE
12" WATER LINE B. Ruch
B. Ruch
1"=50'
9
12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
MATCH LINE SEE SHEET C2.01 STA 34+50
C2.01
C2.02
LINE
MATCH
STA
34+50
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
4903.61
4903.48
4903.23
4903.10
4902.97
4902.72
4902.59
4902.46
4902.21
4902.08
4901.95
4901.70
4901.57
4901.45
4901.19
4901.07
4900.94
4900.68
4900.56
4900.43
4900.18
4900.05
4899.93
4899.68
12" PVC
12" PVC
12" PVC
STA. 33+27.4
45° BEND
T.O.P.=4892.22
STA. 33+37.4
45° BEND
T.O.P.=4892.22
STA. 33+40.3
45° BEND
T.O.P.=4895.08
STA. 26+73.5
45° BEND
T.O.P.=4898.49
STA. 26+75.8
45° BEND
T.O.P.=4896.15
STA. 26+85.8
45° BEND
T.O.P.=4896.15
STA. 26+88.1
45° BEND
T.O.P.=4898.41
STA. 33+24.5
45° BEND
T.O.P.=4895.16
75.0' DEF.
STA. 25+11.07
T.O.P.=4896.96
STA. 25+86.07
T.O.P.=4898.84
(@ 0.9°)
75.0' DEF.
STA. 24+36.07
T.O.P.=4894.93
STA. 25+11.07
T.O.P.=4896.96
(@ 0.8°)
EXISTING
GROUND
PROPOSED
GROUND
TOP OF
WATER PIPE
PROPOSED
GROUND
FUTURE 12" PVC
12" PVC SANITARY
STA.=33+32.44
INV.=4893.74
12" PVC SANITARY
STA.=25+37.33
INV.=4890.99
36" RCP STORM
STA.=26+80.97
INV.=4897.98
18" MIN.
18" MIN.
RESTRAIN
ALL JOINTS
STA.=26+48.5
STA.=27+13.1
RESTRAIN
ALL JOINTS
STA.=32+99.5
STA.=33+65.3
E
E
E
E
E
E
E
E
E
E
E E
E
E
E E
FO
FO FO
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FO
FO
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ST
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FO FO
FO
FO
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FO
FO
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E
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58.82 LF 12" PVC
S78°42'43"E
340.63 LF 12" PVC
320.52 LF 12" PVC R=590.00'
R=590.00'
113.90 LF 12" PVC
R=590.00'
SW FRONTAGE ROAD
SW FRONTAGE ROAD
SANITARY LINE A
SEE SHEET C2.10
SANITARY LINE A2
SEE SHEET C2.10
STA.=25+11.10
22.5° BEND w/ TB,
BEGIN HORZ. DEFL.
N: 122337.09
E: 214466.50
STA.=26+25.00
12"x6" SWIVEL TEE w/
12" BFV (S), & 6" GV (W)
N: 122224.76
E: 214484.24
STA.=29+45.52
12"x6" SWIVEL TEE w/
12" BFV (SE), & 6" GV (SW)
N: 121950.77
E: 214642.87
28' EOP-EOP
STA.=32+86.15
END HORZ. DEFL.
N: 121793.96
E: 214939.95
STA.=34+64.34
BEGIN HORZ. DEFL.
