HomeMy WebLinkAboutSANCTUARY ON THE GREEN - PDP190003 - DOCUMENT MARKUPS - ROUND 5 - UTILITY PLANS (2)N TAFT HILL RD.LAPORTE AVE.
W VINE DR.N SUNSET ST.S IMPALA DR.W MULBERRY ST.
16'
Concrete Pavements
8'
Esmt.
Util.
8'
Esmt.
Util.
TRAVEL
LANE
5'5'
WALK
2'2'
WALK
26' EOC-EOC
30' TRACT
Concrete Pavements
8'
Esmt.
Util.
8'
Esmt.
Util.
5'5'
20' EOC-EOC
30' TRACT
Slope and Crown Varies per Plan
Concrete Pavements
Esmt.
Util.Esmt.
Util.
20' EOC-EOC
20' TRACT
Slope and Crown Varies per Plan
Landscape Shoulder
Landscape Shoulder
10'10'
10'
8'
TRAVEL
PARK
TRAVEL
8'
PARK
TRAVEL
TURN 13'
TRAVEL
13'
LEFT
6'
(MIN.)
PKWY
36' ROADWAY
57' ROW (MIN.)
(MIN)
WALK
4.5'
6.5' MIN. FENCE SETBACK
UTIL.
ESMT.
9'
9'UTIL.
ESMT.
36' ROADWAY
(MIN)
WALK
4.5'
(MIN.)
PKWY
6'
16'
7'
PARK
TRAVEL
7'
PARK
6'
(MIN.)
PKWY
30' ROADWAY
51' ROW (MIN.)
(MIN)
WALK
4.5'
6'.5 Min. Fence Setback
UTIL.
ESMT.
9'
9'UTIL.
ESMT.
(MIN.)
PKWY
6'
WALK
(MIN)
4.5'
Lane
Bike
72' ROW
49' Roadway
7'
Walk
(min.)
(min.)
Pkwy.
10'
Util.
Esmt.
15'
Center
10'
Travel
11'
Travel
11'
3'
Lane
Bike
7'
Bike
Lane
Buffer
6'
EAST WEST
Lane
Bike
(min.)
Walk
84' ROW (min.)
52' Roadway
7'
Walk
(min.)
(min.)
Pkwy.
10'
8'Pkwy.
6'
(min.)
10'
Min. Fence
Setback
Util.
Esmt.
15'
Esmt.
Util.
15'
Center
10'
Travel
11'
Travel
11'
3'
Lane
Bike
7'3'
Bike
Lane
Buffer
Bike
Lane
Buffer
LaneShlder42' ROW
55' Roadway
6'
Walk
(min.)
(min.)
Pkwy.
10'
Util.
Esmt.
15'
Left
10'
Travel
12'
Travel
12'
Lane
Bike
7'
6'
SOUTH NORTH
Bike
30' ROW
Turn
Lane
8'
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
C0.00COVER SHEETCONTACT INFORMATION
PROJECT TEAM:
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
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 33-97:
In front o f2540 West Laporte Ave., Approx. 70ft east of centerline of driveway, 3.5ft south of a fence, 3.0ft
southeast of a power pole, on a concrete slab.
Elevation: 5088.19 (NAVD 88 Datum)
BENCHMARK #2:
City of Fort Collins Benchmark 10-07:
Southeast corner of Taft Hill Rd. and Laporte Ave. on the northeast wingwall of the bridge over an irrigation
ditch.
Elevation: 5062.84 (NAVD 88 Datum)
NOTE: If NGVD29 unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 unadjusted = NAVD88 - 3.17.
Basis of Bearings:
The basis of bearings is the East line of the Southeast Quarter of the Northeast Quarter of said Section 9 as bearing
North 00° 54' 31" East.
Northern Engineering Services, Inc
NE Project No. 1536-001
Date: September, 2018
ORIGINAL FIELD SURVEY BY:
CTL Thompson, Inc.
CTL Thompson Project No. FC08483-115
Date: October 10, 2018
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
UTILITY PLANS FOR
SANCTUARY ON THE GREEN
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS-----------------Xcel Energy-----------------------------Stephanie Rich (970) 225-7857
ELECTRIC--------City of Fort Collins Light & Power--Justin Fields (970) 224-6150
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Heather McDowell (970) 224-6065
WASTEWATER--City of Fort Collins Utilities-----------Heather McDowell (970) 224-6065
STORMWATER-City of Fort Collins Utilities-----------Heather McDowell (970) 224-6065
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE
69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1
CONTACT INFORMATION
PROJECT TEAM:
Northern Engineering Services, Inc.
Nick Haws, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Eric Smith, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
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
SITE ENGINEER
SURVEYOR
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
LANDSCAPE ARCHITECT
C & A Companies
7991 Shaffer Parkway, Suite 200
Littleton, Colorado 80127
DEVELOPER/APPLICANT
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
Ripley Design Inc.
Linda Ripley
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
JULY, 2020
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:
SHEET INDEX
TRAFFIC ENGINEER
Delich Associates
Matt Delich, PE
2272 Glen Haven Drive
Loveland, CO 80538-4903
(970) 669-2061
GEOTECHNICAL ENGINEER
CTL Thompson Inc.
400 North Link Lane
Fort Collins, Colorado 80524
(970) 206-9441
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
1 C0.00 COVER SHEET
2 C0.01 GENERAL & CONSTRUCTION NOTES
3-5 C1.00-C1.02 EXISTING CONDITIONS & DEMOLITION PLAN
UTILITY SHEETS
6 C2.00 OVERALL UTILITY PLAN
7-11 C2.01-C2.05 UTILITY PLANS
GRADING SHEETS
12 C3.00 OVERALL GRADING PLAN
13-17 C3.01-C3.05 GRADING PLANS
ROADWAY SHEETS
18-19 C4.00-C4.01 STREET A PLAN & PROFILE
20 C4.02 STREET B PLAN & PROFILE
21-22 C4.03-C4.04 STREET C PLAN & PROFILE
23 C4.05 INTERIM N TAFT HILL ROAD IMPROVEMENTS
AND STRIPING PLAN
24 C4.06 ULTIMATE N TAFT HILL ROAD IMPROVEMENTS
AND STRIPING PLAN
25 C4.07 INTERIM LAPORTE AVE IMPROVEMENTS
AND STRIPING PLAN
26 C4.08 ULTIMATE LAPORTE AVE IMPROVEMENTS
AND STRIPING PLAN
EROSION CONTROL PLAN
27-28 C5.00-C5.01 EROSION CONTROL PLAN
DRAINAGE EXHIBIT
29 C6.00 DRAINAGE EXHIBIT
30 C6.01 FLOODPLAIN EXHIBIT
CONNECTOR LOCAL w/ PARKING
STREET C & STREET B
RESIDENTIAL LOCAL
STREET A
PRIVATE ALLEY w/ DRAINAGE TO CENTER
Tracts U & T
APPROVAL
NEW MERCER IRRIGATION CANAL COMPANY
*INTERIM 2-LANE ARTERIAL STREET
TAFT HILL ROAD
APPROVAL
LARIMER COUNTY CANAL NO. 2 IRRIGATING CO.
ULTIMATE 2-LANE ARTERIAL STREET
TAFT HILL ROAD/LAPORTE AVE
THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE.
PROJECT SPECIFIC NOTES:
PRIVATE ALLEY w/ DRAINAGE TO CENTER
Tracts A, E, H, K, M
NOTE: OTHER DRIVES PER PLAN
20' WIDE PRIVATE ALLEY
Tracts P & O
EASEMENTS VARY PER PLAN
INTERIM 2-LANE ARTERIAL STREET
LAPORTE AVE
EASEMENTS VARY PER PLAN
EASEMENTS VARY PER PLAN
*Not per Master Plan
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
C0.01NOTESGENERAL & CONSTRUCTION2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water
Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage
facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least
two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins
failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Preliminary Drainage Report for Sanctuary West dated August 7, 2019 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 City of Fort Collins 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: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 33-97:
In front o f2540 West Laporte Ave., Approx. 70ft east of centerline of driveway, 3.5ft south of a fence, 3.0ft southeast of a power pole, on a concrete slab.
Elevation: 5088.19 (NAVD 88 Datum)
BENCHMARK #2:
City of Fort Collins Benchmark 10-07:
Southeast corner of Taft Hill Rd. and Laporte Ave. on the northeast wingwall of the bridge over an irrigation ditch.
Elevation: 5062.84 (NAVD 88 Datum)
If NGVD29 unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 unadjusted = NAVD88 - 3.17.
Basis of Bearings:
The basis of bearings is the East line of the Southeast Quarter of the Northeast Quarter of said Section 9 as bearing North 00° 54' 31" East.
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: ALL PRIVATE TRACTS
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.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to
any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for
approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a
clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel
cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has
been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not
allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street
condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25,
Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made
by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt
overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the
Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters
that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth
section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire
subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at
least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the
subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced
or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All
"proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes
listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the
same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the
field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins
Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen
condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the
2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage
facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Preliminary Drainage Report for Sanctuary West dated August 7, 2019 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.
E. Utility Notes
1.All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction.
2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE
pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE
service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.
OHU OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU
OHU OHU OHU OHU OHU
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSOHUOHUOHUOHUOHUOHUOHU
GFOWOHU XTGFOCTVEWTTE E E
W W W W W
CTVCTVCTVCTVCTVFO
FO FO FO FO
G G G G GFOFOFOFOFOFOCTV FO FO
FOFOCTVCTVFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOW W W W W W W W
EEEEEE E E E E EEEEEEEEEGG G G G G G G G
EEX X X XXCTVEGGFOFOEEE FOFOFOFOFOFOOHUOHUOHUOHUOHUOHUTTTTTTTTTTTTTTG G G G G G G
G G G G G G G
W W W W W W W
CTVCTVCTVFOFO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE E E E E GGGGGE
X
WWFO FOGGTT T TTT
TCTVCTVTTTTOHUOHUE E
E E
W
EGGGGGG G G G G
G G G G GFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV EEE
XX X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ST ST
XX
XXXX
XX
X XXX X
X
MH
V.P.VAULT
ELEC
V.P.
TTELE
H2O
MMMM MMMMMMMMMM
W
S
W
G
SHYDVAULT
CABLE
CABLE
TRAFFICVAULT
VAULT
ELEC
VAULT
ELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULT
CABLE
F.O.
W
TELE
VAULT
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
W F.O.
TELEMTELEMTELE
VAULT
ELEC
TELEM VAULT
TELE
VAULTCABLE
VAULT
CABLE
VAULT
F.O.
GAS
TELE
T S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
HY DM
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
TELE
TELE
CONTROL
IRR CONTROL
IRR
F.O.
VAULT
ELEC
VAULT
F.O.TELE
VAULT
CABLE
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
WH2O
G
C SW
C SW C SW
C S
HY DVAULT
F.O.
VAULT
ELEC
VAULT
CABLEVAULT
CABLE
CABLE
D
CT
T
VAULT
ELEC
V.P.
T M M
VAULTELEC
VAULT
ELEC
CONTROL
IRR
CONTROLIRR
VAULT
ELECT S
VAULTF.O.
VAULT
F.O.
VAULTCABLE
S
MH
MHW
G
ELEC
ELEC ELEC
ELEC
C S
C S
TT
TVAULT
ELEC
W M
S
F.O.
VAULT
F.O.
ELEC
CONTROL
IRR
V.P.
V.P.V.P.
V.P.
M
E
S
TELE
T
X X
XXXXXXXWWWWWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.N IMPALA DRIVEEXISTING BUILDING TO
REMAIN
OWNER
CHRISTOPHER &
SARAH WEEKS
317 N IMPALA DR.
OWNER
LEORA & JAY SPENCE
316 IRISH DR.
OWNER
ROLAND & CAROL
TREMBLE
317 IRISH DR.
OWNER
CARLA COOLEY
316 WEBB AVE.
OWNER
ERIC & MARY
TACORONTE
317 WEBB AVE.IRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNER
RICHARD & DIXIE
LOYD
2316 LAPORTE
AVENUE
OWNER
SYDNE
ARCHAMBAULT
2314 LAPORTE
AVENUE
OWNER
CURTIS LYONS
LAPORTE
AVENUE
OWNER
ALEX OZOLS
2224 LAPORTE
AVENUE
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
OWNER
VERNON
BONDURANT
404 N IMPALA DR.
OWNER
PLEASANT VALLEY
PROPERTIES LLC
408 N IMPALA DR.
OWNER
ANTHONY NEYLON
412 N IMPALA DR.
416 N IMPALA DR.
LAPORTE AVENUE
LAPORTE AVENUE
S IMPALA DRIVEOWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
EXISTING ANTENNA
TO REMAIN
EXISTING BUILDINGS
TO BE REMOVED
EXISTING ±12'
2-TRACK ACCESS TO
BE REMOVED EXISTING WOOD
FENCE TO BE
REMOVED
EXISTING TREE TO BE
REMOVED (TYP.)
20' SLOPE EASEMENT
REC#20100037325
10' WIDE MOUNTAIN STATES
TELEPHONE AND TELEGRAPH
CO EASEMENT BOOK 1497
PAGE 993
EXISTING PEDESTRIAN
ACCESS EASEMENT
REC#20120003293
EXISTING VAULT AND
MANHOLE TO REMAIN
EXISTING STORM
WATER DRAINAGE
EASEMENT, REC. NO.
19990058224
EXISTING ±12'
2-TRACK ACCESS TO
BE REMOVED
EXISTING CONCRETE
HEADWALL TO
REMAIN
ACCESS DRIVEEXISTING CONCRETE
HEADWALL TO
REMAIN
EXISTING ABANDONED 27"
WATERLINE TO BE
REMOVED
EXISTING TREES TO
REMAIN
EXISTING TREES TO
REMAIN
EXISTING TREE TO BE
REMOVED (TYP.)
EXISTING TREES TO
REMAIN
EXISTING TREES TO
REMAIN
EXISTING TREE TO BE
REMOVED (TYP.)
EXISTING 8" SANITARY
SEWER
EXISTING 27"
WATERLINE
EXISTING FENCE TO
BE REMOVED
SEE ABOVE FOR
DETAILED VIEW EXISTING 60' ROWUTILITY, DRAINAGE, AND
PEDESTRIAN ACCESS
EASEMENT REC#20100037324
TO BE VACATED
UTILITY, DRAINAGE, AND
PEDESTRIAN, AND EMERGENCY
ACCESS ACCESS EASEMENT
REC#20100037324 TO BE VACATED
UTILITY, DRAINAGE, AND
PEDESTRIAN ACCESS
EASEMENT REC#20100037324
TO BE VACATED
OHU OHU OHU
OHU OHU OHU OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS
E E E E E E E
W W W W W W W W W W
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFO FO
FO
FO FO FO FO FO FO
G G G G G G G G G
FO FO FO FO FO FO FO FO FOFOFO
CTV CTV
X X X X X X X XXXXECTVCTVCTVEEEEGGG
GGGFOFOFOFOFOFOFOFOEEEEEEEFOFOFOFOFOFOFOFOFOFOFOOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUTTTTTTTTTTTTTTTTTTTTTTGG G G G G G G G G G
G G G G G G G G G G G
W W W W W W W W W W W
E
E E E E
W
W
GGGGGGG G G G G G
G G G G G GFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV XXX
MMMM MMMMMMMMMM
S
SHYDVAULT
CABLE
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
ELEC
CABLE
TELE
TELE
VAULT
CABLE
TELE
VAULT
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
W F.O.
T S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
TVAULT
ELEC
S
F.O.
VAULT
F.O.
