HomeMy WebLinkAboutJEROME STREET STATION - FDP230006 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)E. VINE DRIVEN. COLLEGE AVENUER
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SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 34
CS1 COVER SHEET1
Original Field Survey:
Northern Engineering
Project No. 1124-005
Date: June 16, 2020
FEBRUARY 2023 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 1-00
ON A CATCH BASIN AT THE SOUTHEAST CORNER OF VINE DR. AND COLLEGE AVE.
ELEV.=4968.74
CITY OF FORT COLLINS BENCHMARK 3-13
APPROX.40 FT SOUTH OF THE LINDEN ST. BRIDGE OVER THE POUDRE RIVER,
ON THE WEST SIDE OF LINDEN ST. , ON A STORM INLET.
ELEV.=4962.27
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE
FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.18'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE WEST LINE LINE OF THE SOUTHWEST QUARTER
OF SECTION 1-7-69 AS BEARING SOUTH 00° 38' 34" WEST (ASSUMED BEARING)
AND MONUMENTED AS SHOWN ON PLAT.
PROJECT BENCHMARKS:
JEROME STREET STATION
PROJECT TEAM:
SHEET INDEX
FIELD SURVEY BY:
PASCAL STREET
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 EROSION CONTROL & ELCO NOTES
4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
5 PV1 PAVING PLAN
UTILITY SHEETS
6 OU1 OVERALL UTILITY PLAN
7 - 8 U1 - U2 UTILITY PLAN
9 WT1 WATER LINE A PLAN & PROFILE
10 WT2 WATER LINE B & C PLAN & PROFILE
11 SS1 SANITARY LINE A PLAN & PROFILE
12 SS2 SANITARY LINE A4 PLAN & PROFILE
13 SS3 SANITARY LINE A4-5 PLAN & PROFILE
14 ST1 STORM DRAIN A PLAN & PROFILE
GRADING SHEETS
15 OG1 OVERALL GRADING PLAN
16 - 17 G1 - G2 GRADING PLAN
RAIN GARDEN SHEETS
18 RG1 RAIN GARDEN 1 & 2 PLAN
19 RG2 RAIN GARDEN 3 PLAN & DETAILS
ROADWAY SHEETS
20 R1 PASCAL STREET PLAN & PROFILE
DETAIL SHEETS
21 - 22 D1 - D2 WATER DETAILS
23 D3 SANITARY DETAILS
24 - 25 D4 - D5 DRAINAGE DETAILS
26 - 27 D6 - D7 SITE DETAILS
DRAINAGE SHEETS
28 EC1 INITIAL EROSION CONTROL PLAN
29 EC2 INTERIM EROSION CONTROL PLAN
30 EC3 FINAL EROSION CONTROL PLAN
31 - 32 EC4 - EC5 EROSION CONTROL DETAILS
33 DR1 DRAINAGE EXHIBIT
34 FP1 FLOODPLAIN EXHIBIT
FINAL CONSTRUCTION PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
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.
before you dig.Call
R
PROJECT
LOCATION
Northern Engineering Services, Inc.
Andy Reese
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
Black Timber Land Company
Russell Baker
417 Jefferson Street
Fort Collins, CO 80524
(970) 267-7721
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Ripley Design, Inc.
Sam Coutts
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80521
(970) 224-5828
Anderson Consulting Engineers
Gregory J. Koch
375 East Horsetooth Road, Suite 5101
Fort Collins, Colorado 80525
(970) 226-0120
FLOOD PLAIN ENGINEER
BLOCK 1 & TRACT JJJ, OLD TOWN NORTH, AND LOT 2, BLOCK 1, WILL SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 1,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
TYPICAL STREET SECTION
MODIFIED COMMERCIAL LOCAL STREET (26' FL-FL)
GAS-----------------Xcel Energy-----------------------------Cory Thelen (970) 225-7843
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------Lumen-------------------------------Brady Craddock (970) 342-3431
WATER------------City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179
WASTEWATER--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
SUBSURFACE EXPLORATION BY:
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:
Does not match the required format. See written comments.
3/21/2023
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 34
CS2 CONSTRUCTION NOTESGENERAL &2
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Final Drainage Report, dated February 7, 2023 by Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by 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 City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 1-00
On a catch basin at the southeast corner of Vine Dr. and College Ave.