N: 121759.08
E: 215114.69
CULVERT 1
SEE SHEET C2.20
CULVERT 2
SEE SHEET C2.20
STA. 24+27.13
12" STUB w/ PLUG
N:122417.09
E:214492.01
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12"
PVC WATER
100.00 LF 8" PVC
S72°18'39"E
STA. 24+68.21
12"x8" TEE w/ TB,
12" BFV (S), & 8" GV (W)
N:122377.95
E:214479.53
42.89 LF 12" PVC
S17°41'21"W
8" STUB w/ PLUG
N:122408.33
E:214384.26
FUTURE 15' UTILITY
EASEMENT
FUTURE 12" PVC
SANITARY SEWER
FH ASSEMBLY
N:122215.11
E:214446.97
FH ASSEMBLY
N:121923.25
E:214615.95
FH ASSEMBLY
N:121732.84
E:215049.47
28.94 LF 8" PVC
S20°57'59"W
18.47 LF 8" PVC
S11°17'17"W
26.14 LF 8" PVC
S11°17'17"W
41.45 LF 8" PVC
S20°57'59"W
11.25° BEND w/ TB
N:121756.66
E:214993.26
8" STUB w/ PLUG
N:121717.96
E:214978.43
FUTURE 12" PVC
SANITARY SEWER
11.25° BEND w/ TB
N:121800.41
E:215001.99
8" STUB w/ PLUG
N:121827.43
E:215012.35
STA. 33+45.74
12"x8" CROSS w/
12" BFV (E), & 2-8" GV (N,S)
N:121782.30
E:214998.38
59.79 LF 12" PVC
S78°42'43"E
STA.=34+05.52
12"x6" SWIVEL TEE w/
6" GV (S)
N: 121770.59
E: 215057.01
59.58 LF 12" PVC
S78°42'43"E
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
FUTURE SANITARY LINE A2
SEE SHEET C2.14-C2.15
FUTURE 15' UTILITY
EASEMENT
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
Reviewed EAST By: LARIMER General COUNTY Manager WATER DISTRICT Date
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
EXISTING LOTLINE
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY WATER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND TOWN SHALL BE NOTIFIED OF
ANY POTENTIAL CONFLICTS.
6. PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE
BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR
DEFLECTIONS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
C2.01
PLAN & PROFILE
12" WATER LINE B. Ruch
B. Ruch
1"=50'
8
12" WATER LINE
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
MATCH LINE SEE SHEET C2.02 STA 34+50
LINE
MATCH
STA
34+50
C2.01
C2.02
84' ROW
(BY SEPARATE DOCUMENT
REC. NO. _______________)
X
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VAULT
ELEC
E E E
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E
OHE
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OHE
OHE
OHE
OHE
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FO
E
E
G G G
W
W W
W
W
W
W
W
W
W W
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W W
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SS
8" Concreted PVC Pipe
SA
SS
G
FO
FO
FO
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FO
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E
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T
SA
OHE
OHE
OHE
OHE
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OHE
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OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE
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W
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FO
E
E
E
E
E
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SA
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E
E
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2550002_1
W W W
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2550001_1
2550002
2550001 SA
G
G
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SA
SA
FO
ST
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
W
W
W
W
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W
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E
SA
W
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G
8" Concreted PVC Pipe
SA
FO
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FO
FO
FO
F F F F
W W W
W W W W W W W W
W
W W W W
W
W
W W W
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o
W
W
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W W W W W W W
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W W W W W W W
W W W
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G
SS
SS
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FUTURE SANITARY LINE A2