ELEC
CONTROL
IRR
M
E
LAPORTE AVENUE
EXISTING TREES TO BE REMOVED
EXISTING 60' ROWEXISTING 8" WATERLINE
EXISTING 8" SANITARY
SEWER
EXISTING 27"
WATERLINEEXISTING 72' ROWEXISTING ROW
EXISTING OVERHEAD UTILITY TO BE
UNDERGROUNDED. CONTRACTOR TO
COORDINATE WITH UTILITY PROVIDEREXISTING EDGE
OF ASPHALT TO
BE REMOVED
EXISTING EDGE
OF ASPHALT TO
BE REMOVED
EXISTING
STRIPING TO BE
REMOVED
EXISTING
STRIPING TO
REMAIN
LAPORTE AVENUE
EXISTING
±40' FL-EOA
EXISTING CROSSING
TO BE REMOVED AND
RELOCATED
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C1.00DEMOLITION PLANEXISTING CONDITIONS &3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet06060
60
120 180
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC
NE PROJECT NO. 1536-001
DATE: SEPTEMBER, 2018
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.
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING ASPHALT & CONCRETE TO BE REMOVED
FEMA HIGH RISK 100-YR FLOODPLAIN
FEMA HIGH RISK FLOOWAY
MATCHLINE - SEE SHEET C1.02C1.02
C1.01
C1.00
MATCHLINE - SEE SHEET C1.01SCALE 1"=30'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSOHUOHUOHUOHUOHUOHUOHUOHUXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOH
U
OHU
EETGGWGGFOFOWCTVCTVCTVCTVCTVCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWXXXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVOHUOHUOHUOHUOHUOHUOHUGGGGGGGGXXXXXXXX
XFOXXXXXXXXXXTTTTTTTTTTTTOHUOHUOHUOHUOHUXXXXXXXXXXXXX
XXXXXXXXX XSSSTSTSSSSSSSSSSSSSS
ST
ST
ST
ST
ST
ST
ST
ST
XXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXX X X X X X X X X
ST
V.P.
V.P.
VAULT
F.O.
ELEC
ELEC
ELEC
BRKRE
CABLE CABLETT
CELEC
CABLE FE
S
CABLE
T
D
CABLE
TELE
TELE
C S
M
F.O.
F.O.
S
VAULT
F.O.
S
M
M
T
W
V.P.V.P.V.P.V.P.V.P.
C
VAULTF.O.
T VAULT
ELEC MHYDGAS
M
V.P.VAULT
ELECT
M
C
C
VAULT
ELEC
GAS
M
M
W
M CT
VAULT
ELEC
C
M
S FE
SFE
SS
S
FE
SS
TH
TH
WWWWWWWWWWWWWOWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
OWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
OWNER
VERNON
BONDURANT
404 N IMPALA DR.
OWNER
PLEASANT VALLEY
PROPERTIES LLC
408 N IMPALA DR.
OWNER
ANTHONY NEYLON
412 N IMPALA DR.
OWNER
MARY & PAUL
WEIXELMAN
416 N IMPALA DR.
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
CITY OF FORT COLLINS
OWNE
R
WEST
V
I
N
E
B
U
N
G
A
L
O
W
S
HOME
O
W
N
E
R
S
N TAFT HILL ROADMIRANDA SPINDEL
330 N TAFT HILL ROAD
EXISTING STORM
WATER DRAINAGE
EASEMENT, REC. NO.
19990058225
N
E
W
M
E
R
C
E
R
D
I
T
C
H
EXISTING CONCRETE
IRRIGATION STRUCTURE
TO REMAIN
EXISTING FENCE TO BE
REMOVED
EXISTING FOUND #4
REBAR (LK 34176)
TO REMAIN (TYP.)
EXISTING GRAVEL ROAD
TO BE REMOVED
EXISTING STRUCTURES
TO BE REMOVED
EXISTING FENCE TO BE
REMOVED
EXISTING 12" PVC
SANITARY SEWER TO
REMAIN
EXISTING 8' SIDEWALK
EXISTING PEDESTRIAN
BRIDGE TO REMAIN
EXISTING
WETLAND/DETENTION
POND
EXISTING 12" CMP TO BE
REMOVED
EXISTING 20" VERT.
HERCP TO REMAIN
EXISTING ABANDONED
20" WATERLINE TO BE
REMOVED
EXISTING FES TO BE
REMOVED
EXISTING PAVED SIDEWALK TO BE
REMOVED AND RELOCATED
EXISTING FENCE TO
BE REMOVED
EXISTING FENCE TO
BE REMOVED
EXISTING 12"
WATERLINE
EXISTING 8"
WATERLINE
EXISTING DITCH TO BE
REMOVED AND
REALIGNED
EXISTING DITCH
TOP OF BANK
EXISTING TREE TO BE
REMOVED (TYP.)////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING FENCE TO
BE REMOVED////////////EXISTING 12" PVC
SANITARY SEWER TO
BE REMOVED AND
RELOCATED
EXISTING SANITARY
SEWER TO REMAIN
EXISTING 12" PVC
SANITARY SEWER TO
REMAIN
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C1.01DEMOLITION PLANEXISTING CONDITIONS &4
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet06060
60
120 180
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC
NE PROJECT NO. 1536-001
DATE: SEPTEMBER, 2018
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.
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING ASPHALT & CONCRETE TO BE REMOVED
FEMA HIGH RISK 100-YR FLOODPLAIN
FEMA HIGH RISK FLOOWAY
MATCHLINE - SEE SHEET C1.00B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C1.02
C1.01
C1.00
MATCHLINE - SEE SHEET C1.02
XXXOHUSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSOHUOHUOHUOHU
GGWGGGXXGGFOFOFOFOFOFOFOWOHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXT
TTTTTGGGGGGEFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVEEEEEEWWWWWWWTTFOFOFOE
X
WFOGT T T T T T T TT
TCTVCTVTTTTOHUEFOG
W
G G
EEEEEEEFO FO FO FO FO
W W WGGEEFOFOCTVCTVCTVCTVCTVCTV
CTV XXFO
FO
FO FO FO FOEEEOHUOHUOHUOHUOHUCTVECTVWWWWEGGGGGWEECTVCTVCTVCTVCTVCTVCTVCTVCTVEECTVCTV WWWWWWWWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGWWWFOFOFOFOCTVCTVE
EEEEEEEEEEEETTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUCTVCTVCTVEEEGGGGGGGGGGGGGGWWWGGGGWWGWWGGWGWGGWWWWWGGG
GFOFOFOCTVCTVCTVCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWCTVXXXXFO
XXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXXX X X X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSTST ST
STSTSTSTSTST ST ST STSTST
ST
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
X X
XXXX X XXX
XXXXXX X X
XXXXXXXXXXX
X
X
X
X
X
XXXXXXXXXX
STSTSTSTSTT
V.P.
V.P.
VAULT
F.O.
ELEC
ELEC
ELEC
BRKRE
CABLE CABLETT
CELEC
B M
TELE
M
VAULT
F.O.
S
W
F.O.
GAS
HY D
M
WCS
M
M
S
M
M
S
EELEC
C
MH
D
MM
MMM
W
VAULT
ELEC T MCSH2OMM
S
CS
HY D
VAULT
ELEC
W
D
C S
W
WCSF E
S
W
W
H2O
T
T S
GAS
V.P.
F.O.
S
M
C S
HY DVAULT
F.O.
VAULT
ELEC
VAULT
CABLEVAULT
CABLE
CABLE
MH
D
MH
D
M
TESTSTA
CT
T
VAULT
ELEC
V.P.M
VAULTELEC
VAULT
ELEC
CS
MW
F.O.
D
D
VAULT
ELEC
VAULTCABLE
ELEC
VAULT
ELEC
D
MW
MW
ELEC
TFES C
T
M
M
FE
SMW
VAULT
ELEC
T S
T SVAULT
ELEC
VAULT
ELEC
T SVAULT
ELEC
T SVAULT
ELEC
GAS
S
VAULT
ELEC
D
S
VAULT
ELEC
VAULT
CABLEC
VAULT
ELEC
VAULT
ELEC
W
CVAULTCABLEVAULT
ELEC
S
S
S
XWWWWWWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
JAMES
PEABODY
2212 LAPORTE
AVENUE
OWNER
RANDOLPH
MILAN
2140 LAPORTE
AVENUE
OWNER
PAIGE HAIGH
2210
LAPORTE
AVENUE
OWNER
CYNTHIA
HERNANDEZ
2208 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
KEITH & SHERALYN HESS
229 PENNSYLVANIA STREET
OWNER
SUSAN & CATHLEEN DESANTIS
230 PENNSYLVANIA STREET
OWNER
MELISSA VANDERSLUYS
223 PENNSYLVANIA STREET
PENNSYLVANIA STREETOWNER
PAULA METROPOULOS
224 PENNSYLVANIA STREET
OWNER
GILBERT BOYER
241 N TAFT HILL ROAD
OWNER
BRIAN & LAURA DAVIS
237 N TAFT HILL ROAD
OWNER
CARRIE HEYRMAN
233 N TAFT HILL ROAD
OWNER
HUGO RUTHERFURD
229 N TAFT HILL ROAD
OWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
LAPORTE AVENUE N TAFT HILL ROADS IMPALA DRIVEBRIARWOOD ROADOWNER
FAITH REALTY
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
10' WIDE MOUNTAIN STATES
TELEPHONE AND TELEGRAPH
CO EASEMENT BOOK 1497
PAGE 993
EXISTING FENCE TO
BE REMOVED
EXISTING CONCRETE
HEADWALL TO
REMAIN
EXISTING EDGE OF
WETLANDS NEW MERCER
D
ITCH
EXISTING FENCE TO BE
REMOVED
EXISTING FENCE TO BE
REMOVED
EXISTING STOCKPILE TO
BE REMOVED
EXISTING FOUND #4
REBAR (LK 34176)
TO REMAIN (TYP.)
EXISTING GRAVEL ROAD
TO BE REMOVED
EXISTING STRUCTURES
TO BE REMOVED
EXISTING FENCE TO BE
REMOVED
EXISTING 15" PVC
SANITARY SEWER TO
REMAIN
EXISTING OVERHEAD
ELECTRIC LINE TO REMAIN
EXISTING SANITARY
SEWER MANHOLE TO
REMAIN
EXISTING CMP TO
REMAIN
EXISTING 8"
WATERLINE
EXISTING DITCH TO BE
REMOVED AND
REALIGNED
EXISTING TREES TO BE
REMOVED
75' ELECTRIC
TRANSMISSION LINE
EASEMENT BOOK 914
PAGE 532
20' SANITARY SEWER
EASEMENT BOOK
1348 PAGE 553
EXISTING DITCH
TOP OF BANK
EXISTING FIRE
HYDRANT
SEE DETAILED
VIEW BELOW
EXISTING CMP TO
REMAIN
EXISTING 50'
ROW
9' UTILITY EASEMENT
REC#20100037235
10' UTILITY EASEMENT
REC#2090023522
DRAINAGE EASEMENT
REC#20100037236
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
GGGGGWWWGGGGGGXXXXXGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXXXTT
TTTTTTTTTTTGGGGGGGGGGGGGEEEFOFOFOFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEEEEEEEEEWWWWWWWWWWWWWWFOFOFOFOFOFOFOFOE GGE E
X X
WWWFO FO FO FOGGGTTT
T
T T T T T T T T T T T
TTTT
TTCTVCTVCTVCTVCTVOHUOHUOHUFOW GEFO
CTVCTVCTVSS
SS
SS
SS
ST ST ST ST ST ST ST STSTSTST
OHU
OHU
OHU
OHU
OHU
STSTSTSTSTH2O MM
HY
H2O
T
T S
GAS
V.P.
F.O.
S
M
C S
HY D
VAULT
F.O.
VAULT
ELEC
VAULT
CABLEVAULT
CABLE
CABLE
MH
D
MH
D
CT
T
VAULT
ELEC
V.P.M
VAULT
ELEC
VAULT
ELEC WWEXISTING 27"
WATERLINE
EXISTING 15"
PVC SANITARY
SEWER
EXISTING 8"
WATERLINE EXISTING 8"
PVC SANITARY
SEWEREXISTING
STRIPING TO
REMAIN
S IMPALA DRIVEEXISTING 60' ROWEXISTING
±47' FL-EOA
EXISTING
ROWEXISTING TRAFFIC
SIGNAL TO REMAIN
EXISTING OVERHEAD
UTILITY TO REMAIN
PROPOSED 2'
SAWCUT
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C1.02DEMOLITION PLANEXISTING CONDITIONS &5
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet06060
60
120 180
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
FIELD SURVEY BY:
NOTES:
ORIGINAL FIELD SURVEY
NORTHERN ENGINEERING SERVICES, INC
NE PROJECT NO. 1536-001
DATE: SEPTEMBER, 2018
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.
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING ASPHALT & CONCRETE TO BE REMOVED
FEMA HIGH RISK 100-YR FLOODPLAIN
FEMA HIGH RISK FLOOWAY
MATCHLINE - SEE SHEET C1.00B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C1.02
C1.01
C1.00
MATCHLINE - SEE SHEET C1.01
SCALE 1"=30'
XOHU OHU OHU
OHU OHU
OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS SS SS
SSSSSSSSSSSSSS
SS
SS
SS
SSOHUOHUOHUOHU
GGXGOHU OHU OHU OHUXXX
GGGEEEWWWE
W W
G G
W W W W
EEEE E EEEEG G G G
X XEGG G
G G GWWW
E E GGWGOHUXOHUOHUOHUOHUOHUG
EEEWEEE
GGG G G
G G G
EOHU OHU
WGGEWWWWGGGGGGGGWEEEEOHUOHUOHUOHUEGGGGGGGWGGGGWWGGGGGGWWWWWWWXXOHUOHUOHUGGGGXXXXXXXXXXXOHUOHUXXXOHUOHUOHUOHUOHUX
X
SS
SS
SS
SS
SS
ST STSTST ST SSSSSSST
ST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
X
XX XX XX X XXXX X X
XXX
STSTMH
V.P.VAULTELEC
V.P.
T
VAULTF.O.
ELEC
ELEC
ELEC
BRKRE
CABLECABLETT
CELEC
CABLE FE
SCABLE
B M
T
TELE
D
CABLE
TELE
TELE
F.O.
F.O.
S
VAULTF.O.
S
W
F.O.
GAS
HY DM
WCS
M
M
S
M
M
S
S
EELEC
C
MH
D
MMMMM
W
VAULTELEC T MCSH2OMM
S
CS
HY DVAULTELEC
W
D
CS
W
WCS
F E
SW
M
M
T
W
V.P.V.P.V.P.V.P.V.P.
C
VAULTF.O.
T VAULTELEC M
HY DGAS
M
V.P.VAULTELECT
MC
CS
C
VAULTELEC
GAS
M
M
W
M CT VAULTELEC
C
W
MMMMMMMM
VAULTELEC
H2O
W
CS
CABLE
ELEC
W
S
W
G
SHYDVAULTCABLE
CABLE
TRAFFICVAULT
VAULTELEC
VAULTELEC
ELEC
TELECABLE
CABLE
TELE TELE
VAULTCABLE
F.O.
W
TELE
VAULTELEC
ELEC
VAULTELEC
VAULTELEC
CONTROLIRR
W F.O.
TELEMTELEMTELE
VAULTELEC
TELEM VAULTTELE
VAULTCABLE
VAULTCABLE
VAULTF.O.
GAS
TELE
CONTROLIRRCONTROLIRR
CONTROLIRR
HY DM
VAULTELEC T SVAULTELEC
CONTROLIRR
CONTROLIRR CONTROLIRR
CONTROLIRR
TELE
TELE
CONTROLIRR CONTROLIRR
F.O.
VAULTELEC
VAULTF.O.TELE
VAULTCABLE
GAS
CONTROLIRR
CONTROLIRR
CONTROLIRR
WH2O
G
CSW
CSW CSW
CS
H2O
TGAS
F.O.
S
M
CS
HY DVAULTF.O.
VAULTELEC
VAULTCABLEVAULTCABLE
CABLE
MH
D
MH
D
M
TESTSTA
CT
T
VAULTELEC
V.P.