ELEV.=4968.74
CITY OF FORT COLLINS BENCHMARK 3-13
Approx. 40 ft south of the Linden St. Bridge over the Poudre River, on the west side of Linden St. , on a storm inlet.
ELEV.=4962.27
Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding developments have used ngvd29 Unadjusted for their vertical
datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and
monumented as shown on the Plat.
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:
1) N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Jerome Street Station.
17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles existing
roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles,
stanging areas, constructino materials, concrete washouts areas, and/or building sites.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Final Drainage Report, dated February 7, 2023 by Northern Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1.All sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction.
INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
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.
before you dig.Call
R
3/21/2023
**All Benchmark Statements must match on all sheets.**
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFICVAULT
VAULT
ELEC
HY DVAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELECHYDHYDHYD
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
V.P.
V.P.
S
S
D
D
S
S
S
D
D
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXWWWWWWWWWWWW EEWWWWWWWWE EGGGGGGGGGGGGGGGG
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
VAULT
ELEC
HY DD
S
CONTROLIRR
CONTROL
IRR
GAS
XXXXXXXXXXXXXEEEEEFOFOFOFOFOGGGWWXXSSS
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOHUOHUOHUWGGGGGGGGGGGGGGGG
G
E
E
E ELID
MHE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
/ / /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXGASSSSSSSSSSSSSSSSSSSSSS
E E E E E
D
ALL KINDS INVESTMENTS,
910 N COLLEGE AVE
REMOVE EXISTING 8' CONCRETE PAN
REMOVE & REPLACE
EXISTING 8' CONCRETE PAN
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE EXISTING BLOW OFF HYDRANT
CLOSE VALVE AT CONNECTION IN STREET
REMOVE EXISTING BLOW OFF HYDRANT
REMOVE EXISTING 3' CONCRETE
TRICKLE CHANNEL
EXISTING TREE
TO REMAIN (TYP.)
REMOVE EXISTING METAL POSTS (TYP.)
REMOVE EXISTING GRAVEL ROAD
EXISTING SIGN
EXISTING FES
EXISTING 18" RCP
EX-STORM MH
RIM=4964.97
INV OUT=4960.75 (S)
EXISTING FES
EX-STORM MH
RIM=4965.35
EX-STORM MH
RIM=4965.34
EX-STORM MH
RIM=4965.18
INV OUT=4961.45 (S)
24" RCP
EX-STORM MH
RIM=4970.03
INV=4959.43 (W, E)
EX-STORM MH
RIM=4970.54
INV=4958.66 (W, E)
EXISTING 36" RCP (STORM)
EX-CHAIN LINK
FENCE
EX-SAN MH
RIM=4968.77
INV IN=4960.95 (E)
INV OUT=4960.87 (S)
EX-SAN MH
RIM=4967.69
INV IN=4959.99 (N)
INV OUT=4959.82 (S)
EX-SAN MH
RIM=4966.47
INV=4958.78 (N, E, SE)
EX-SAN MH
RIM=4963.95
INV IN=4956.53 (N)
INV IN=4956.25 (W)
INV OUT=4955.75 (S)
EX-SAN MH
RIM=4964.48
INV IN=4957.66 (N)
INV OUT=4957.48 (E)
EX-SAN MH
RIM=4965.40
INV=4958.74 (N, S)
EX-SAN MH
RIM=4966.71
INV=4960.03 (W, S)
EXISTING SAN MH
RIM=4964.63
INV IN=4957.59 (NW, E)
INV OUT=4957.42 (S)
EX-SAN MH
RIM=4964.02
INV IN=4958.97 (N)
INV OUT=4957.74 (S)
LOT 1, BLOCK 1,
WILL
SUBDIVISION
EX-30' UTILITY & DRAINAGE
EASEMENTNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 24" SANITARY PVC
EXISTING 15'
UTILITY EASEMENT
EXISTING FIRE HYDRANT
BOWL FORT COLLINS LLC,
830 N COLLEGE AVE
LAND W PROPERTIES
742 N COLLEGE AVE
EXISTING STREET
LIGHT (TYP.)
EXISTING 8" WATER LINE
EXISTING GAS LINE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL VAULT (TYP.)