SEE SHEET C2.14-C2.15
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
EXISTING 18"
ADS CULVERT
E PROSPECT RD
APPROXIMATE LOCATION
EXISTING 27" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 8" WATER LINE
(ELCO)
APPROXIMATE LOCATION
EXISTING 27" SANITARY SEWER
(BOXELDER) APPROXIMATE LOCATION
EXISTING HIGH
PRESSURE GAS LINE
APPROXIMATE LOCATION
EXISTING 8" WATER LINE
(ELCO)
APPROXIMATE LOCATION
EXISTING 2 1/2" WATER LINE
(ELCO)
EXISTING CDOT
STORM DRAIN
APPROXIMATE LOCATION
EXISTING 8" SANITARY SEWER
(BOXELDER)
APPROXIMATE LOCATION
18" SANITARY SEWER
(BOXELDER)
EXISTING 48"
CMP CULVERT
EXISTING 18"
CMP CULVERT
APPROXIMATE LOCATION
30" WATER LINE
(GREELEY)
SW FRONTAGE
ROAD
E PROSPECT RD
INTERSTATE 25
INTERSTATE 25
REST AREA ACCESS RD
APPROXIMATE LOCATION
EXISTING 2 1/2" WATER LINE
(ELCO)
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 30" SANITARY SEWER
(BOXELDER)
EXISTING WATER LINE
SANITARY LINE A
SEE SHEET C2.10
FUTURE SANITARY LINE B
SEE SHEET C2.16-C2.18
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12"
PVC WATER
FUTURE FH
FUTURE FH
FUTURE FH
FUTURE FH
FUTURE CONNECT TO 2 1/2"
ELCO WATER LINE
FUTURE FH
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12" PVC
SANITARY SEWER
SANITARY LINE A2
SEE SHEET C2.10
SANITARY LINE B
SEE SHEET C2.11
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED 8"
WATER STUB
PROPOSED 12"
WATER STUB
FUTURE 12" PVC
SANITARY SEWER
FUTURE 12"
PVC WATER
PROPOSED 12"
SANITARY STUB
CULVERT 1
SEE SHEET C2.20
CULVERT 2
SEE SHEET C2.20
CULVERT 3
SEE SHEET C2.20
PROPOSED 8"
WATER STUB
PROPOSED 12"
SANITARY STUB
PROPOSED 12"
SANITARY STUB
PROPOSED 8"
WATER STUB
PROPOSED 12"
WATER STUB
PROPOSED 12"
SANITARY STUB
12" WATER LINE
SEE SHEET C2.01-C2.02
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FUTURE SANITARY LINE A
SEE SHEET C2.12-C2.13
FUTURE 12" WATER LINE
SEE SHEET C2.03-C2.08
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 )
1 inch = ft.
250 0 250 Feet
250
500 750
C2.00
OVERALL UTILITY PLAN
B. Ruch
M. Kuehnel
1"=250'
7
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
W
G
T
E
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING GAS METER
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED ROW
EASEMENT LINE
W
CONTROL
IRR
W S
O
E
G
PROPERTY BOUNDARY
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 CONSTRUCTION SHALL BE PER THE ELCO WATER DISTRICT
SPECIFICATIONS LATEST EDITION.
3. ALL SEWER CONSTRUCTION SHALL BE PER THE BOXELDER SANITATION DISTRICT
SPECIFICATIONS LATEST EDITION.
4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
7. ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND MAXIMUM COVER OF 5.5'
FROM FINISHED GRADE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
INTERSTATE ACCESS
EXISTING LOTLINE
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
SS SS SS SS SS SS SS SS SS SS
S
S
S
SS
OWNER
CITY OF FORT COLLINS
OWNER
BOXELDER SANITATION
DISTRICT
OWNER
CITY OF FORT COLLINS
OWNER
BOXELDER SANITATION
DISTRICT
OWNER
BOXELDER SANITATION
DISTRICT
OWNER
CITY OF FORT COLLINS
OWNER
VAN DYK/VOS LLC
EXISTING LARGE
STORAGE STRUCTURE
EXISTING 4.5'
CONCRETE
IRRIGATION DITCH
EXISTING 16'
DIRT DITCH
EXISTING 18"
RCP w/ FES
EXISTING 2"x6" WOOD
RETAINING WALL
EXISTING
FOOT BRIDGE
60'UTILITY & ACCESS EASEMENT
#2 REC. NO. 95055231
EXISTING
CATTLE GUARD
20' WATERLINE
EASEMENT BK. 2188,
PG. 685 1982
SIGN "CITY OF
GREELEY BURIED
PIPELINE"
5' Ø STEEL LID
EXISTING
FENCE
INTERSTATE 25
APPROXIMATE LOCATION
EXISTING 2 1/2" WATER LINE
(ELCO)
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
±23' GRAVEL ROAD
APPROXIMATE LOCATION
EXISTING 30" SANITARY SEWER
(BOXELDER)
EXISTING WATER LINE
±11' GRAVEL ROAD
APPROXIMATE LOCATION
EXISTING 2 1/2" WATER LINE
(ELCO)
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
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
LEGEND:
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
KIND SURVEYORS, INC.