T M M
VAULTELEC
VAULTELEC
CONTROLIRRCONTROLIRR
VAULTELECT S
VAULTF.O.
VAULTF.O.
VAULTCABLE
S
MH
MHW
G
ELECELECELEC
ELEC
CS
CS
TT
TVAULTELEC
W M
S
F.O.
VAULTF.O.
ELEC
CONTROLIRR
V.P.
V.P.V.P.
V.P.
M
E
CS
MW
F.O.
D
D
VAULTELECVAULTCABLE
ELEC
VAULTELEC
D
MW
MW
ELEC
TFES
C
T
M
FES
MW
VAULTELEC
T S
T SVAULTELEC
VAULTELEC
T SVAULTELEC
T SVAULTELEC
GAS
S
VAULTELEC
D
S
VAULTELECVAULTCABLEC
VAULTELEC
VAULTELEC
W
CVAULTCABLEVAULTELEC
S
S
S
S FES
S
S
TELE
T
TH
TH
X
XXXWW2.0 1.0
.5
2.0
.5
2.0
1.0
1.0
.5
.5
.5
2.0
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUTSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUSD SDTSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
SD SD SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
SDSDSDSDSDSDSDSDSD
SD SD SD
SD
SD
SD
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SDSDSDSDSDSDSDSDTSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUSBSB
SB
SB
SBSB SB
SB
SB
SB
SB
SB
SBSB
SB
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUN IMPALA DRIVEIRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEOWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
KURT VATTANO
PENNSYLVANIA STREETOWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
CITY OF FORT COLLINS
LAPORTE AVENUE
LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE
S IMPALA DRIVEBRIARWOOD ROADOWNER
FAITH REALTY
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE ACCESS DRIVENE
W
M
E
R
C
E
R
D
I
T
C
H
NEW MERCER
D
ITCH
NEW ME
R
C
E
R
D
I
T
C
H
GREEN ACRES
SUBDIVISION
GREEN ACRES
SUBDIVISION
BELLWETHER FARM
SUBDIVISION
STORM LINE 2
STORM LINE 1 STORM LINE 3
CONNECT TO
EXISTING
WATERLINE
CONNECT TO
EXISTING
WATERLINE
STORM LINE 4
STORM LINE 7
STORM LINE 9
STORM LINE 8
STORM LINE 10
STORM LINE 13
STORM LINE 11
PROPOSED 8" SANITARY
PROPOSED 8" WATER
PROPOSED 8" SANITARY
PROPOSED 8" WATER
PROPOSED 8" SANITARY
PROPOSED 8" WATER
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
STREET A
STREET ASTREET A
STREET BCONNECT TO
EXISTING
SANITARY
MANHOLE
PROPOSED STORM
TECH CHAMBERS A6
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED 8" SANITARY
PROPOSED 8" WATER
CLUBHOUSE
STORM LINE 6
STORM LINE 5
PROPOSED STORM
TECH CHAMBERS
B3
PROPOSED 8" SANITARY
PROPOSED 8" WATER
PROPOSED FH
PROPOSED FH
PROPOSED CONCRETE WEIR
WITH NOTCH AND WATER
QUALITY PLATE
PROPOSED STORM
TECH CHAMBERS
C2
PROPOSED 8" WATER
PROPOSED FH
PROPOSED FH
PROPOSED 8" SANITARY
PROPOSED 12" SANITARY
PROPOSED FH
STORM LINE 12
PROPOSED CONCRETE
APRON
CONNECT TO
EXISTING
STORM
DRAIN
DETENTION
POND 3
DETENTION
POND 2
DETENTION
POND 1
DETENTION
POND 4
DETENTION
POND 5
RAIN GARDEN D5
RAIN
GARDEN D3
RAIN
GARDEN B2
RAIN
GARDEN D3
RAIN
GARDEN C5
RAIN
GARDEN C6
RAIN
GARDEN D4
PROPOSED STORM
TECH CHAMBERS A5
CONNECT TO
EXISTING
SANITARY
LINE
CONNECT TO
EXISTING
SANITARY LINE
PROPOSED 8" WATER
PROPOSED 8"
SANITARY
PROPOSED 8" SANITARY
PROPOSED 8" WATER
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C2.00OVERALL UTILITY PLAN6
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet0120120
120
240 360
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 STORM INLET
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
SDPROPOSED SUBDRAIN
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY
STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14).
9-PLEX CONDOS SHALL BE SERVICED BY 1 1
2" WATER METERS AND 12-PLEX
CONDOS SHALL BE SERVICED BY 2" WATER METERS.
8.NFPA 13R SPRINKLER SYSTEMS SHALL BE INSTALLED FOR ALL SINGLE FAMILY
ATTACHED UNITS.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
10.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
11.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
12.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
PROPOSED FIRE SERVICE F
PROPOSED ELECTRIC E
PROPOSED WATER METER
PROPOSED ELECTRIC VAULTS
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
C2.03 C2.04 C2.05
C2.01 C2.02
8" SS8" SS8" SS8" SS8" SSSF
G
GGWWWSSS8" SS8" SS8" SS8" SS8" SS8" SSW
W
SSGGGG
GGGGGGGGGGG
G
GGGGGFSW8" W8" W 8" W
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W6" W6" WFWSW
FGGGS
8" W8" W
W
SSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD SD SD SD SD SD SD
SD
SD
G
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS SSDSDSDW
12" SS
GGGG
G GGEEEEEEEEEEE E E E
E
E
E
E
E EE E EE
E
EEEEEEEEEE
E
EEEEESDTSALPOLYN
D
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU S
D
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYSUSSSSSSSS SS SS SS SS SS
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXXXXXXXXXXXXXST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
XXX X X X X X X X X
CABLE FE
SCABLE
CABLE
TELE
S
N IMPALA DRIVEOWNERIRISH DRIVEOWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
OWNER
VERNON
BONDURANT
404 N IMPALA DR.
OWNER
PLEASANT VALLEY
PROPERTIES LLC
408 N IMPALA DR.
OWNER
ANTHONY NEYLON
412 N IMPALA DR.
OWNER
MARY & PAUL
WEIXELMAN
416 N IMPALA DR.
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
WEST VINE BUNGALOWS
HOMEOWNERS
N
E
W
M
E
R
C
E
R
D
I
T
C
H
SSMH A9
INV. IN=5051.59 (SW)
INV. OUT=5051.49 (NE)
FG=5064.56
SSMH A11
INV. IN=5052.38 (S)
INV. OUT=5052.28 (NE)
FG=5062.36
SSMH A10
INV. IN=5051.91 (NW)
INV. IN=5051.91 (SE)
INV. IN=5051.81 (SW)
INV. OUT=5051.71 (NE)
FG=5063.85
SSMH A10-1W
INV. OUT=5052.80 (SE)
FG=5063.07
SSMH A4-6
INV. OUT=5051.66 (NE)
FG=5065.11
180.42 LF @ 0.40
%118.66 LF @ 0.40%53.63 LF @ 0.40
%
222
.
8
3
L
F
@
0
.
4
0
%
30.31 LF
@ 0.40%
17'
8' U.E.
16'
5' U.E.
EXISTING 12"
SANITARY SEWER
26' EOC-EOC
EXISTING WETLANDS
EASEMENT
EXCLUSION
(TYP.)
STORM LINE 7
STORM LINE 8
STORM LINE 10
PROPOSED
FIRE HYDRANT8' SIDEWALK6' SIDEWALK8' SIDEWALKEASEMENT
EXCLUSION
(TYP.)
5'
S
I
D
E
W
A
L
K
PROPOSED
SUBDRAIN
PROPOSED
SUBDRAIN
PEDESTRIAN
BRIDGE
TRASH ENCLOSURE (TYP.)
LOT 19
LOT 17
LOT 18
LOT 20
LOT 2
LOT 1
LOT 3
LOT 4
PROPOSED
FIRE HYDRANT
BLOCK 6
PROPOSED
FIRE HYDRANT
5'
S
I
D
E
W
A
L
K
12'
G
R
A
V
E
L
D
I
T
C
H
A
C
C
E
S
S
R
O
A
D
TOP OF
DITCH
5' U.E.5' SIDEWALK5' SIDEWALKPROPOSED
5' GRAVEL
BIORETENTION
PROPOSED WATER
CASING
PROPOSED FIRE
HYDRANT
EASEMENT
EXCLUSION
(TYP.)
SSMH B5
INV. IN=5050.58 (W)
INV. OUT=5050.38 (E)
FG=5057.91
48.99
L
F
@
1.
0
0
%
FUTURE SIPHON
(BY OTHERS)
NATURAL HABITAT
BUFFER ZONE
29'
DETENTION
POND 2
RAIN
GARDEN B2
DETENTION
POND 3
TIE TO EXISTING 12"
SANITARY SEWER
PROPOSED
RETAINING
WALL
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C2.01UTILITY PLANS7
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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 STORM INLET
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
SDPROPOSED SUBDRAIN
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY
STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14).
9-PLEX CONDOS SHALL BE SERVICED BY 1 1
2" WATER METERS AND 12-PLEX
CONDOS SHALL BE SERVICED BY 2" WATER METERS.
8.NFPA 13R SPRINKLER SYSTEMS SHALL BE INSTALLED FOR ALL SINGLE FAMILY
ATTACHED UNITS.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
10.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
11.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
12.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
PROPOSED FIRE SERVICE F
PROPOSED ELECTRIC E
PROPOSED WATER METER
PROPOSED ELECTRIC VAULTS
MATCHLINE-SEE SHEET C2.02C2.03 C2.04 C2.05
C2.01 C2.02
MATCHLINE-SEE SHEET C2.04
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSSSS8" SSS
S
SS
SS
SS
SSWWWW
G
G
G
GGGWWWWWSSDSDSDSDSDSDSDSDSD
SWWSWWWSWWWWWSSS6" SS6" SS6" SS6" SS6" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSSSSSSSSSS8" SS8" SSSSSSSSSSSWWWWWWWWSSSSWWWWWWWWWW8" SS8" SSSSS
SSS
S
S
S
SSSSWWWWSSSS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSWWWWWSSSSWWWSS S
SSS WWWWWWW
S W
WW
WW
W
S
S
S S
S S
WW
W
W
W
W
W
SSS
S
S
S
W
W
S
S
GGGGG
G
G
G
G
G
G
G G G G G G G G G G G G
GGGGGGGGGGG
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S
SWWWWW
8" W8" W 8" W 8" W 8" W
8
"
W
8
"
W8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W6" W 6" W 6" W 6" W
W
W
WWW
W
W
S
S
SSS
S
SSWFS
W
W
W
W
S
W
W
W
WWSWWSD
SDSDSWSW
SW
W
SWWWWS
SWWSD8" WTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYSU
SD
SD
SD
SD
SD
SD
SD
SD SD SD
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SS12" SSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD12" SS
12" SS
12" SS
12" SS
12" SS
12" SS
G GG GGGGGGGGG G G G G G G G G GGGE E E E E E
E
E E E E EEEEEEEEEEEEEE
E
E
E
E
E
E E E E E E E E E E E E EEEEEEE
EEEEE
EEEEE
E
EEEEEEEEEEEEEEEEEEEEEEE
E E E
E
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE6" WSDSDTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
109.85 LF @ 0.40%
SS SS
SS
SSSSSSSSSSSSSSSSSSSS OHUOHUOHUOHUOHU
OHU
EEEETTTGGGWWWGGGGGFOFOFOFOWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWGXXXXXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGCTVFO
CTVTTTTTTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUXXXOHUOHUSS
SSSTSTST
ST
ST ST
XXXXXXXXXXXST
ST
VAULT
F.O.
ELEC
ELEC
ELEC
BRKRE
CABLE CABLETT
CELEC
T
D
TELE
F.O.
F.O.
S
VAULT
F.O.
S
W
M
M
T
W FE
STH
TH
OWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
N TAFT HILL ROADOWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
WEST VINE BUNGALOWS
HOMEOWNERS
NEW MERC
E
R
D
I
T
C
H
SSMH A8
INV. IN=5050.77 (SW)
INV. OUT=5050.67 (NE)
FG=5064.54
SSMH A4-6
INV. OUT=5051.66 (NE)
FG=5065.11
SSMH A7
INV. IN=5050.15 (SW)
INV. OUT=5050.05 (E)
FG=5060.03
SSMH A4-5
INV. IN=5051.45 (SW)
INV. OUT=5051.35 (NE)
FG=5064.19
SSMH A5-1
INV. IN=5049.67 (W)
INV. OUT=5049.47 (N)
FG=5059.37
SSCO A5-2
INV. OUT=5050.15 (E)
FG=5060.74
SSMH A6
INV. IN=5049.51 (W)
INV. OUT=5049.41 (E)
FG=5057.40
SSMH A4-4
INV. IN=5050.89 (SW)
INV. OUT=5050.79 (E)
FG=5062.28
SSMH A5
INV. IN=5049.07 (S)
INV. IN=5048.97 (W)
INV. OUT=5048.87 (E)
FG=5056.85
SSMH A4-3
INV. IN=5050.56 (W)
INV. OUT=5050.46 (E)
FG=5061.31
SSMH A4-2
INV. IN=5050.02 (W)
INV. OUT=5049.92 (E)
FG=5059.45
SSMH A4
INV. IN=5048.47 (W)
INV. IN=5048.37 (N)
INV. OUT=5048.27 (S)
FG=5056.36
SSMH A4-1A
INV. OUT=5049.71 (W)
FG=5058.30
SSMH A4-1
INV. IN=5048.98 (W)
INV. IN=5048.98 (E)
INV. OUT=5048.78 (S)
FG=5057.64
134.36 LF
@
0
.
4
0
%
129.
4
1
L
F
@
0.
4
0
%180.42 LF @ 0.40
%118.66 LF @ 0.40%
99.00 LF @ 0.40%99.99 LF @ 0.40%121.19 LF @ 0.40% (PRIVATE)103.50 LF @ 0.40%234.62 LF @ 0.40%
111.18 LF @
0
.
4
0
%
58.03 LF @ 0.40%
114.
5
6
L
F
@
0.
4
0
%53.63 LF @ 0.40
%
30.31 LF
@ 0.40%
36' FL-FL
57' ROW
20'
EOC-EOC
26' EOC-EOC 30'
PROPOSED
42' HALF ROW
EXISTING 40'
HALF ROW
30'
8' U.E.
26' EOC-EOC
36'
FL-FL
57' ROW
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
23' EOC-EOC
30'
8' A.E.
PROPOSED
42' HALF ROW
EXISTING 40'
HALF ROW
PROPOSED 4'X16'
BOX CULVERT
CONNECT TO
EXISTING 12"
WATERLINE
STORM LINE 13
8' SIDEWALK
6' SIDEWALK
6' SIDEWALK3' SIDEWALK3' SIDEWALK3' SIDEWALK6' SIDEWALKPROPOSED
FIRE HYDRANT
STORM LINE 11
9' U.E.
9' U.E.
PEDESTRIAN
CROSSWALK 6'
S
IDEWALK
12' GRA
V
E
L
D
I
T
C
H
A
C
C
E
S
S
R
O
A
D
8' A.E.