EXISTING 9'
UTILITY EASEMENT
EXISTING 30' GAS
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
50'
-
EXISTING UNDERGROUND
ELECTRIC UTILITY
EXISTING TREE
TO REMAIN (TYP.)
EXISTING 8" WATER LINE
VACATE EXISTING TEMPORARY EMERGENCY
ACCESS EASEMENT (WIDTH VARIES)
TEMPORARY TURN-AROUND EASEMENT
PER PLAT OF OLD TOWN NORTH
TO BE VACATED
REMOVE EXISTING
CONCRETE PAD
& STORM INLETS
EX-STORM LINE
REMOVE EX-CHAIN
LINK FENCE
30' UTILITY EASEMENT
PER WILL SUBDIVISION
VACATE EXISTING 20' TEMPORARY
EMERGENCY ACCESS EASEMENT
EXISTING SIDEWALK AND
CHASE TO REMAIN
CONTRACTOR TO ENSURE EXISTING
SANITARY LINE REMAINS UNDAMAGED
DURING REMOVAL OF TREES IN THIS AREA
TRACT JJJ
TO BE VACATED
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
REMOVE EXISTING VERTICAL PIPE
100 YR FLOODPLAIN
100 YR FLOODPLAIN500 YR FLOODPLAIN
100 YR FLOODPLAIN
500 YR FLOODPLAIN
100 YR FLOODPLAIN500 YR FLOODPLAIN
100 YR FLOODPLAIN
500 YR FLOODPLAIN
500 YR FLOODPLAIN
500 YR FLOODPLAIN
500 YR FLOODPLAIN
500 YR FLOODPLAIN
NHBZ-BOUNDARY LINE
76'
ROW
DEAD TREES TO BE REMOVED
EXISTING 9'
UTILITY EASEMENT
EXISTING 9'
UTILITY EASEMENT
EXISTING 9'
UTILITY EASEMENT
20' DRAINAGE
EASEMENT
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 34
EX1 DEMOLITION PLANEXISTING CONDITIONS &4
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NHBZ.
EXISTING OVERHEAD UTILITY OHE
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING
PROJECT NO. 1124-005
DATE: JUNE 16, 2020
EXISTING GRAVEL (TO BE REMOVED)
EXISTING CONCRETE (TO BE DEMOED)
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.
before you dig.Call
R
NHBZ-BOUNDARY LINE
EXISTING STORM SEWER SS
3/21/2023
**All circled are line over text.**
UD
UD
UD
UD
UD
UD
UDUDUDUDUDUDGGGGGGGGGS
SSSSSSSSSSSSSSSSRAIN GARDEN 1
MINIMUM FLAT SURFACE AREA = 1,153 SQ. FT.
PROVIDED FLAT SURFACE AREA =1,305. SQ. FT.
CONCRETE RUNDOWN
AND FOREBAY65.5066.5065.5065.5066.5066.5066.506
5
.
5
0
65.5065.506
5
.
5
0
65.5065.5066.5066.94
66.
5
0
65.
5
0
10' CURB OPENING
6
6
.
5
0
6
6
.
5
0
66.5066.5066.5065.
0
0
67.
1
5
66.
5
0 66.8266.5066.504:14:1 4:14:14:1
4:14:14:1
40:1 65.5066.5065.504:1
4:1
PROPOSED
DETENTION
POND 1
107 SF EROSION
CONTROL BLANKET 61.96
LF
6
"
PERFORATED
PVC
@
0
.36%
DRAIN BASIN R1-1 (8'' Ø)
INV. IN=4962.95 (NW)
INV. OUT=4962.95 (SW)
RIM=4966.74
DRAIN BASIN R1-2 (8'' Ø)
INV. IN=4963.17 (W)
INV. OUT=4963.17 (SE)
RIM=4966.50
68.78 LF 6" P
E
R
F
O
R
A
T
E
D
P
V
C
@
0
.