PROJECT NO. 2007390
DATE: OCTOBER 19, 2007
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,
STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,
PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. ALL SURVEY INFORMATION TAKEN FROM THE ALTA/ACSM LAND TITLE SURVEY
PRODUCED BY KING SURVEYORS, INC. DATED 11/01/07.
EXISTING EDGE OF WATER
EXISTING EDGE OF ASPHALT
EXISTING EDGE OF GRAVEL
EXISTING FLOWLINE
EXISTING OVERHEAD ELECTRIC
EXISTING ROAD CENTER LINE
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
/ / / / / / / / / / / / / / / /
EXISTING CLEAN OUT
EXISTING REFLECTOR POST
EXISTING TRAFFIC MAST
EXISTING SIGN
EXISTING SANITARY MANHOLE
EXISTING FIRE HYDRANT
ALIQUOT CORNER
H Y
EXISTING LIGHT POLE
EXISTING EASEMENT
EXISTING SECTION LINE
CO
INTERSTATE ACCESS
C1.02
& DEMOLITION PLAN
EXISTING CONDITIONS C. Snowdon
M. Kuehnel
1"=100'
6
MATCH LINE-SEE SHEET C1.02
C1.00
C1.01
C1.02
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
FO
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ST ST
OHE OHE
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CO
CO
COCOCOCO CO CO CO CO CO
COCO
CO CO CO
VAULT
ELEC
OWNER
VAN DYK/VOS LLC
OWNER
CITY OF FORT COLLINS
OWNER
CITY OF FORT COLLINS
OWNER
ABC LAND
CORPORATION LLC
OWNER
J-B INVESTMENTS INC
OWNER
COMMERCIAL NET LEASE REALTY INC
NATIONAL RETAIL PROPERTIES INC
OWNER
MAXEY-URBEN-MAXEY LLC
EXISTING 3.5'
CONCRETE
IRRIGATION DITCH
EXISTING 4.5' CONCRETE
IRRIGATION DITCH
EXISTING 3.5' CONCRETE
IRRIGATION DITCH
20' WATERLINE
EASEMENT BK. 2188,
PG. 685 1982
EXISTING LARGE OVERHEAD
ELECTRIC TRANSMISSION LINES
EXISTING
FOOT BRIDGE
METAL
SHED
EXISTING
GARAGE HOUSE
HOUSE
WOOD
SHED
50' WATERLINE EASEMENT
BK. 601 PG. 42 1929
CAT TAILS
EXISTING
12" STEEL
CULVERT
EXISTING 30"
CMP CULVERT
10' GRAVEL
ROAD
OFFICE
BUILDING
SILO
SILO
EXISTING
FOOT BRIDGE
EXISTING 4.5'
CONCRETE
IRRIGATION DITCH
EXISTING
12' GRAVEL
DRIVE
EXISTING
48" CMP
EXISTING
18" CMP
EXISTING 16'
DIRT DITCH
0.5' TIMBER
WALL
BRIDGE
EXISTING
GATE
EXISTING
GRAVEL
DRIVEWAY
EXISTING
FENCE
INTERSTATE 25
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 27" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 2 1/2" WATER LINE
(ELCO)
±20' ASPHALT ROAD
APPROXIMATE
LOCATION EXISTING
PRPA VAULT
EXISTING 3.5' CONCRETE
IRRIGATION DITCH
TO BE REMOVED
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING 4.5' CONCRETE
IRRIGATION DITCH
TO BE REMOVED
EXISTING 4.5' CONCRETE
IRRIGATION DITCH
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
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
LEGEND:
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
KIND SURVEYORS, INC.
PROJECT NO. 2007390
DATE: OCTOBER 19, 2007
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,
STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,
PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. ALL SURVEY INFORMATION TAKEN FROM THE ALTA/ACSM LAND TITLE SURVEY
PRODUCED BY KING SURVEYORS, INC. DATED 11/01/07.