5' S
I
D
E
W
A
L
K
PROPOSED
SUBDRAIN
PROPOSED
FIRE HYDRANT
STREET C
STREET BSTORM LINE 11
SSCO A3-2
INV. OUT=5048.79 (S)
FG=5058.11
174.64 LF @ 0.40%121.13 LF @ 0.40% (PRIVATE)110.00 LF @ 0.40%SSMH A3-1
INV. IN=5048.31 (N)
INV. IN=5048.31 (S)
INV. OUT=5048.11 (W)
FG=5059.23
64.56 LF @ 0.40% (PRIVATE)
SSCO A3-1A
INV. OUT=5048.57 (N)
FG=5058.63
SSMH A3
INV. IN=5047.57 (N)
INV. IN=5047.67 (E)
INV. OUT=5047.47 (S)
FG=5059.09
189.15 LF @ 0.40%LOT 19
LOT 17
LOT 18
LOT 20
LOT 23
LOT 25
LOT 24
LOT 21
LOT 22
LOT 14
LOT 17
LOT 15
LOT 18
LOT 11
LOT 13
LOT 12
LOT 10
LOT 5
LOT 6
LOT 9
LOT 8
LOT 7
LOT 3
LOT 2
LOT 4
LOT 1 LOT 34LOT 31LOT 35LOT 33LOT 32LOT 40LOT 39LOT 38LOT 23LOT 29LOT 27LOT 28LOT 30LOT 22LOT 25LOT 24LOT 26LOT 18LOT 19LOT 20LOT 21LOT 16LOT 15LOT 17LOT 14LOT 13
LOT 10
LOT 11
LOT 12
LOT 9
LOT 2
LOT 1
LOT 3
LOT 5
LOT 7
LOT 6
LOT 4
PROPOSED
FIRE HYDRANT LOT 45LOT 42LOT 44LOT 43LOT 41LOT 48
LOT 46
LOT 47
LOT 50
LOT 49
LOT 9LOT 7 LOT 8 LOT 10LOT 6
LOT 5
LOT 4LOT 3
LOT 2
LOT 13 LOT 14LOT 11 LOT 12
LOT 15
LOT 16
LOT 19
LOT 20
LOT 21
LOT 23
LOT 22
LOT 24
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 4
BLOCK 4
BLOCK 6
BLOCK 6
BLOCK 6
PEDESTRIAN
CROSSWALK
PROPOSED
STORMTECH MC 3500
DETENTION CHAMBERS
PROPOSED 5' GRAVEL
BIORETENTION
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING 12"
SANITARY SEWER
6'
S
IDEWALK
8' AE (TYP.)3' SIDEWALK4' A.E.4' A.E.5' A.E.
TRACT W
D&AE
5' U.E.
STORM LINE 11
16' A.E.
5' U.E.
5' U.E.
8' U.E.
8' U.E.
10'
10'
16'
PROPOSED
5' GRAVEL
BIORETENTION
29'
PROPOSED
WATER CASING
182.19 LF @ 0.40%
SSMH B3
INV. IN=5047.65 (W)
INV. OUT=5047.45 (E)
FG=5056.81
SSMH B5
INV. IN=5050.58 (W)
INV. OUT=5050.38 (E)
FG=5057.91
SSMH B4
INV. IN=5049.89 (W)
INV. IN=5049.89 (N)
INV. OUT=5049.69 (E)
FG=5057.41
SSMH B1
INV. IN=5043.54 (NW)
INV. IN=5043.95 (W)
INV. OUT=5043.34 (E)
FG=5055.63
SSMH B2
INV. IN=5044.66 (W)
INV. OUT=5044.46 (SE)
FG=5051.36
48.99
L
F
@
1
.
0
0
%
249.08
L
F
@
0
.
8
2
%
398.41 LF @ 0.70%131.31
LF
@
0
.70%8' S
IDEWALK
NATURAL HABITAT
BUFFER ZONE
TRACT U
UDA&EAE
20'
5' SIDEWALK
DETENTION
POND 3
RAIN
GARDEN D3
RAIN
GARDEN C6
LOT 18
LOT 17
TIE TO EXISTING 12"
SANITARY SEWER
TIE TO EXISTING 12"
SANITARY SEWER
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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 STORM INLET
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
SDPROPOSED SUBDRAIN
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY
STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14).
9-PLEX CONDOS SHALL BE SERVICED BY 1 1
2" WATER METERS AND 12-PLEX
CONDOS SHALL BE SERVICED BY 2" WATER METERS.
8.NFPA 13R SPRINKLER SYSTEMS SHALL BE INSTALLED FOR ALL SINGLE FAMILY
ATTACHED UNITS.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
10.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
11.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
12.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
PROPOSED FIRE SERVICE F
PROPOSED ELECTRIC E
PROPOSED WATER METER
PROPOSED ELECTRIC VAULTSMATCHLINE-SEE SHEET C2.01B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C2.02UTILITY PLANS8
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C2.03 C2.04 C2.05
C2.01 C2.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
MATCHLINE-SEE SHEET C2.05
8" SS 8" SS 8" SS 8" SS 8" SS
8"
S
S
8"
SSEEEEE8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGG
GGGGWWWSSSSSSW
SSSSSW
WWW
WWWS
WGGGGGGGGGG G G G G G G
GGGGG
G G G G G G G
G
GWWWWSSSS S
S S
SSSSS
SSS
SSS
SWW
W
W
WWW
WWW
WSDTSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
USD
TSALPOLYN
D
D D
ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS
U
TSALPOLYN
D
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYN
DD D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U TSALPOLYN
DD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSWWWWWWWWSSSSSSSS6" SSSSSSWWWW8" W8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WWGGGGGGGGGGGGGGGGGGGGGG G G G G
G
G GGGGGGGWWW
GGGGGGGG G G G G G G G G G G
8" W 8" W 8" W 8" W 8" W 8" W
8"
W
E E E E E E E EEEEEEEEEEEEEEEEEEE
E E E E E E
E
EE
E
E E
SBSBEEEEEEE E
E E E E E E E E E
E
EEEEEEEESBSB
SBSB
SB
SB
SB
SB
SB
SB
SBSB
S
BEE EEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
EE
EEEESDSDOHU OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU
OHU OHU OHU OHU OHU OHU
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
E E E E E
W W W W W W W
CTVCTVCTVCTVCTVCTVCTVCTVFO FO
FO FO FO FO FO FO
G G G G G G GFOFOFOFOFOFOFO FOFO
CTV FOFO FO FO FO
FOFOFOFOCTVCTVCTVCTVFOFOFOFOFOFOFOFOCTVCTVCTVCTVG CTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOWW W W W W W W W
EEEEEEEEE E E E E E E EEEEEEEEGGG
G G G G G G G
EEEEX X X X X X
XXXECTVCTVEEE
GGGXFOFOFOFOFOFOEEEEEFOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTTTTTTTTTTEG G G G G G G G G G G
G G G G G G G G G G G
W W W W W W W W W W W
GGWE E
E E E
W
W
GGGGGG G G G G G
G G G G G GFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV XXX
XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX X
X X
XXXX
X
H2O
S
W
G
SHYDVAULT
CABLE
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULT
CABLE
F.O.
W
TELE
VAULT
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
W F.O.
MTELE
VAULT
ELEC
TELEM VAULT
TELE
VAULT
CABLE
VAULT
CABLE
VAULT
F.O.
GAS
TELE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
HY DM
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
TELE
TELE
CONTROL
IRR CONTROL
IRR
F.O.
VAULT
ELEC
VAULT
F.O.TELE
VAULT
CABLE
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
WH2O
G
C SW
C S
CONTROL
IRR
CONTROL
IRR
VAULT
ELECT S
C S
C S
TT
TVAULT
ELEC
W M
S
F.O.
VAULT
F.O.
ELEC
CONTROL
IRR
V.P.
V.P.V.P.
V.P.
M
E
S
TELE
T
X X X
XXXXXXOWNER
LEORA & JAY SPENCE
316 IRISH DR.
OWNER
ROLAND & CAROL
TREMBLE
317 IRISH DR.
OWNER
CARLA COOLEY
316 WEBB AVE.
OWNER
ERIC & MARY
TACORONTE
317 WEBB AVE.IRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNER
RICHARD & DIXIE
LOYD
2316 LAPORTE
AVENUE
LAPORTE AVENUE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE ACCESS DRIVESSMH A27
INV. OUT=5062.91 (E)
FG=5083.24
SSMH A26
INV. IN=5062.26 (W)
INV. OUT=5062.16 (SE)
FG=5082.65
SSMH A25
INV. IN=5062.00 (NW)
INV. OUT=5061.80 (NE)
FG=5081.98
SSMH A22-3
INV. OUT=5062.81 (E)
FG=5081.31
SSMH A23-3
INV. OUT=5062.60 (E)
FG=5081.00
SSMH A24
INV. IN=5061.24 (SW)
INV. OUT=5061.14 (NE)
FG=5080.57
SSMH A23
INV. IN=5060.88 (SW)
INV. IN=5060.98 (NW)
INV. OUT=5060.78 (E)
FG=5079.66
SSMH A23-1
INV. IN=5061.33 (NW)
INV. OUT=5061.23 (SE)
FG=5079.60
SSMH A23-2
INV. IN=5061.62 (W)
INV. OUT=5061.52 (SE)
FG=5079.56
SSMH A22
INV. IN=5060.43 (W)
INV. IN=5060.53 (S)
INV. OUT=5060.33 (E)
FG=5078.42
SSMH A22-2
INV. IN=5062.10 (W)
INV. OUT=5062.00 (NE)
FG=5078.19
SSMH A22-1
INV. IN=5061.83 (SW)
INV. OUT=5061.73 (N)
FG=5077.39
87.51 L
F
@
0
.
4
0
%65.90 LF @ 0.40
%140.24 LF @ 0.40%40.83 LF @ 0.40%
162.56 LF @ 0.40%299.73 LF @ 0.40%41.67 LF @ 0.40%
176.42 LF @ 0.40%
62.08 LF
@ 0.40%
48.72 LF
@ 0.40%
244.95 LF @ 0.40%
LOT 26
LOT 28
STORM LINE 2
STORM LINE 1
STORM LINE 3
CONNECT TO
EXISTING 27"
WATERLINE
LOT 19
LOT 9
LOT 3
LOT 6 LOT 7 LOT 8 LOT 11LOT 10
LOT 12
LOT 5
LOT 1
LOT 4 LOT 2
LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18
LOT 21
TRACT CTRACT DLOT 5LOT 4LOT 2
TRACT F
D&AE
TRACT A
ADA&EAE
LOT 1
LOT 6 TRACT EUDA&EAETRACT HLOT 11
LOT 15
TRACT B
DE
LOT 7
LOT 10
LOT 12
LOT 9LOT 8
TRACT J
D&AE
LOT 23TRACT GLOT 19
LOT 17
LOT 3
LOT 13
LOT 26
TRACT I
DE
LOT 28
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
5' SIDEWALK
5' SIDEWALK
5' SIDEWALKSTORM LINE 3A
STORM LINE 1 5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK8' U.E.
8' U.E.
20' EOC-EOC
30'
30'
8' U.E.
8' U.E.
20' EOC-EOC
30'
8' U.E.
8' U.E.
28' EOC-EOC
PROPOSED
STORMTECH MC 4500
DETENTION CHAMBERS
A6
PROPOSED
FIRE HYDRANT
STREET A
STREET ASTORM LINE 1
STORM LINE 1B
30' FL-FL 51' ROW
9' U.E.
9' U.E.
20' EOC-EOC
30'
8' U.E.8' U.E.
234.70 LF @ 0.40%
SSMH A21
INV. IN=5059.39 (W)
INV. IN=5059.49 (S)
INV. OUT=5059.29 (E)
FG=5076.74
86.43 LF @ 0.40% (PRIVATE)
SSCO A21-1
INV. OUT=5059.84 (N)
FG=5076.95
286.46 LF @ 0.40%
STORM LINE 1A
PRIVATE
COMBO WATER
SERVICE LINE
PROPOSED
WATER
CASING
PROPOSED
RETAINING
WALL
PVC WATER
CASING
LOT 14
LOT 18
LOT 20
FUTURE 5' SIDEWALKLOT 25
LOT 27
DETENTION
POND 1
PROPOSED
STORMTECH MC 4500
DETENTION CHAMBERS
A5
PRIVATE
COMBO WATER
SERVICE LINE
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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 STORM INLET
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
SDPROPOSED SUBDRAIN
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY
STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14).
9-PLEX CONDOS SHALL BE SERVICED BY 1 1
2" WATER METERS AND 12-PLEX
CONDOS SHALL BE SERVICED BY 2" WATER METERS.
8.NFPA 13R SPRINKLER SYSTEMS SHALL BE INSTALLED FOR ALL SINGLE FAMILY
ATTACHED UNITS.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
10.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
11.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
12.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
PROPOSED FIRE SERVICE F
PROPOSED ELECTRIC E
PROPOSED WATER METER
PROPOSED ELECTRIC VAULTSMATCHLINE-SEE SHEET C2.04B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C2.03UTILITY PLANS9
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C2.03 C2.04 C2.05
C2.01 C2.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
8" SS8" SS8" SS8" SS8" SS8" SSGGGGGGGGGGGGGGGGGTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRON RAINSTOWATERWAYS
U
TSALPOLYN
D
D D
ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYSU
SD SD SD SD SD SD SD
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U WSS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" W
S
W
F GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G
8" SS8" SS8" SSS WFWFSWWWWWWWWSSSSSSSSWWWWWWWWSSSSSSS8" W 8" W 8" W 8" W 8" W 8" W 8" W
6" W6" W6" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W6" W6" W6" WWFFWSS8" W8" W8" W8" W8" W8" W8" W8" WG G
GGGGGGGGGG G G
SDSDSDSDSDSDSDSDSDSDSDSDSDSDTSALPOLYND
D D
ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRON RAINSTOWATERWAYSU SDSDNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SSDSDSDTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U WWWW6" SS 6" SS 6" SS
S
SSSSSS S S
WWWWG G G G G G G G G
GGG
G
G
G
G
G G G GGGGGGGGGE
EEEEE E E
EE EEEE E E E E E EEEEEE
E E EE
EE
EE
EEE
E E E E
EEE EEE E E E E
EEE EEEE
E
E
E
E
E
E
EEEEE
EEE EEEEEE E8" SS8" SS8" SS8" SS8" W8" W8" WTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
SD
SD
SDSDTSALPOLYN
D
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
OHU OHU OHU OHU OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSOHUOHU
GGGGWWGGGGXXXXGGGFOFOFOFOFOFOFOFOFOFOFOWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXXTT
TTTTTTTTGGGGGGGGGGEEFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEEEEEEWWWWWWWWWWTTTTFO FO
FOFOCTVCTVFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOW W W W W W W W
EEE GEEEEEEEEG G G G G G G G
EEECTVCTVGCTV CTVCTVFOFOFO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE E E E E E E GGGGGGGGE
X
WWWFO FO FO FOGGGGTTTT T T T T T T T T TTTTT
TCTVCTVCTVCTVTTTTTTOHUOHUOHUOHUEE FOFOG G G
EEW W WG GGEEEEFO FO FO FO
CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTVXXXXXXXXXXXXXSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSST ST ST ST ST STSTST
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
X X X
XXXXXX X X XXXXXX
X XXXXXX X
XX X
X X XXXX X X X
STSTSTSTSTSTSTSTSTMH
V.P.VAULT
ELEC
V.P.
TTELE
VAULT
ELEC T MCSH2OMM
S
HY DVAULT
ELEC
W
D
TELEMTELEMTELE
VAULT
ELEC
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
C SW C SW
H2O
TGAS
F.O.
S
M
C S
HY DVAULT
F.O.
VAULT
ELEC
VAULT
CABLEVAULT
CABLE
CABLE
MH
D
MH
D
CT
T
VAULT
ELEC
V.P.
T M M
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
VAULT
ELECT S
VAULT
F.O.
VAULT
F.O.