0
0
%
CLEANOUT R1-3
INV. OUT=4963.17 (E)
RIM=4966.50
66.5066.5066.5066.50CONCRETE WEIR
SEE DETAIL SHEET D5
UD UD UD UD UD UD UD UD UD
UD UD
UD
UD
G
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
DRAIN BASIN R2-2 (8'' Ø)
INV. IN=4962.46 (W)
INV. OUT=4962.46 (E)
RIM=4965.20CLEANOUT R2-4
INV. OUT=4962.46 (E)
RIM=4964.41
HEADWALL R2-1
INV. IN=4962.42 (W)
RIM=4962.78
99.67 LF 4" PERFORATED PVC @ 0.00%
30.09 LF
4" PVC
@ 0.14%
RAIN GARDEN 2
MINIMUM FLAT SURFACE AREA = 1,019 SQ. FT.
PROVIDED FLAT SURFACE AREA = 1,224 SQ. FT.64.4664.4464.5064.5164.5064.5064.4964.4964.5464.5064.5064.5264.5263.50
6
3
.
5
1
6
3
.
5
0
63.5463.5463.5063.5063.5063.53
63.54
63.5064.506
4
.
5
0
63.5063.5763.5763.514:14:14:14:14:1 4:14:14:1
4:1
10:1 6:165.0064.7564.146
2
.
4
3
62.3562.33354 SF EROSION
CONTROL BLANKET64.9965.11CONCRETE WEIR
SEE DETAIL SHEET D5
15.36 LF
4" PVC
@ 0.00%
CLEANOUT R2-3
INV. IN=4962.46 (W)
INV. OUT=4962.46 (E)
RIM=4963.50
KEYMAPN. COLLEGE AVENUECAJETA
N
S
T
.JEROME STREETE. VINE DRIVE
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 34
RG1RAIN GARDEN 1& 218
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED DRAIN BASIN
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
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 CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.REFER TO CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS ON
BIORETENTION SAND MEDIA, DIAPHRAGM AGGREGATE, AND RESERVOIR
AGGREGATE.
PROPOSED RIGHT OF WAY
PROPOSED SPOT ELEVATION
RAIN GARDEN SIDE SLOPES
2.0%
(47.45
)
EXISTING SPOT ELEVATION
33.43
NATURAL HABITAT BUFFER ZONE
PROPOSED SLOPES
FLAT BOTTOM AREA
PROPOSED 6" PERFORATED PVC UD
NORTH
( IN FEET )
1 inch = ft.
Feet01010
10
20 30
RAIN GARDEN 1
RAIN GARDEN 2
RAIN GARDEN 1
RAIN GARDEN 2
3/21/2023
**All circled are line over text.**
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
D
D
D
SOHUOHUOHUOHUMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUD
BOWL FORT COLLINS LLC
830 N COLLEGE AVE
LAND W PROPERTIES
742 N COLLEGE AVE
UD
8' PAN
PASCAL STREET
15' SIDEWALKPROPOSED 30' SEWER
LINE EASEMENT
PROJECT BOUNDARY
8' SIDEWALK
8' SIDEWALK
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 9
SIDEWALK CHASE
44'
ROW
6' UTILI
T
Y
E
A
S
E
M
E
N
T
6' UTILI
T
Y
E
A
S
E
M
E
N
T
26'
FL-FL
STORM DRAIN A
SEE SHEET ST1
26'
FL-FL
44'
ROW
PEDESTRIAN
RAMP (TYP.)