EXISTING EDGE OF WATER
EXISTING EDGE OF ASPHALT
EXISTING EDGE OF GRAVEL
EXISTING FLOWLINE
EXISTING OVERHEAD ELECTRIC
EXISTING ROAD CENTER LINE
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
/ / / / / / / / / / / / / / / /
EXISTING CLEAN OUT
EXISTING REFLECTOR POST
EXISTING TRAFFIC MAST
EXISTING SIGN
EXISTING SANITARY MANHOLE
EXISTING FIRE HYDRANT
ALIQUOT CORNER
H Y
EXISTING LIGHT POLE
EXISTING EASEMENT
EXISTING SECTION LINE
CO
INTERSTATE ACCESS
MATCH LINE-SEE SHEET C1.00
C1.01
& DEMOLITION PLAN
EXISTING CONDITIONS C. Snowdon
M. Kuehnel
1"=100'
5
MATCH LINE-SEE SHEET C1.02
C1.00
C1.01
C1.02
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
W
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8" Concreted PVC Pipe
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
X X X X X X X X
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X
/ / / / / / / /
/ / / / / / / /
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F
E
S
L
ID
LID
LID
M
SS SS
SS
SS SS SS SS
S
S
OWNER
DEPARTMENT OF TRANSPORTATION
STATE OF COLORADO
OWNER
BOARD OF AG FOR THE USE
AND BENEFIT OF COLORADO
OWNER
CITY OF FORT COLLINS OWNER
MAXEY-URBEN-MAXEY LLC
OWNER
PROSPECT PROPERTY LLC
OWNER
HFH LLC
OWNER
PARADIGM PROPERTIES LLC
OWNER
PARADIGM PROPERTIES LLC
OWNER
CW SUBTRUST (.348249)
WHITE ERIC S (.175943)
OWNER
PROSPECT PROPERTY LLC (.50)
DINGS ANN M LIVING TRUST (.50)
OWNER
CITY OF FORT
COLLINS
OWNER
FORT COLLINS/I-25
INTERCHANGE CORNER LLC
OWNER
FORT COLLINS/I-25
INTERCHANGE CORNER LLC
OWNER
THE SMITH JOAN W TRUST
CSB INVEST LLC / KZ SMITH
FAMILY LLC
OWNER
CONVENIENCE
RETAILERS LLC
OWNER
SMITH
LEROY K
EXISTING
FENCE EXISTING
SLUDGE PUMP
EXISTING GATE
TO BE REMOVED
EXISTING
ABANDONED
GRAVEL ROAD
EXISTING 4.5' CONCRETE
IRRIGATION DITCH
EXISTING GATE
20' SEWER
EASEMENT BK.
1958 PG. 541 1979
20' SEWER
EASEMENT BK.
1958 PG. 535 1979
80' PERMANENT
EASEMENT
CDOT PROJ. IR 025-3(89)
REC. NO. 88026808
80' PERMANENT
EASEMENT
CDOT PROJ. IR 025-3(89)
REC. NO. 88026808
EXISTING 8.0'
CONCRETE
IRRIGATION DITCH
EXISTING 12' DIRT ROAD
TO BE REMOVED
EXISTING 5.5' CONCRETE
IRRIGATION DITCH
EXISTING 4.5' CONCRETE
IRRIGATION DITCH
EXISTING GATE
TO BE REMOVED
EXISTING GATE
TO BE REMOVED
EXISTING 3.5' CONCRETE
IRRIGATION DITCH
EXISTING 4.5'
CONCRETE
IRRIGATION DITCH
EXISTING 18"
ADS CULVERT
EXISTING 4.5' CONCRETE
IRRIGATION DITCH
EXISTING 8" CONCRETE
WINGWALL w/ METAL HANDRAIL
30' WATERLINE
EASEMENT BK. 2188,
PG. 685 1982
SW FRONTAGE RD
E PROSPECT RD
INTERSTATE 25
REST AREA ACCESS RD
APPROXIMATE LOCATION
EXISTING 27" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 30" WATER LINE
(GREELEY)
APPROXIMATE LOCATION
EXISTING 8" WATER LINE
(ELCO)
APPROXIMATE LOCATION
27" SANITARY SEWER
(BOXELDER)
APPROXIMATE LOCATION
EXISTING HIGH
PRESSURE GAS LINE
EXISTING FENCES
TO BE REMOVED
APPROXIMATE LOCATION
EXISTING 8" WATER LINE
(ELCO)
APPROXIMATE LOCATION
EXISTING 2 1/2" WATER LINE
(ELCO)
±36' ASPHALT ROAD
±29' ASPHALT ROAD
TO BE REMOVED
CDOT STORM DRAIN
APPROXIMATE
LOCATION EXISTING
8" SANITARY SEWER
(BOXELDER)
APPROXIMATE LOCATION
18" SANITARY SEWER
(BOXELDER)
EXISTING CULVERT
TO BE REMOVED
EXISTING PIPE
TO BE REMOVED
/ / / / / / / / / / / / /
EXISTING 5.5' CONCRETE
IRRIGATION DITCH
TO BE REMOVED
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 )
1 inch = ft.