VAULT
CABLE
S
MH
MHW
G
ELEC
ELEC ELEC
ELEC
T
XXXWWWWWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.N IMPALA DRIVEOWNER
CHRISTOPHER &
SARAH WEEKS
317 N IMPALA DR.
OWNER
LEORA & JAY SPENCE
316 IRISH DR.IRISH DRIVEOWNER
RICHARD & DIXIE
LOYD
2316 LAPORTE
AVENUE
OWNER
SYDNE
ARCHAMBAULT
2314 LAPORTE
AVENUE
OWNER
CURTIS LYONS
LAPORTE
AVENUE
OWNER
ALEX OZOLS
2224 LAPORTE
AVENUE
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
JAMES
PEABODY
2212 LAPORTE
AVENUE
OWNER
RANDOLPH
MILAN
2140 LAPORTE
AVENUE
OWNER
LAURA LARSON
320 N IMPALA DR.S IMPALA DRIVEBRIARWOOD ROADSSMH A20
INV. IN=5058.14 (W)
INV. IN=5058.24 (S)
INV. OUT=5058.04 (E)
FG=5077.27
SSMH A20-1
INV. OUT=5058.82 (N)
FG=5075.17
SSMH A19
INV. IN=5057.17 (W)
INV. IN=5057.27 (S)
INV. OUT=5057.07 (E)
FG=5073.49
SSMH A19-1
INV. OUT=5057.88 (N)
FG=5071.71
SSMH A14
INV. IN=5054.30 (W)
INV. OUT=5054.10 (N)
FG=5065.61
SSMH A13
INV. IN=5053.41 (S)
INV. IN=5053.51 (E)
INV. IN=5053.51 (W)
INV. OUT=5053.31 (N)
FG=5064.06
SSMH A12
INV. IN=5052.74 (S)
INV. OUT=5052.64 (N)
FG=5062.34
INV. IN=5052.38 (S)
INV. OUT=5052.28 (NE)
FG=5062.36 118.66 LF @ 0.40%65.25 LF @ 0.40%142.29 LF @ 0.40%172.75 LF @ 0.40%217.93 LF @ 0.40%
152.92 LF @ 0.40%
145.41 LF @ 0.40%
EASEMENT
EXCLUSION
(TYP.)
2 - (4X12) PROPOSED
BOX CULVERT w/
CONCRETE CAP AND
RESTRICTOR PLATETRACT MTRACT KLOT 40
LOT 36TRACT LLOT 29
LOT 34LOT 31LOT 26
LOT 28
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
51' ROW
STORM LINE 4
TRACT J
D&AE
LOT 26
TRACT I
DE
LOT 285' SIDEWALK5' SIDEWALK
STORM LINE 4 6' SIDEWALK4.5' SIDEWALKBLOCK 2
5' SI
D
E
W
A
L
K
26' EOC-EOC
16'
8' U.E.
PROPOSED
SUBDRAIN
EXISTING BOX
CULVERT
PROPOSED
FIRE HYDRANT
ST
R
E
E
T
A
LAPORTE AVENUE
SSMH A18
INV. IN=5056.97 (W)
INV. OUT=5056.87 (E)
FG=5072.59
SSCO A13-2W
INV. OUT=5056.45 (E)
FG=5063.73
30' FL-FL
25.16 LF
@ 0.40%
81.72
L
F
@
0
.
4
0
%
22
4
.
4
0
L
F
@
0
.
4
7
%
SSMH A15
INV. IN=5055.29 (NW)
INV. OUT=5055.19 (E)
FG=5065.07
223.74 LF @ 0.40%
97.73 LF @ 0.40%
SSMH A13-1E
INV. IN=5054.10 (E)
INV. OUT=5053.90 (W)
FG=5063.82
LOT 37
LOT 19
LOT 17
LOT 18
LOT 20
TRACT Z
D&AE
WETLAND FUTURE BRIARWOODROADPROPOSED 8'
ASPHALT WALK
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
16' EMERGENCY
ACCESS
EASEMENT (BY
SEPARATE
DOCUMENT)STREET CTRASH
ENCLOSURE
(TYP.)
5' SIDEWALK
PROPOSED CONCRETE
WEIR WITH NOTCH AND
WATER QUALITY PLATE
STORM LINE 9
8' U.E.
24' EOC-EOC
SSCO A13-1W
INV. IN=5054.98 (W)
INV. OUT=5054.98 (E)
FG=5064.03
8' U.E.
13' U.E.
10' ACC.
5' U.E.
57' ROW
9' U.E.
36' FL-FL
9' U.E.
STORM LINE 5
EXISTING BOX
CULVERT HEADWALL
30' FL-FL 51' ROW
9' U.E.
9' U.E.75' ELECTR
ICTRANSMISS
ION
L
INEEASEMENT BOOK
914PAGE 532FUTURE 5' SIDEWALKLOT 25
LOT 27 LOT 30
LOT 32
LOT 35
LOT 38
LOT 39
LOT 4 LOT 2LOT 5
LOT 9
LOT 8
LOT 7
SSMH A17
INV. IN=5056.54 (W)
INV. OUT=5056.35 (SE)
FG=5069.66
LOT 3
TRACT P
UDA&EAE
PROPOSED CONCRETE
APRON
LOT 33
PROPOSED
STORMTECH SC 740
DETENTION CHAMBERS
LOT 6
73.51 LF @ 2.00% (PRIVATE)73.51 LF @ 2.00% (PRIVATE)
PRIVATE
COMBO WATER
SERVICE LINE
RAIN GARDEN D5
RAIN
GARDEN D3
RAIN
GARDEN D4
PRIVATE
COMBO WATER
SERVICE LINE
PROPOSED
RETAINING WALL
PROPOSED 5'
GRAVEL
BIORETENTION
5' U.E.
PROPOSED
RETAINING
WALL
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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 STORM INLET
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
SDPROPOSED SUBDRAIN
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY
STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14).
9-PLEX CONDOS SHALL BE SERVICED BY 1 1
2" WATER METERS AND 12-PLEX
CONDOS SHALL BE SERVICED BY 2" WATER METERS.
8.NFPA 13R SPRINKLER SYSTEMS SHALL BE INSTALLED FOR ALL SINGLE FAMILY
ATTACHED UNITS.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
10.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
11.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
12.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
PROPOSED FIRE SERVICE F
PROPOSED ELECTRIC E
PROPOSED WATER METER
PROPOSED ELECTRIC VAULTS
MATCHLINE-SEE SHEET C2.05B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C2.04UTILITY PLANS10
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C2.03 C2.04 C2.05
C2.01 C2.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
MATCHLINE-SEE SHEET C2.03MATCHLINE-SEE SHEET C2.01
8" SS8" SS8" SSGGTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
SD 8" SS8" SS8" SSWWSSWSGGGGGGGG8" W8" W8" W8" W8" W8" WW
W
WWWWWW
W
W
S
SSS
SSSS
S
S
G G
G G G G GGGWWWWWS
6" SS 6" SS 6" SS
SS
SSSSSS S
WWWWWEEEEEEEE E EEEEEEEEE EE6" WSD
SD SDSDSDTSALPOLYN
D
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
2.0 1.0
.5
2.0
.5
2.0
1.0
1.0
.5
.5
.5
2.0
XXXXXOHUOHUSS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OHU
X
E FOFOG
W W
G G G
EEEEEEEEEEEFO FO FO FO FO FO FO
FOEWWWGGGEEEFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVX XXXXFO
FO
FO
FO FO FO FO FO FOEEEEEOHUOHUOHUOHUOHUOHUOHUOHUCTVECTVCTVWWWWWWWEEEGGGGGGGGWWWGEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEECTVCTVCTV WWWWWWWWWWWWWWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWFOFOFOFOFOFOCTVCTVCTVCTVE
E
EEEEEEEEEEEEEEEETTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUCTVCTVCTVCTVCTVEEEEEGGGGGGGGGGGGGGGGGGGWWWWWWGGGG
GGWWWGGWWGGGWWGWGGGWWWWWWGG
G GFOFOCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUX X X
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSS
STSTST ST ST
STSTSTSTSTSTSTSTSTSTST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
XX X X
X
X XB M
S
W
F.O.
GAS
HY DM
WCS
M
M
S
M
M
S
EELEC
C
MH
D
M
M
MMM
W
VAULT
ELEC T MCS
S
C S
W
C S
W
WCSF E
SW
W
M
TESTSTA
C S
MW
F.O.
D
D
VAULT
ELEC
VAULT
CABLE
ELEC
VAULT
ELEC
D
MW
MW
ELEC
TFES C
T
M
FE
SMW
VAULT
ELEC
T S
T SVAULT
ELEC
VAULT
ELEC
T SVAULT
ELEC
T SVAULT
ELEC
GAS
S
VAULT
ELEC
D
VAULT
ELEC
VAULT
CABLEC
VAULT
ELEC
VAULT
ELEC
W
CVAULT
CABLEVAULT
ELEC
S
S
S
OWNER
KURT VATTANO
OWNER
RANDOLPH
MILAN
2140 LAPORTE
AVENUE
OWNER
PAIGE HAIGH
2210
LAPORTE
AVENUE
OWNER
CYNTHIA
HERNANDEZ
2208 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
KEITH & SHERALYN HESS
229 PENNSYLVANIA STREET
OWNER
SUSAN & CATHLEEN DESANTIS
230 PENNSYLVANIA STREET
OWNER
MELISSA VANDERSLUYS
223 PENNSYLVANIA STREET
PENNSYLVANIA STREETOWNER
PAULA METROPOULOS
224 PENNSYLVANIA STREET
OWNER
GILBERT BOYER
241 N TAFT HILL ROAD
OWNER
BRIAN & LAURA DAVIS
237 N TAFT HILL ROAD
OWNER
CARRIE HEYRMAN
233 N TAFT HILL ROAD
OWNER
HUGO RUTHERFURD
229 N TAFT HILL ROAD
LAPORTE AVENUE
BRIARWOOD ROADOWNER
FAITH REALTY
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINSNEW MERCER
D
ITCH
NEW
M
E
R
C
E
R
DI
T
C
H
SSMH A10-1E
INV. OUT=5053.06 (NW)
FG=5062.83
SSMH A2
INV. IN=5046.72 (N)
INV. OUT=5046.62 (S)
FG=5058.33
SSMH A1
INV. IN=5046.19 (N)
INV. OUT=5045.99 (SE)
FG=5057.58
EX. SSMH A
INV. IN=5045.84 (NW)
FG=5057.34
38.42 LF @ 0.40%107.42 LF @ 0.40%118.66 LF @ 0.40%
287.34 LF @ 0.40%
PROPOSED
42' HALF ROW
EXISTING 40'
HALF ROW
N TAFT HILL ROADCLUBHOUSE
PROPOSED
FIRE HYDRANT
STORM LINE 11
CORE DRILL CONNECT
TO EXISTING SANITARY
MANHOLE
DETENTION
POND 5
EASEMENT
EXCLUSION
5' SI
D
E
W
A
L
K
EXISTING 15"
SANITARY SEWER75' ELECTR
ICTRANSMISS
ION
L
INEEASEMENT BOOK
914PAGE 532
20' SANITARY SEWER
EASEMENT BOOK
1348 PAGE 553
5' GRAVE
L
S
I
D
E
W
A
L
K
5' SIDE
W
A
L
K
97.73 LF @ 0.40%
SSMH A13-1E
INV. IN=5054.10 (E)
INV. OUT=5053.90 (W)
FG=5063.82
99.33 LF @ 1.00%
SSMH A13-2E
INV. OUT=5055.09 (W)
FG=5063.22
LOT 19
LOT 17
LOT 18
LOT 20
LOT 12
LOT 16
LOT 15
LOT 13
LOT 14
LOT 25
BLOCK 3
12'
G
R
A
V
EL
DI
T
C
H
A
C
C
E
S
S
R
O
A
D
TOP OF
DITCH
PEDESTRIAN
BRIDGE
PROPOSED
FIRE HYDRANT
STORM LINE 12
5'
S
I
D
E
W
A
L
K
5' SIDEWALK
20' EOC-EOC
8' U.E.
13' U.E.
10' ACC.
5' U.E.
9' U.E.
LOT 4 LOT 2LOT 5
LOT 9
LOT 8
LOT 7
LOT 1LOT 3
LOT 11LOT 10
TRACT R
D&AE
TRACT P
UDA&EAE TRACT O
D&AE
EXISTING FIRE
HYDRANT
EXISTING 15"
STORM
PROPOSED
RETAINING
WALL
RAIN
GARDEN D2
PRIVATE
COMBO WATER
SERVICE LINE
PRIVATE
COMBO WATER
SERVICE LINE
15' MAINTENANCE
ACCESS EASEMENT
DETENTION
POND 4
DETENTION
POND 5
RAIN
GARDEN D3
RAIN
GARDEN D3
RAIN
GARDEN C5
RAIN
GARDEN C6
RAIN
GARDEN D4
PROPOSED
CONCRETE WEIR
PROPOSED
CONCRETE WEIR
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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 STORM INLET
PROPOSED LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
CONTROL
IRR
PROPERTY BOUNDARY
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
SDPROPOSED SUBDRAIN
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES, EXCLUDING WATER METERS, ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.ALL SINGLE FAMILY ATTACHED AND DETACHED UNITS SHALL BE SERVICED BY
STANDARD INTERIOR SETTING 3/4IN WATER METERS (FORT COLLINS DETAIL 14).
9-PLEX CONDOS SHALL BE SERVICED BY 1 1
2" WATER METERS AND 12-PLEX
CONDOS SHALL BE SERVICED BY 2" WATER METERS.
8.NFPA 13R SPRINKLER SYSTEMS SHALL BE INSTALLED FOR ALL SINGLE FAMILY
ATTACHED UNITS.
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
10.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
11.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
12.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
PROPOSED FIRE SERVICE F
PROPOSED ELECTRIC E
PROPOSED WATER METER
PROPOSED ELECTRIC VAULTS
MATCHLINE-SEE SHEET C2.04B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C2.05UTILITY PLANS11
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C2.03 C2.04 C2.05
C2.01 C2.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
MATCHLINE-SEE SHEET C2.02
NORTH TAFT ROAD (ROW VARIES)2.0 1.0
.5
2.0
.5
2.0
1.0
1.0
.5
.5
.5
2.0
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUTSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUSD SDTSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
SD SD SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
SDSDSDSDSDSDSDSDSD
SD SD SD
SD
SD
SD
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SDSDSDSDSDSDSDSDTSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU EEEEEEEEEEE
EEEEE
E
EEE
EE
EE
EEE
SBSBSB
SB
SBSB SB
SB
SB
SB
SB
SB
SBSB
SBEE EEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
EE
EEEEE
EEE EEE
EEE
E
EEETSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
XOHU OHU OHU
OHU OHU
OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS SS SS
SSSSSSSSSSSSSS
SS
SS
SS
SSOHUOHUOHUOHU
GGXGFOFOFOOHU OHU OHU OHUXXX
TTTGGGFOFOFOCTVCTVCTVEEEWWWTE
W W
CTVCTVFO FO
G GFOFO FO
FOCTVFOFOCTVCTVCTVCTVCTVFOFOFOFOW W W W
EEEE E EEEEG G G G
X XE FOFOFOTTTTTTG G G
G G GWWW
FO
FOFOFOFOFOFOFOFOFOE E GGWFOGT T T TT
CTVTTOHUXOHUOHUOHUOHUOHUG
EEEFO FO
WEFOCTVCTVCTV
E E
GGG G G
G G GFOFOCTVCTVCTVCTVCTV
FO
FO FOEOHUOHUWGGECTVCTVCTVCTVCTV WWWWCTVCTVCTVCTVCTVFOFOFOFOFOGGGGGGGGWFOFOCTVEEEETTTTTOHUOHUOHUOHUCTVEGGGGGGGWGGGGWWGGFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWXXCTVCTVCTVCTVOHUOHUOHUGGGGXXXXXXXXXXXTTTTTTOHUOHUXXXOHUOHUOHUOHUOHUX
X
SS
SS
SS
SS
SS
ST STSTST ST SSSSSSST
ST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
X
XX XX XX X XXXX X X
XXX
STSTMH
V.P.VAULTELEC
V.P.
T
VAULTF.O.
ELEC
ELEC
ELEC
BRKRE
CABLECABLETT
CELEC
CABLE FE
SCABLE
B M
T
TELE
D
CABLE
TELE
TELE
F.O.
F.O.
S
VAULTF.O.
S
W
F.O.