SIDEWALK CHASE
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+504965.694965.664965.804966.124966.504966.704966.694966.484966.234966.044966.034966.184966.434966.684966.934967.184967.324967.224966.874966.374965.874965.37-1.00%-2.00%1.60%
1.00%
-0.56%-0.50%PVI STA = 10+01.93PVI ELEV = 4965.82PVI STA = 15+54.80PVI ELEV = 4965.20PVI STA = 15+58.78PVI ELEV = 4965.39PVI STA = 10+21.33PVI ELEV = 4965.7175.0' VC
HP ELEV = 4966.72
HP STA = 11+60.71
PVI STA = 11+52.08
PVI ELEV = 4966.96
BVCS: 11+14.58BVCE: 4966.36EVCS: 11+89.58EVCE: 4966.58A.D. = 2.60
K = 28.87
75.0' VC
HP ELEV = 4967.32
HP STA = 14+27.22
PVI STA = 14+39.71
PVI ELEV = 4967.57
BVCS: 14+02.21BVCE: 4967.20EVCS: 14+77.21EVCE: 4966.82A.D. = 3.00
K = 24.99
75.0' VC
LP ELEV = 4965.65
LP STA = 10+41.77
PVI STA = 10+61.40
PVI ELEV = 4965.51
BCVS: 10+23.90BVCE: 4965.69ECVS: 10+98.90EVCE: 4966.11A.D. = 2.10
K = 35.74
75.0' VC
LP ELEV = 4966.01
LP STA = 12+64.99
PVI STA = 12+65.00
PVI ELEV = 4965.83
BCVS: 12+27.50BVCE: 4966.20ECVS: 13+02.50EVCE: 4966.20A.D. = 2.00
K = 37.49
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
24" RCP STORM
STA.=14+29.91
INV.=4962.65
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+504966.184966.454966.704966.834966.834966.704966.544966.444966.464966.624966.864967.104967.344967.534967.484967.174966.664966.144965.62EXISTING
GROUND
PROPOSED
GRADE
1.06%-0.62%0.96%
-2.09%-0.50%PVI STA = 10+25.67PVI ELEV = 4966.09PVI STA = 15+45.80PVI ELEV = 4965.1975.0' VC
HP ELEV = 4966.85
HP STA = 11+61.90
PVI STA = 11+52.07
PVI ELEV = 4967.00
BVCS: 11+14.57BVCE: 4966.60EVCS: 11+89.57EVCE: 4966.76A.D. = 1.67
K = 44.78
74.0' VC
HP ELEV = 4967.54
HP STA = 14+07.47
PVI STA = 14+21.16
PVI ELEV = 4967.79
BVCS: 13+84.16BVCE: 4967.43EVCS: 14+58.16EVCE: 4967.01A.D. = 3.04
K = 24.31
40.0' VC
LP ELEV = 4966.02
LP STA = 10+46.17
PVI STA = 10+53.25
PVI ELEV = 4965.95BCVS: 10+33.25BVCE: 4966.05ECVS: 10+73.25EVCE: 4966.16A.D. = 1.56
K = 25.63
73.4' VC
LP ELEV = 4966.43
LP STA = 12+57.64
PVI STA = 12+65.57
PVI ELEV = 4966.29
BCVS: 12+28.87BVCE: 4966.52ECVS: 13+02.27EVCE: 4966.65A.D. = 1.58
K = 46.54
-0.62%0.80%
-1.55%
-0.50%
-0.08%1.06%PVI STA = 10+30.91PVI ELEV = 4965.32PVI STA = 15+64.06PVI ELEV = 4965.13PVI STA = 10+33.25PVI ELEV = 4965.3175.0' VC
HP ELEV = 4966.19
HP STA = 11+61.90
PVI STA = 11+52.07
PVI ELEV = 4966.34
BVCS: 11+14.57BVCE: 4965.94EVCS: 11+89.57EVCE: 4966.10A.D. = 1.67
K = 44.78
76.0' VC
HP ELEV = 4966.84
HP STA = 14+28.26
PVI STA = 14+40.26
PVI ELEV = 4967.04
BVCS: 14+02.26BVCE: 4966.73EVCS: 14+78.26EVCE: 4966.45A.D. = 2.35
K = 32.35
40.0' VC
LP ELEV = 4965.31
LP STA = 10+35.97
PVI STA = 10+53.25
PVI ELEV = 4965.29BCVS: 10+33.25BVCE: 4965.31ECVS: 10+73.25EVCE: 4965.50A.D. = 1.13
K = 35.28
76.6' VC
LP ELEV = 4965.77
LP STA = 12+60.53
PVI STA = 12+65.53
PVI ELEV = 4965.64
BCVS: 12+27.23BVCE: 4965.87ECVS: 13+03.83EVCE: 4965.94A.D. = 1.42
K = 53.87
4965.524965.794966.044966.174966.174966.044965.894965.784965.794965.914966.114966.314966.524966.724966.844966.774966.504966.124965.734965.34EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 34
R1 PLAN & PROFILEPASCAL STREET20
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
PASCAL STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
PASCAL STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
PASCAL STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS 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.
6.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NHBZ.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
KEYMAPN. COLLEGE AVENUECAJETA
N
S
T
.JEROME STREETE. VINE DRIVE
R1
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.
before you dig.Call
R
3/21/2023
Text Over Text