100 0 100 Feet
100
200 300
KEYMAP
F
E
S
M
VAULT
ELEC
INTERSTATE 25
PROSPECT ROAD
MCLAUGHLIN LN
C1.00
& DEMOLITION PLAN
EXISTING CONDITIONS C. Snowdon
M. Kuehnel
1"=100'
4
MATCH LINE-SEE SHEET C1.01
C1.00
C1.01
C1.02
LEGEND:
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
KIND SURVEYORS, INC.
PROJECT NO. 2007390
DATE: OCTOBER 19, 2007
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO
THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT
LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO
ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES,
STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE,
PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. ALL SURVEY INFORMATION TAKEN FROM THE ALTA/ACSM LAND TITLE SURVEY
PRODUCED BY KING SURVEYORS, INC. DATED 11/01/07.
EXISTING EDGE OF WATER
EXISTING EDGE OF ASPHALT
EXISTING EDGE OF GRAVEL
EXISTING FLOWLINE
EXISTING OVERHEAD ELECTRIC
EXISTING ROAD CENTER LINE
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
/ / / / / / / / / / / / / / / /
EXISTING CLEAN OUT
EXISTING REFLECTOR POST
EXISTING TRAFFIC MAST
EXISTING SIGN
EXISTING SANITARY MANHOLE
EXISTING FIRE HYDRANT
ALIQUOT CORNER
H Y
EXISTING LIGHT POLE
EXISTING EASEMENT
EXISTING SECTION LINE
CO
INTERSTATE ACCESS
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
C0.02
& TYPICAL ROADWAY SECTION
ELCO & BOXELDER GENERAL NOTES B. Ruch
M. Kuehnel
N/A
3
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
General Manager Date
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
F. BOXELDER GENERAL NOTES
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior
to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing
construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility
involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of
repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet
detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the
District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches,
ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than
four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record
in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association
(OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all
requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is
responsible for obtaining all road permits which may be required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and
installed shall also be accurately documented on the Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the
approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger
shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line
installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and
compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below
established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a
manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other
than hand compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of
acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum
density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction
testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority or as required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other
public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be
made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its
original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times.
The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the
authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set
forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and
Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils
compaction in the area of sewer main construction shall be provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,
preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two
years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in
the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection.
Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The
lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be
provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints,
two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file
equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer
system improvements shall also be submitted with the Drawings of Record.
E. EAST LARIMER COUNTY WATER DISTRICT TYPICAL SECTIONS
GENERAL NOTES FOR CONSTRUCTION
Version: 10/10/2017
The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as
adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any
conflict the full District Specification document shall take precedence over these general notes.
1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction.
Material or equipment shall be manufactured per the most recent version of applicable industry standards
2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as
required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged
during District waterline installation shall be the responsibility of the Contractor.