GAS
HY DM
WCS
M
M
S
M
M
S
S
EELEC
C
MH
D
MMMMM
W
VAULTELEC T MCSH2OMM
S
CS
HY DVAULTELEC
W
D
CS
W
WCS
F E
SW
M
M
T
W
V.P.V.P.V.P.V.P.V.P.
C
VAULTF.O.
T VAULTELEC M
HY DGAS
M
V.P.VAULTELECT
MC
CS
C
VAULTELEC
GAS
M
M
W
M CT VAULTELEC
C
W
MMMMMMMM
VAULTELEC
H2O
W
CS
CABLE
ELEC
W
S
W
G
SHYDVAULTCABLE
CABLE
TRAFFICVAULT
VAULTELEC
VAULTELEC
ELEC
TELECABLE
CABLE
TELE TELE
VAULTCABLE
F.O.
W
TELE
VAULTELEC
ELEC
VAULTELEC
VAULTELEC
CONTROLIRR
W F.O.
TELEMTELEMTELE
VAULTELEC
TELEM VAULTTELE
VAULTCABLE
VAULTCABLE
VAULTF.O.
GAS
TELE
CONTROLIRRCONTROLIRR
CONTROLIRR
HY DM
VAULTELEC T SVAULTELEC
CONTROLIRR
CONTROLIRR CONTROLIRR
CONTROLIRR
TELE
TELE
CONTROLIRR CONTROLIRR
F.O.
VAULTELEC
VAULTF.O.TELE
VAULTCABLE
GAS
CONTROLIRR
CONTROLIRR
CONTROLIRR
WH2O
G
CSW
CSW CSW
CS
H2O
TGAS
F.O.
S
M
CS
HY DVAULTF.O.
VAULTELEC
VAULTCABLEVAULTCABLE
CABLE
MH
D
MH
D
M
TESTSTA
CT
T
VAULTELEC
V.P.
T M M
VAULTELEC
VAULTELEC
CONTROLIRRCONTROLIRR
VAULTELECT S
VAULTF.O.
VAULTF.O.
VAULTCABLE
S
MH
MHW
G
ELECELECELEC
ELEC
CS
CS
TT
TVAULTELEC
W M
S
F.O.
VAULTF.O.
ELEC
CONTROLIRR
V.P.
V.P.V.P.
V.P.
M
E
CS
MW
F.O.
D
D
VAULTELECVAULTCABLE
ELEC
VAULTELEC
D
MW
MW
ELEC
TFES
C
T
M
FES
MW
VAULTELEC
T S
T SVAULTELEC
VAULTELEC
T SVAULTELEC
T SVAULTELEC
GAS
S
VAULTELEC
D
S
VAULTELECVAULTCABLEC
VAULTELEC
VAULTELEC
W
CVAULTCABLEVAULTELEC
S
S
S
S FES
S
S
TELE
T
TH
TH
X
XXXWWN IMPALA DRIVEIRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEOWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
KURT VATTANO
PENNSYLVANIA STREETOWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
CITY OF FORT COLLINS
LAPORTE AVENUE
LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE
S IMPALA DRIVEBRIARWOOD ROADOWNER
FAITH REALTY
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE ACCESS DRIVEN
E
W
M
E
R
C
E
R
D
I
T
C
H
NEW MERCER
D
ITCH
NEW MERC
E
R
D
I
T
C
H
GREEN ACRES
SUBDIVISION
GREEN ACRES
SUBDIVISION
BELLWETHER FARM
SUBDIVISION
CONNECT TO
EXISTING
WATERLINE
STREET A
STREET ASTREET C
STREET BSTORM LINE 2
STORM LINE 1
STORM LINE 3
STORM LINE 7
STORM LINE 9
STORM LINE 8
STORM LINE 10
STORM LINE 13
STORM LINE 11
PROPOSED STORM
TECH CHAMBERS
PROPOSED STORM
TECH CHAMBERS
PROPOSED STORM
TECH CHAMBERS
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 6BLOCK 6
STORM LINE 6
STORM LINE 12
STORM LINE 11
DETENTION
POND 3
DETENTION
POND 2
DETENTION
POND 1
DETENTION
POND 4
DETENTION
POND 5
RAIN GARDEN D5
RAIN
GARDEN D3
RAIN
GARDEN B2
RAIN
GARDEN D3
RAIN
GARDEN C5
RAIN
GARDEN C6
RAIN
GARDEN D4
PROPOSED STORM
TECH CHAMBERS
FUTURE SIPHON
STREET CB M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C3.00OVERALL GRADING PLAN12
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet0120120
120
240 360
C3.03 C3.04 C3.05
C3.01 C3.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
LEGEND:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
10.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950
SDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD SD SD SD SD SD SD
SD
SD
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS SDSDSDSDTSALPOLYN
D
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU S
D
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYSUSSSSSSSS SS SS SS SS SS
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUXXXXXXXXXXXXXXXXXXST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
XXX X X X X X X X X
CABLE FE
SCABLE
CABLE
TELE
S
N IMPALA DRIVEOWNERIRISH DRIVEOWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
OWNER
VERNON
BONDURANT
404 N IMPALA DR.
OWNER
PLEASANT VALLEY
PROPERTIES LLC
408 N IMPALA DR.
OWNER
ANTHONY NEYLON
412 N IMPALA DR.
OWNER
MARY & PAUL
WEIXELMAN
416 N IMPALA DR.
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
WEST VINE BUNGALOWS
HOMEOWNERS
N
E
W
M
E
R
C
E
R
D
I
T
C
H
24'
29'
8' U.E.
26'
5' U.E.
EXISTING 12"
SANITARY SEWER
16' EOC-EOC
EXISTING WETLANDS
EASEMENT
EXCLUSION
(TYP.)
DETENTION
POND 3
8' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK5'
S
I
D
E
W
A
L
K
6' SIDEWALK
OUTLET 10B
INV. OUT=5055.66 (E)
FG=5058.500
FES 10A
INV. IN=5054.80 (W)
FG=5057.050
181.03 L
F
R
C
P
@
0
.
4
8
%
STMH 7B
INV. IN=5056.84 (E)
INV. OUT=5056.84 (W)
FG=5062.318FES 7A
INV. IN=5056.55 (E)
FG=5057.715
145.73 LF HDPE @ 0.20%
SUBDRAIN CLEANOUT A11
INV. IN=5052.82 (S)
INV. OUT=5052.82 (E)
FG=5055.686
SUBDRAIN CLEANOUT A10
INV. IN=5051.92 (W)
INV. OUT=5051.92 (E)
FG=5054.816
SUBDRAIN CLEANOUT A9
INV. IN=5051.49 (W)
INV. OUT=5051.49 (E)
FG=5053.746
SUBDRAIN CLEANOUT A8
INV. IN=5051.39 (W)
INV. OUT=5051.39 (E)
FG=5053.498
51.07 LF PERF. PVC @ 0.20%
214.13 LF PERF. PVC @ 0.20%
180.53 LF
P
E
R
F
.
P
V
C
@
0
.
5
0
%350.59 LF PERF. PVC @ 0.40%PEDESTRIAN
BRIDGE
TRASH
ENCLOSURE
(TYP.)
FES 8A
INV. IN=5060.40 (SW)
FG=5062.065
STMH 8B
INV. IN=5060.50 (S)
INV. OUT=5060.50 (NE)
FG=5062.986
49.47 LF HDPE @ 0.20%65.36 LF HDPE @ 0.20%INLET 8C
INV. OUT=5060.63 (N)
FG=5062.656 3' S
IDEWALK
LOT 2
LOT 1
LOT 3
LOT 4
LOT 20
LOT 19
LOT 18
12'
G
R
A
V
E
L
D
I
T
C
H
A
C
C
E
S
S
R
O
A
D
TOP OF
DITCH
SIDEWALK
CHASE
29.08 LF HDPE @ 0.45%
INLET 7C
INV. IN=5056.97 (SE)
INV. OUT=5056.97 (W)
FG=5060.900
FUTURE SIPHON
(BY OTHERS)
5' U.E.
5' GRAVEL
BIORETENTION
SIDEWALK
CHASE
(TYP.)
DETENTION
POND 2
RAIN
GARDEN B2
LOT 17
47'2.3%4.5
%
15.0%20.8%
22.5%
26.6%
25.7%25.0%
20.3%25.9%
PROPOSED
RETAINING
WALL
PROPOSED
GRASS
SWALE
2' CONCRETE
PAN
2' CONCRETE
PAN
2.2%2.2%2.1%2.1%2.1%1.8%2.
2%
2.2%4.7%1
.
0%
11
.
2%
9.2
%1.2%25.0%25.0%25.0%9.5%B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C3.01GRADING PLAN13
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
MATCHLINE-SEE SHEET C3.02C3.03 C3.04 C3.05
C3.01 C3.02
MATCHLINE-SEE SHEET C3.04
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
LEGEND:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
10.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950
SD SD SD SD SD SD SD SD SD
SD
SDSDSD TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYSU
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
SS SS
SS
SSSSSSSSSSSSSSSSSSSS OHUOHUOHUOHUOHU
OHU
EEEETTTGGGWWWGGGGGFOFOFOFOWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGGGGGGGGFOFOFOFOFOFOFOFOFOFOFOFO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWGXXXXXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGCTVFO
CTVTTTTTTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUXXXOHUOHUSS
SSSTSTST
ST
ST ST
XXXXXXXXXXXST
ST
VAULT
F.O.
ELEC
ELEC
ELEC
BRKRE
CABLE CABLETT
CELEC
T
D
TELE
F.O.
F.O.
S
VAULT
F.O.
S
W
M
M
T
W FE
STH
TH
OWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
N TAFT HILL ROADOWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
WEST VINE BUNGALOWS
HOMEOWNERS
NEW MERC
E
R
D
I
T
C
H
36' FL-FL
57' ROW
20' EOC-EOC
26' EOC-EOC
30''
9' U.E.
PROPOSED
42'' HALF
ROW
EXISTING
40'' HALF
ROW
30''
8' U.E.
26' EOC-EOC
36'
FL-FL
57' ROW
23' EOC-EOC
30''
8'' ACC. (TYP.)
PROPOSED
42'' HALF
ROW
EXISTING
40'' HALF
ROW
PROPOSED 4X16
BOX CULVERT6' SIDEWALK
8' SIDEWALK
6' SIDEWALK
3' SIDEWALK3' SIDEWALK6' SIDEWALK9' U.E.
PEDESTRIAN CROSSWALK
PEDESTRIAN
CROSSWALK6'
SIDEWALK
17' ACC.
5' S
I
D
E
W
A
L
K
STMH 11J
INV. IN=5052.30 (SE)
INV. OUT=5052.30 (N)
FG=5058.718
STMH 11I
INV. IN=5051.72 (E)
INV. IN=5051.72 (S)
INV. OUT=5051.72 (W)
FG=5056.080
STMH 11A-2 w/WQ WEIR
INV. IN=5051.82 (S)
INV. IN=5051.82 (N)
INV. OUT=5051.82 (W)
FG=5055.989
INLET 11A-1
INV. OUT=5051.84 (N)
FG=5055.687
289.24 LF RCP @ 0.20%OUTLET 13B
w/ WQ & RESTRICTOR PLATE
INV. OUT=5049.88 (NE)
FG=5052.000
STMH 13A
INV. IN=5049.35 (SW)
FG=5051.446
106.04 LF RCP
@ 0.50
%
SUBDRAIN CLEANOUT A8
INV. IN=5051.39 (W)
INV. OUT=5051.39 (E)
FG=5053.498
SUBDRAIN CLEANOUT A7
INV. IN=5051.29 (W)
INV. OUT=5051.29 (NE)
FG=5053.235
SUBDRAIN CLEANOUT A2
INV. IN=5050.59 (SW)
INV. OUT=5050.59 (E)
FG=5053.170
SUBDRAIN CLEANOUT A1
INV. IN=5049.93 (W)
INV. OUT=5049.93 (S)
FG=5053.156
SUBDRAIN CLEANOUT A3
INV. IN=5050.66 (W)
INV. OUT=5050.66 (NE)
FG=5052.350
SUBDRAIN CLEANOUT A6
INV. IN=5051.02 (SW)
INV. OUT=5051.02 (E)
FG=5052.558
SUBDRAIN CLEANOUT A5
INV. IN=5050.92 (W)
INV. OUT=5050.92 (E)
FG=5052.313
SUBDRAIN CLEANOUT A4
INV. IN=5050.82 (W)
INV. OUT=5050.82 (E)
FG=5052.065
25.00 LF PERF. PVC @ 0.20%
327.96 LF PERF. PVC @ 0.20%
36.77 LF PERF. PVC @ 0.20%
79.08 LF PERF. PVC @ 0.20%
49.44 LF PERF. PVC @ 0.20%
48.40 LF PERF. PVC @ 0.20%
135.4
4
L
F
P
E
R
F.
P
V
C
@
0.
2
0
%
51.07 LF PERF. PVC @ 0.20%
2' CONCRETE
PAN
STREET C
STREET BCURB CUT &
SIDEWALK
CHASE3' SIDEWALK3' S
IDEWALK
9' U.E.
4' SID
E
W
A
L
K
LOT 2
LOT 1
LOT 3
LOT 4
LOT 20
LOT 19
LOT 18
LOT 23
LOT 25
LOT 24
LOT 21
LOT 22
LOT 23
LOT 22
LOT 24
LOT 20
LOT 21
LOT 17
LOT 19
LOT 18
LOT 16
LOT 13 LOT 14LOT 11 LOT 12
LOT 9LOT 7 LOT 8 LOT 10LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 7
LOT 5
LOT 6
LOT 8
LOT 14
LOT 11
LOT 13
LOT 12
LOT 10
LOT 17
LOT 15
LOT 16
LOT 18
LOT 3
LOT 2
LOT 4
LOT 1
LOT 5
LOT 7
LOT 6
LOT 8
LOT 11
LOT 12
LOT 9
LOT 13
LOT 10
LOT 18 LOT 19 LOT 20LOT 16LOT 15 LOT 17LOT 14 LOT 21 LOT 23LOT 22 LOT 25LOT 24 LOT 29LOT 27 LOT 28 LOT 30LOT 26
LOT 31LOT 35
LOT 33
LOT 32LOT 34
LOT 40 LOT 39 LOT 36
LOT 42
LOT 44
LOT 43
LOT 41
LOT 37
LOT 45
LOT 48
LOT 46
LOT 47
LOT 50
LOT 49
TRACT V
D&AE
TRACT W
D&AE
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 4
BLOCK 4
BLOCK 5
FES 11A
INV. IN=5051.09 (S)
FG=5052.804
260.18 LF RCP @ 0.20%
STMH 11H
INV. IN=5051.61 (E)
INV. OUT=5051.61 (N)
FG=5056.356
8.00 LF RCP @ 0.20%
12' GRA
V
E
L
D
I
T
C
H
A
C
C
E
S
S
R
O
A
D
PROPOSED STORMTECH
MC 3500 DETENTION
CHAMBERS C2
CURB CUT &
SIDEWALK
CHASE
CURB CUT &
SIDEWALK
CHASE
CURB CUT &
SIDEWALK
CHASE
5' GRAVEL
BIORETENTION
3' SIDEWALK8
3
.
9
5
L
F
R
C
P
@
0
.
1
6%
STMH 11K
INV. IN=5052.44 (S)
INV. IN=5052.44 (NE)
INV. OUT=5052.44 (NW)
FG=5057.682
47.16 LF RCP @ 0.27
%
INLET 11K-1
INV. IN=5052.47 (E)
INV. OUT=5052.57 (SW)
FG=5056.720
LOT 38
TRACT U
UDA&EAE
5' U.E.