3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done and shall be fully responsible for all costs associated with damage to any and all
other public and private property.
4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by City, County, State and Federal
agencies having applicable authority.
5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature
height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main,
service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft
from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this
standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping.
6. Design Approval and Construction Start: No construction shall begin without prior design approval from ELCO. District shall
be notified 48 hours in advance of starting construction or testing to allow for scheduling.
7. Permits: Contractor is responsible for obtaining all County road permits which may be required. For any permitting where
the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with
the District.
8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision
shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field
revision approved and installed shall also be accurately documented on the Contrctor’s As-Built drawings.
9. Materials of Construction:
a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure
class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe,
4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class
235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission
Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on
engineered design.
b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred
(600) volt taped to top of pipe and surfaced at each valve as a tracer wire.
c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using
machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint.
d. Materials and Installation: All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall
any PVC piping be installed utilizing mechanical equipment to seat the joints.
e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153.
Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating.
f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and
resilient seat.
g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504
with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet.
h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable
manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous
Pacer WB-67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.
i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick
polyethylene plastic wrap, double layered, and ends securely taped prior to backfill.
10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a
depth below established grade equal to 1
4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event
that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Minimum 30" backfill
above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail.
11. Backfill: Backfill of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted
to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other
locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and
locations in accordance with the requirements of the applicable authority.
12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in
accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required
per field conditions and as approved or directed by the District field inspector.
13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or
County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a
paving machine.
15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and
service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to
maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet,
unless specifically approved by the District.
16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
17. Inspection: The District shall have the authority to inspect and verify that all construction of facilities is equal to or better than
minimum construction requirements as set forth in the District’s Specifications. The District shall also have the authority to
assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding,
backfill, testing and all construction methods and practices.
18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with
District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be
completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction
in the area of water main construction, shall be provided to the District.
19. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction
documents. The As-built drawings shall be delivered to the project’s design engineer for conversion to Record
Drawings. A PDF version shall be delivered to the District.
b. Record Drawings are prepared by the project’s design engineer and reflect on-site changes the contractor noted in the
As-built drawings. The Record Drawings shall be approved by the District prior to Preliminary Acceptance of the project.
Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy
drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be
delivered in Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of
submittal). These documents shall accurately reflect any change made in the field which varies from the approved
construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of
underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat
and a written confirmation of total costs of all water system improvements involved.
20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the
materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance.
During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of
the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the
constructed lines and appurtenances as the sole property and responsibility of the District.
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 Drainage Report - N/A by Northern Engineering Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be
removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the
City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is
obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins
- 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of
Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the
Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper
installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of
base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all
intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City
of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with
the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property
lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads
within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal
requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be
responsible for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign
then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local
street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the
Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction
activities on Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications,
and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the
Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the
basis of bearings. The information shall be as follows:
Project Datum: NAVD88
City of Fort Collins benchmark 2-01
Located on the North side of Horsetooth Road on the concrete base of the West gate post to the large gravel pit approx. 1
2 mile East of Ziegler Road.
Elevation=4861.39
City of Fort Collins benchmark 29-01
Located on the South side of Prospect Road, East of the intersection of the West frontage road of I-25 and Prospect Road, East of the Colorado
Welcome Center, on a concrete headwall to an irrigation pipe.
Elevation=4904.41
Basis of Bearings
Assuming the North line of the Northeast Quarter of Section 21, T.7N., R.69W., as bearing North 88°38'29" West being a Grid Bearing of the
Colorado State Plane Coordinate System, North Zone, North American Datum 1983/92, a distance of 2642.40 feet with all other bearings contained
herein relative thereto.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping,
structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the
Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of
the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street
condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with
the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved
with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may
be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector
at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction,
or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures
and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: 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. See separate SWMP - N/A for additional information.
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 Drainage Report - N/A by Northern Engineering Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to
and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to
the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility
Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development
Agreement.
C0.01
GENERAL & CONSTRUCTION NOTES
B. Ruch
M. Kuehnel
N/A
2
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
General Manager Date
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
contained herein relative thereto.
Northern Engineering Services, Inc
NE Project No. 232-043
Date: March 03, 2013
ORIGINAL FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
C0.00 COVER SHEET
C0.01 GENERAL & CONSTRUCTION NOTES
C0.02 ELCO & BOXELDER GENERAL NOTES
& TYPICAL ROADWAY SECTIONS
C1.00-C1.02 EXISTING CONDITIONS &
DEMOLITION PLAN
C2.00 OVERALL UTILITY PLAN
C2.01-C2.02 12" WATER LINE PLAN & PROFILE
C2.03-C2.08 FUTURE 12" WATER LINE PLAN & PROFILE
C2.10 SANITARY LINES A & A2 PLAN & PROFILE
C2.11 SANITARY LINE B PLAN & PROFILE
C2.12-C2.13 FUTURE SANITARY LINE A PLAN & PROFILE
C2.14-C2.15 FUTURE SANITARY LINE A2 PLAN & PROFILE
C2.16-C2.18 FUTURE SANITARY LINE B PLAN & PROFILE
C2.20 CULVERTS 1, 2, & 3 PLAN & PROFILE
C3.00 OVERALL GRADING PLAN
C4.00-C4.02 SW FRONTAGE ROAD-INTERIM
PLAN & PROFILE
C5.00-C5.01 UTILITY DETAILS
C5.02 DRAINAGE DETAILS
C5.03 SITE DETAILS
C6.00 EROSION CONTROL PLAN
C6.01 EROSION CONTROL DETAILS
PUBLIC IMPROVEMENT CONSTRUCTION PLANS FOR
Being Part Of Section 21 And Section 22, Township 7 North, Range 68 West Of The 6th P.M.,
City Of Fort Collins, County Of Larimer, State Of Colorado
SW PROSPECT & I-25
Colorado State University
Research Foundation (CSURF)
Michael 'Bo' Brown
P.O. Box 483
Fort Collins, Colorado 80522
(970) 472-0491
The Birdsall Group
Kristin Turner
444 Mountain Ave.
Berthoud, Colorado 80513
(970) 532-5891
Colorado State University
Research Foundation (CSURF)
Michael 'Bo' Brown
P.O. Box 483
Fort Collins, Colorado 80522
(970) 472-0491
Earth Engineering Company, Inc.
David A. Richer, PE
4396 Greenfield Drive
Windsor, Colorado 80550
(970) 545-3908
GEOTECHNICAL ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
TRAFFIC &
TRANSPORTATION
ENGINEERING
TRAFFIC ENGINEER
Blue Mountain Environmental Consulting, LLC
Matt Tobler, Natural Resource Specialist
937 Mallard Drive
Fort Collins, Colorado 80521
(970) 224-0851
ENVIRONMENTAL ENGINEER
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
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
C0.00
COVER SHEET
B. Ruch
M. Kuehnel
N/A
1
No. Revisions:
By: Date:
P. MANAGER:
C. Snowdon
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
10/10/18
PROJECT:
232-043
Sheet
SW PROSPECT & I-25 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
10/10/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 35
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
General Manager Date
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
Earth Engineering, Inc.
"Preliminary Subsurface Exploration Report CSURF 25-Acre
Parcel Southwest of East Prospect Road and 1-25"
Fort Collins, Colorado
EEC Project no. 1072151
Date: November 9, 2007
Clay Frickey /
Tenae Beane Routed 10/30/2018
*Scroll down for more information on the projects that have been routed this week
Routed Minor Amendments and County Referrals
Project Name Project Number Zoning
Facilitator/Planner
Routed
Date
Comments
Due Date
Lakeview on the Rise MA180067 Arlo Schumann 10/15/2018 10/29/2018
Dogtopia MA180068 Jamie Kimberlin 10/15/2018 10/29/2018