TRACT Q
UDA&EAE
INLET 11A-3
INV. IN=5051.25 (N)
INV. OUT=5051.25 (S)
FG=5055.687
28.00 LF RCP @ -2.05%
INLET 11A-4
INV. OUT=5050.84 (S)
FG=5057.3486' SIDEWALKRAIN
GARDEN C6
CURB CUT &
SIDEWALK
CHASE
TRACT S
UDA&EAE
TRACT T
UDA&EAE
DETENTION
POND 3
RAIN
GARDEN D3
LOT 15
LOT 17
SIDEWALK
CHASE
4' SIDEWALK
GRASS
SWALE
5.2%4.0%2.1%2.1%2.
1
%
2.1%2.5%3.8%11
.
2%
9.2
%
2.6%2.6%2.1%2.1%2.1%2.1%3
.
3%
2.4%2.6%2.
6
%1.7%4.3%8.0%3.0%
3.0%
2.2
%
2.2%10.8%3.
6
%2.2%1.9%
2.1%
2.1%2.1%2.1%2.1%2.0%25.0%25.0%25.0%25.3%25.8%25.9%26.4%30.1%23
.
2
%14.7%50.81 LF RCP @ 0.20%55.05 LF RCP @ 0.20%
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental PlannerMATCHLINE-SEE SHEET C3.01B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C3.03 C3.04 C3.05
C3.01 C3.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
MATCHLINE-SEE SHEET C3.05 C3.02GRADING PLAN14
LEGEND:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
10.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950
SDTSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
USD
TSALPOLYN
D
D D
ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS
U
TSALPOLYN
D
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYN
DD D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U TSALPOLYN
DD DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUSDSD
OHU OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU
OHU OHU OHU OHU OHU OHU
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
E E E E E
W W W W W W W
CTVCTVCTVCTVCTVCTVCTVCTVFO FO
FO FO FO FO FO FO
G G G G G G GFOFOFOFOFOFOFO FOFO
CTV FOFO FO FO FO
FOFOFOFOCTVCTVCTVCTVFOFOFOFOFOFOFOFOCTVCTVCTVCTVG CTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOWW W W W W W W W
EEEEEEEEE E E E E E E EEEEEEEEGGG
G G G G G G G
EEEEX X X X X X
XXXECTVCTVEEE
GGGXFOFOFOFOFOFOEEEEEFOFOFOFOFOFOFOFOFOFOTTTTTTTTTTTTTTTTTTTTTEG G G G G G G G G G G
G G G G G G G G G G G
W W W W W W W W W W W
GGWE E
E E E
W
W
GGGGGG G G G G G
G G G G G GFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV XXX
XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX X
X X
XXXX
X
H2O
S
W
G
SHYDVAULT
CABLE
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULT
CABLE
F.O.
W
TELE
VAULT
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
W F.O.
MTELE
VAULT
ELEC
TELEM VAULT
TELE
VAULT
CABLE
VAULT
CABLE
VAULT
F.O.
GAS
TELE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
HY DM
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
TELE
TELE
CONTROL
IRR CONTROL
IRR
F.O.
VAULT
ELEC
VAULT
F.O.TELE
VAULT
CABLE
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
WH2O
G
C SW
C S
CONTROL
IRR
CONTROL
IRR
VAULT
ELECT S
C S
C S
TT
TVAULT
ELEC
W M
S
F.O.
VAULT
F.O.
ELEC
CONTROL
IRR
V.P.
V.P.V.P.
V.P.
M
E
S
TELE
T
X X X
XXXXXXOWNER
LEORA & JAY SPENCE
316 IRISH DR.
OWNER
ROLAND & CAROL
TREMBLE
317 IRISH DR.
OWNER
CARLA COOLEY
316 WEBB AVE.
OWNER
ERIC & MARY
TACORONTE
317 WEBB AVE.IRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNER
RICHARD & DIXIE
LOYD
2316 LAPORTE
AVENUE
LAPORTE AVENUE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE ACCESS DRIVEDETENTION
POND 1
LOT 26
LOT 28
LOT 19
LOT 9
LOT 3
LOT 6 LOT 7 LOT 8
LOT 11
LOT 10
LOT 12
LOT 5
LOT 1
LOT 4 LOT 2
LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18
LOT 21
TRACT CTRACT DLOT 5LOT 4LOT 2
TRACT F
D&AE
TRACT A
ADA&EAE
LOT 1
LOT 6 TRACT EUDA&EAETRACT HLOT 11
LOT 15
TRACT B
DE
LOT 7
LOT 10
LOT 12
LOT 9LOT 8
TRACT J
D&AE
LOT 23TRACT GLOT 19
LOT 17
LOT 3
LOT 13
LOT 26
TRACT I
DE
LOT 28
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
5' SIDEWALK
5' SIDEWALK
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' GRAVEL SIDEWALK
8' U.E.
8' U.E.
20' EOC-EOC
30'
30'
8' U.E.
8' U.E.
20' EOC-EOC
30'
8' U.E.
8' U.E.
28' EOC-EOC
INLET 2B
INV. OUT=5071.99 (NE)
FG=5079.309
FES 2A
INV. IN=5067.81 (SW)
FG=5070.060
83.62 LF RCP
@ 5.00
%
INLET 3D
INV. IN=5067.52 (S)
INV. OUT=5067.52 (N)
FG=5072.904
INLET 3E
INV. IN=5067.68 (S)
INV. OUT=5067.68 (N)
FG=5072.559
INLET 3F
INV. OUT=5067.83 (N)
FG=5072.534
77.65 LF RCP @ 0.20%
74.00 LF RCP @ 0.20%
PROPOSED
RETAINING
WALL
GRASS
SWALE
PROPOSED
AREA INLETS
GRASS
SWALE
17.2%16.2%20.1%21.9%5' SIDEWALK30' FL-FL
51' ROW
9' U.E.
9' U.E.
GRASS
SWALE
SIDEWALK
CHASE
CURB CUT &
SIDEWALK
CHASE
STREET A
STREET ACURB CUT &
SIDEWALK
CHASE
GRASS
SWALE
STMH 1F
INV. IN=5071.70 (S)
INV. OUT=5071.70 (NE)
FG=5082.504
STMH 1E
INV. IN=5070.86 (SW)
INV. IN=5070.86 (SE)
INV. OUT=5070.86 (NE)
FG=5081.820
STMH 1E-1A
INV. IN=5070.91 (E)
INV. OUT=5070.91 (NW)
FG=5081.539
STMH 1D
INV. IN=5070.70 (NW)
INV. IN=5070.70 (SW)
INV. OUT=5070.70 (NE)
FG=5080.993
BASIN 1D-1A w/ WQ WEIR
INV. IN=5071.65 (NE)
INV. OUT=5071.65 (SE)
FG=5080.953
STMH 1C
INV. IN=5070.06 (SW)
INV. OUT=5070.06 (E)
FG=5080.345
STMH 1G
INV. IN=5074.11 (W)
INV. IN=5074.11 (E)
INV. OUT=5074.11 (N)
FG=5080.071
INLET 1G-1A
INV. OUT=5074.21 (W)
INV. OUT=5074.21 (E)
FG=5079.737INLET 1G-2A
INV. OUT=5074.31 (E)
FG=5079.725
INLET 1D-1D
INV. OUT=5071.81 (SW)
FG=5079.000
INLET 1E-1B w/ WG WEIR
INV. IN=5071.04 (E)
INV. OUT=5071.04 (W)
FG=5078.119
STMH 1B
INV. IN=5069.16 (W)
INV. OUT=5069.16 (N)
FG=5078.113
INLET 1E-1C
INV. OUT=5071.93 (W)
FG=5076.253
FES 1A
INV. IN=5067.50 (S)
FG=5069.875
173.36 LF RCP @ 0.96%93.93 LF RCP @ 0.96%84.20 LF RCP @ 1.00%160.45 LF RCP @ 1.50%20.00 LF RCP @ 1.00%
64.63 LF RCP @ 0.99%
27.52 LF
RCP
@ 0.20%
118.27 LF HDPE @ 0.75%
53.94 LF
RCP
@ 1.76%81.87 LF RCP @ 0.20%67.25 LF RCP @ 0.20%
10.00 LF RCP @ 1.00%
8' U.E.
PROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS A6
LOT 14
LOT 27
LOT 25
LOT 18
LOT 22
LOT 24
LOT 20
LOT 16 84.08 LF RCP @ 0.20%INLET 3C
INV. IN=5067.35 (S)
INV. OUT=5067.35 (N)
FG=5076.278
31.96 LF RCP @ 0.20%
INLET 3B
INV. IN=5067.29 (S)
INV. OUT=5067.29 (N)
FG=5076.27075.02 LF RCP @ 0.50%FES 3A
INV. IN=5066.92 (S)
FG=5069.295
FUTURE 5' SIDEWALKPROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS A5
2.9%
2.
9%
2.1%
2.1%2.1%2.1%2.1%
2.3%
GRASS
SWALE
5' SIDEWALK
RAIN GARDEN D5
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental PlannerMATCHLINE-SEE SHEET C3.04B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C3.03 C3.04 C3.05
C3.01 C3.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
C3.03GRADING PLAN15
LEGEND:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
10.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRON RAINSTOWATERWAYS
U
TSALPOLYN
D
D D
ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYSU
SD SD SD SD SD SD SD
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U SDSDSDSDSDSDSDSDSDSDSDSDSDSDTSALPOLYND
D D
ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRON RAINSTOWATERWAYSU SDSDNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SDSDSDTSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
SD
SD
SDSDTSALPOLYN
D
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
OHU OHU OHU OHU OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSOHUOHU
GGGGWWGGGGXXXXGGGFOFOFOFOFOFOFOFOFOFOFOWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXXTT
TTTTTTTTGGGGGGGGGGEEFOFOFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEEEEEEWWWWWWWWWWTTTTFO FO
FOFOCTVCTVFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOW W W W W W W W
EEE GEEEEEEEEG G G G G G G G
EEECTVCTVGCTV CTVCTVFOFOFO
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE E E E E E E GGGGGGGGE
X
WWWFO FO FO FOGGGGTTTT T T T T T T T T TTTTT
TCTVCTVCTVCTVTTTTTTOHUOHUOHUOHUEE FOFOG G G
EEW W WG GGEEEEFO FO FO FO
CTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTVXXXXXXXXXXXXXSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSST ST ST ST ST STSTST
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
X X X
XXXXXX X X XXXXXX
X XXXXXX X
XX X
X X XXXX X X X
STSTSTSTSTSTSTSTSTMH
V.P.VAULT
ELEC
V.P.
TTELE
VAULT
ELEC T MCSH2OMM
S
HY DVAULT
ELEC
W
D
TELEMTELEMTELE
VAULT
ELEC
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
C SW C SW
H2O
TGAS
F.O.
S
M
C S
HY DVAULT
F.O.
VAULT
ELEC
VAULT
CABLEVAULT
CABLE
CABLE
MH
D
MH
D
CT
T
VAULT
ELEC
V.P.
T M M
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
VAULT
ELECT S
VAULT
F.O.
VAULT
F.O.
VAULT
CABLE
S
MH
MHW
G
ELEC
ELEC ELEC
ELEC
T
XXXWWWWWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.N IMPALA DRIVEOWNER
CHRISTOPHER &
SARAH WEEKS
317 N IMPALA DR.
OWNER
LEORA & JAY SPENCE
316 IRISH DR.IRISH DRIVEOWNER
RICHARD & DIXIE
LOYD
2316 LAPORTE
AVENUE
OWNER
SYDNE
ARCHAMBAULT
2314 LAPORTE
AVENUE
OWNER
CURTIS LYONS
LAPORTE
AVENUE
OWNER
ALEX OZOLS
2224 LAPORTE
AVENUE
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
JAMES
PEABODY
2212 LAPORTE
AVENUE
OWNER
RANDOLPH
MILAN
2140 LAPORTE
AVENUE
OWNER
LAURA LARSON
320 N IMPALA DR.S IMPALA DRIVEBRIARWOOD ROADDETENTION
POND 2
EASEMENT
EXCLUSION
(TYP.)TRACT MTRACT KLOT 40
LOT 36TRACT LLOT 29
LOT 34LOT 31LOT 26
LOT 28
TRACT J
D&AE
LOT 26
TRACT I
DE
LOT 285' SIDEWALK5' SIDEWALK8' SIDEWALK4.5' SIDEWALKBLOCK 2
26' EOC-EOC
16'
8' U.E.
STMH 4B
INV. IN=5063.66 (W)
INV. OUT=5063.66 (NE)
FG=5069.069 70.47 LF RCP @ 4.71%
SUBDRAIN CLEANOUT A14
INV. IN=5056.80 (SE)
INV. OUT=5056.80 (N)
FG=5059.904
SUBDRAIN CLEANOUT A15
INV. IN=5057.25 (E)
INV. OUT=5057.25 (NW)
FG=5060.103
SUBDRAIN CLEANOUT A13
INV. IN=5055.72 (S)
INV. OUT=5055.72 (N)
FG=5059.389
115.91 LF PERF. PVC @ 0.93%21.9%GRASS
SWALE
SIDEWALK
CHASE
STREET A
STREET A
DETENTION
POND 1
EXISTING BOX
CULVERT
TRASH
ENCLOSURE
(TYP.)
CURB CUT &
SIDEWALK
CHASE
2 - (4X12) PROPOSED
BOX CULVERT w/
CONCRETE CAP AND
RESTRICTOR PLATE
LAPORTE AVENUE5' SIDEWALK51' ROW 30' FL-FL
9' U.E.
9' U.E.
20' EOC-EOC
30'
20' EOC-EOC
8' U.E.8' U.E.
30'
8' U.E.8' U.E.
57' ROW
36' FL-FL
9' U.E.
9' U.E.
LOT 20
LOT 19
LOT 18
38.81 LF PERF. PVC @ 1.15%
113.24
L
F
P
E
R
F
.
P
V
C
@
0
.
2
7
%
SUBDRAIN CLEANOUT A16
INV. OUT=5057.55 (W)
FG=5060.788
PROPOSED CONCRETE WEIR
WITH NOTCH AND WATER
QUALITY PLATE
16'' EMERGENCY
ACCESS EASEMENT
(BY SEPARATE
DOCUMENT)FUTURE BRIARWOODROADPROPOSED 8''
ASPHALT WALK
INLET 6E
INV. IN=5054.77 (W)
INV. OUT=5054.77 (E)
FG=5060.875
STREET COUTFALL 4A
INV. IN=5060.35 (SW)
FG=5061.580
LOT 30LOT 27
LOT 25 LOT 32 LOT 33
LOT 35
LOT 38
LOT 39
LOT 37
LOT 4
LOT 3
LOT 2
LOT 9
LOT 8
LOT 7
RAIN
GARDEN D5
PROPOSED CONCRETE
APRON
PROPOSED STORMTECH
SC 740 DETENTION
CHAMBERS B3
13' U.E.
5' GRAVEL
BIORETENTION
PROPOSED
RETAINING WALL
EXISTING BOX
CULVERT
SIDEWALK
CHASE
(TYP.)
RAIN
GARDEN D4
RAIN GARDEN D5
RAIN
GARDEN D3
RAIN
GARDEN D4
LOT 5
TRACT N
D&AE
LOT 17
36.32 LF PVC @ 0.50%
CURB CUT &
SIDEWALK
CHASE
FUTURE 5' SIDEWALK13.1%
25.7%
22.4%23.3%
16.2%23.0%25.6%
PROPOSED
RETAINING
WALL
26.7%23.3%26.4%23.2%11.5%22.1%2.1%
PROPOSED
HIGH POINT2.1%2.1%2.1%2.1%2.1%2.1%1.7%2
.
0%2.0%PROPOSED
RAIN GARDEN D5 23.7%2.
8%2.8%2.
8%2.8%
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental PlannerMATCHLINE-SEE SHEET C3.05B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C3.03 C3.04 C3.05
C3.01 C3.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
MATCHLINE-SEE SHEET C3.03MATCHLINE-SEE SHEET C3.01
C3.04GRADING PLAN16
LEGEND:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
10.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950
2.0 1.0
.5
2.0
.5
2.0
1.0
1.0
.5
.5
.5
2.0
TSALPOLYND
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
SD
SD
SD SDSDSDTSALPOLYN
D
D D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
XXXXXOHUOHUSS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
OHU
X
E FOFOG
W W
G G G
EEEEEEEEEEEFO FO FO FO FO FO FO
FOEWWWGGGEEEFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVX XXXXFO
FO
FO
FO FO FO FO FO FOEEEEEOHUOHUOHUOHUOHUOHUOHUOHUCTVECTVCTVWWWWWWWEEEGGGGGGGGWWWGEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVEEECTVCTVCTV WWWWWWWWWWWWWWCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGGGGGGGGGGGGGGGGGGWWWWWFOFOFOFOFOFOCTVCTVCTVCTVE
E
EEEEEEEEEEEEEEEETTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUCTVCTVCTVCTVCTVEEEEEGGGGGGGGGGGGGGGGGGGWWWWWWGGGG
GGWWWGGWWGGGWWGWGGGWWWWWWGG
G GFOFOCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOXXXXXXXXXOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUX X X
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSS
STSTST ST ST
STSTSTSTSTSTSTSTSTSTST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
XX X X
X
X XB M
S
W
F.O.
GAS
HY DM
WCS
M
M
S
M
M
S
EELEC
C
MH
D
M
M
MMM
W
VAULT
ELEC T MCS
S
C S
W
C S
W
WCSF E
SW
W
M
TESTSTA
C S
MW
F.O.
D
D
VAULT
ELEC
VAULT
CABLE
ELEC
VAULT
ELEC
D
MW
MW
ELEC
TFES C
T
M
FE
SMW
VAULT
ELEC
T S
T SVAULT
ELEC
VAULT
ELEC
T SVAULT
ELEC
T SVAULT
ELEC
GAS
S
VAULT
ELEC
D
VAULT
ELEC
VAULT
CABLEC
VAULT
ELEC
VAULT
ELEC
W
CVAULT
CABLEVAULT
ELEC
S
S
S
OWNER
KURT VATTANO
OWNER
RANDOLPH
MILAN
2140 LAPORTE
AVENUE
OWNER
PAIGE HAIGH
2210
LAPORTE
AVENUE
OWNER
CYNTHIA
HERNANDEZ
2208 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
KEITH & SHERALYN HESS
229 PENNSYLVANIA STREET
OWNER
SUSAN & CATHLEEN DESANTIS
230 PENNSYLVANIA STREET
OWNER
MELISSA VANDERSLUYS
223 PENNSYLVANIA STREET
PENNSYLVANIA STREETOWNER
PAULA METROPOULOS
224 PENNSYLVANIA STREET
OWNER
GILBERT BOYER
241 N TAFT HILL ROAD
OWNER
BRIAN & LAURA DAVIS
237 N TAFT HILL ROAD
OWNER
CARRIE HEYRMAN
233 N TAFT HILL ROAD
OWNER
HUGO RUTHERFURD
229 N TAFT HILL ROAD
LAPORTE AVENUE
BRIARWOOD ROADOWNER
FAITH REALTY
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINSNEW MERCER
D
ITCH
NEW
M
E
R
C
E
R
DI
T
C
H
PROPOSED
42' HALF ROW
EXISTING 40'
HALF ROW
N TAFT HILL ROADCLUBHOUSE
DETENTION
POND 5
EASEMENT
EXCLUSION
5' S
IDEWALK
EXISTING 15"
SANITARY SEWER
OUTLET 11M
INV. OUT=5052.90 (N)
FG=5055.650
GRASS
SWALE
5' SIDE
W
A
L
K
9' U.E.
PEDESTRIAN
BRIDGE
LOT 20
LOT 19
LOT 18
LOT 25
TRACT R
D&AE
LOT 16 LOT 15
LOT 12
LOT 13
LOT 14
RAIN
GARDEN C5
12'
G
R
A
V
E
L
DI
T
C
H
A
C
C
E
S
S
R
O
A
D
TOP OF
DITCH
TRACT O
D&AE
CURB CUT &
SIDEWALK
CHASE
INLET 6E
INV. IN=5054.77 (W)
INV. OUT=5054.77 (E)
FG=5060.875
STMH 6C
INV. IN=5054.16 (NW)
INV. OUT=5054.16 (S)
FG=5062.616
STMH 6D
INV. IN=5054.59 (W)
INV. OUT=5054.59 (SE)
FG=5062.414
8
3
.
9
5
L
F
R
C
P
@
0
.
1
6%
INV. IN=5052.44 (S)
INV. IN=5052.44 (NE)
INV. OUT=5052.44 (NW)
FG=5057.682
47.16 LF RCP @ 0.27
%
INLET 11K-1
INV. IN=5052.47 (E)
INV. OUT=5052.57 (SW)
FG=5056.720
LOT 1LOT 4
LOT 3
LOT 2
LOT 11LOT 10LOT 9
LOT 8
LOT 7
TRACT Q
UDA&EAE
20' EOC-EOC
8' U.E.
5' U.E.
13' U.E.
NATURAL
HABITAT BUFFER
ZONE
75' ELECTR
ICTRANSMISS
ION
L
INEEASEMENT BOOK
914PAGE 532
15' MAINTENANCE
ACCESS
EASEMENT
INLET 12B
INV. IN=5054.17 (N)
INV. IN=5053.69 (W)
INV. OUT=5053.69 (E)
FG=5057.930
FES 12A
INV. IN=5053.40 (W)
FG=5055.808 203.41 LF RCP @ 0.23%DETENTION
POND 4
RAIN
GARDEN D3
RAIN
GARDEN D4
LOT 5
LOT 17
85.
9
8
L
F
P
V
C
@
0
.
5
0
%
36.32 LF PVC @ 0.50%111.54 LF PVC @ 0.20%STMH 6B
INV. IN=5053.94 (NE)
INV. IN=5053.94 (N)
INV. OUT=5053.94 (SW)
FG=5061.547
24.02 LF PVC @ 0.20%277.35 LF PVC @ 0.20
%
FES 6A
INV. IN=5053.89 (NE)
FG=5058.077
OUTLET 12C
INV. OUT=5054.22 (E)
FG=5056.968
269.64 LF RC
P
@
0
.
2
0
%
142.58 LF RC
P
@
0
.
2
1
%76.01 LF HDPE @ 0.13%RG BASIN 12C
INV. IN=5054.27 (NE)
INV. OUT=5054.27 (S)
FG=5056.870
INLET 6B-1
INV. IN=5054.49 (N)
INV. OUT=5054.49 (SW)
FG=5060.700
11.5%22.1%26.2%
18.5%
25.8%23.2%
5
.
4%
2.6%2.1%
1.
7
%
2.3%
2.3
%
2
.
9%
4.0%
5.9
%
2
.
7%
2.1%10.0%13.0%11.7%
1
1
.
4
%17.1%
PROPOSED
BERM
PROPOSED
BERM
CURB CUT &
SIDEWALK
CHASE
2' CONCRETE
PAN
2
.
0%2.0%2.1%2.1%2.
1
%
2.1%1.7%5.6%9.5%1.6%2.
1%1.3%
5' SIDEWAL
K 5' SIDEWALKPROPOSED
RETAINING
WALL
PROPOSED
CONCRETE
WEIRS
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental PlannerMATCHLINE-SEE SHEET C3.04B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C3.03 C3.04 C3.05
C3.01 C3.02
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
MATCHLINE-SEE SHEET C3.02
C3.05GRADING PLAN17
LEGEND:
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.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
CONSTRUCTION STANDARDS, LATEST EDITION.
3.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER & WATER MAINS & SERVICES.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ROTATE ALL SANITARY MANHOLE LIDS TO LIE OUTSIDE OF THE WHEEL PATH.
6.DRY UTILITY CONDUIT TO BE COORDINATED WITH UTILITY PROVIDERS PRIOR TO
STREET CONSTRUCTION.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
9.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
10.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 NATURAL HABITAT BUFFER ZONE. THIS WILL HELP
PRESERVE THE INTENTION BEHIND THE BUFFER ZONES AND THE NATURAL
FEATURES INTO THE FUTURE.
NOTES:
EXISTING DECID. TREE
EXISTING CONIF. TREE
EXISTING LIGHT POLE
EXISTING STUMP
STEXISTING STORM SEWER LINE
EXISTING CURB/GUTTER FLOWLINE
4:1BANK SLOPE
PROPOSED ASPHALT CROSS SLOPE
CONCENTRATED FLOW DIRECTION
PROPOSED SWALE FLOWLINE
PROPOSED OUTFALL CURB/GUTTER FLOWLINE
PROPOSED STORM DRAIN WITH INLET
PROPOSED CONTOUR
EXISTING CONTOUR
79.45PROPOSED FINISH GROUND ELEVATION
(79.45)EXISTING GROUND ELEVATION
PROPOSED INFLOW CURB/GUTTER FLOWLINE
2.0%
4950
TSALPOLYN
DD D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUE
EEETRACT A
ADA&EAE
LOT 21
TRACT HLOT 23TRACT GLOT 19
LOT 12 TRACT EUDA&EAESIGHT
DISTANCE
EASEMENT
51' ROW
30' FL-FL
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
STORM DRAIN
LINE 1 STORM DRAIN
LINE 3
STREET A
∆
LOT 20
LOT 22
LOT 24
LOT 12
STORM DRAIN
LINE 2
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+505080.865080.495082.445082.035080.725079.425078.115076.865077.075077.675080.355080.265080.915081.515082.075082.615082.595082.365081.715081.385081.055080.405080.075079.745079.095078.765078.445077.785077.455077.135076.755076.785076.925077.225077.375077.525077.82-2.26%-0.60%
2.50%
0.60%
-1.31%PVI STA = 10+00.00PVI ELEV = 5080.86PVI STA = 10+21.73PVI ELEV = 5080.37120.0' VC
HP ELEV = 5082.63
HP STA = 12+34.08
PVI STA = 12+15.30
PVI ELEV = 5083.14BVCS: 11+55.30BVCE: 5081.64EVCS: 12+75.30EVCE: 5082.36A.D. = 3.81
K = 31.51 BVCS: 19+30.26BVCE: 5077.85100.0' VC
PVI STA = 10+88.37
PVI ELEV = 5079.97BVCS: 10+38.37BVCE: 5080.27EVCS: 11+38.37EVCE: 5081.22A.D. = 3.10
K = 32.26
79.7' VC
LP ELEV = 5076.74
LP STA = 17+31.96
PVI STA = 17+17.18
PVI ELEV = 5076.58
BCVS: 16+77.33BVCE: 5077.10ECVS: 17+57.02EVCE: 5076.81A.D. = 1.91
K = 41.76
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING
GROUND
RCP STORM
STA.=13+91.95
INV.=5070.88
RCP STORM
STA.=10+61.47
INV.=5074.16
INTERSECTION
STA=11+63.14
ELEV=5081.83
INTERSECTION
STA=16+16.53
ELEV=5077.89
INTERSECTION
STA=15+29.87
ELEV=5079.03
INTERSECTION
STA=13+21.40
ELEV=5081.75
INTERSECTION
STA=18+46.24
ELEV=5077.35
RCP STORM
STA.=15+85.91
INV.=5068.43
RCP STORM
STA.=17+32.03
INV.=5067.32
S
D
TSALPOLYND
D
D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYN
D
D
D
ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U SBSBSBE
EE
EEE
E SDSDSSSSSSSSSSEEEWWWWCTVCTVCTVCTVFOFOFOFOGGGFOFOFOFOFOCTVXXXCTVGG
FO FO
FOFOFOEEEEEFOFOFOFOFOTTTTTTTTTTGGGGGGGGGGWWWWWXELECTELEWTF.O.ELECXXLAPORTE AVENUE∆
ST
R
E
E
T
A
30' FL-FL 51' ROW
LOT 8
LOT 1
LOT 2
LOT 2
LOT 1
LOT 6
LOT 9
LOT 3
LOT 8
LOT 11
LOT 10LOT 1
LOT 2
TRACT B
DE
TRACT C
LOT 3
LOT 7 TRACT F
D&AETRACT EUDA&EAETRACT AADA&EAEBLOCK 1
BLOCK 2
BLOCK 2
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
4.
5
'
S
I
D
E
W
A
L
K
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
4.
5
'
S
I
D
E
W
A
L
K
R25'
R25'
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
STORM DRAIN
LINE 1
LOT 12
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
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.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.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
6.ABBREVIATIONS:
ACC.= ACCESS EASEMENT
E.A.E= EMERGENCY ACCESS EASEMENT
U.E.= UTILITY EASEMENT
D.E.= DRAINAGE EASEMENT
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
/ / / / / / / /PROPOSED EDGE OF ASPHALT
/ / / / / / / /EXISTING EDGE OF ASPHALT
EXISTING STORM SEWER
NORTH
C4.00PLAN & PROFILE STREET A18
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
RLINEMATCHSTA19+50CENTERLINE
PUBLIC STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
STRT A
STRT A
STAMATCH LINESEE SHEET19+50C4.01LINEMATCH STA14+50NORTH
L
I
N
EMA
T
C
H
S
T
A
1
4
+
5
0
SDE
EE TX
XTTELE
TRACT MTRACT KTRACT LLOT 34LOT 31LOT 26
TRACT I
DE
BLOCK 2
30' FL-FL
51' ROW
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
STREET A
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED 30" VERTICAL
CURB & GUTTER
∆
LOT 25 LOT 32 LOT 33
LOT 40
16' EMERGENCY
ACCESS
EASEMENT
LOT 39
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
19+50 20+00 21+00 22+00 23+00 24+00
5055
5060
5065
5070
5075
5080
5055
5060
5065
5070
5075
5080
24+00 25+00 26+00 27+00 28+00 29+00 29+255077.905077.315076.715075.095077.975077.765077.615077.465077.165077.015076.865076.535076.215075.735074.305073.385072.455067.835065.835065.325064.825064.325070.595069.665068.735067.095066.515066.095065.705065.575065.455065.205065.075064.955064.705064.575064.45-0.60%
-3.72
%
125.0' VC
PVI STA = 22+72.14
PVI ELEV = 5076.28
BVCS: 22+09.64BVCE: 5076.65EVCS: 23+34.64EVCE: 5073.95A.D. = 3.12
K = 40.05
79.0' VC
HP ELEV = 5077.97
HP STA = 19+69.78
PVI STA = 19+69.78
PVI ELEV = 5078.09
EVCS: 20+09.30EVCE: 5077.85A.D. = 1.20
K = 65.87
-3.72
%
-0.50%PVI STA = 29+04.13PVI ELEV = 5064.30125.0' VC
PVI STA = 25+45.87
PVI ELEV = 5066.09
BCVS: 24+83.37BVCE: 5068.42ECVS: 26+08.37EVCE: 5065.78A.D. = 3.22
K = 38.81
PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUNDWATER
2 - (4X12')' RCBC STORM
STA.=25+17.90
INV.=5059.57
INTERSECTION
STA=21+27.60
ELEV=5077.14
INTERSECTION
STA=23+45.63
ELEV=5073.54
2.2'
INTERSECTION
STA=29+04.13
ELEV=5064.30SDSDSDSDSDSDE
E SDSDTXXX
X
XTTELE
2 - (4X12')
PROPOSED
BOX CULVERT
∆
STRE
E
T
C
SEE
S
H
E
E
T
C4.0
3
4.5' SI
D
E
W
A
L
K
TRACT N
D&AE
8' SI
D
E
W
A
L
K
4.5' SIDE
W
A
L
K
8' CROSSPAN
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
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.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.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
6.ABBREVIATIONS:
ACC.= ACCESS EASEMENT
E.A.E= EMERGENCY ACCESS EASEMENT
U.E.= UTILITY EASEMENT
D.E.= DRAINAGE EASEMENT
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
/ / / / / / / /PROPOSED EDGE OF ASPHALT
/ / / / / / / /EXISTING EDGE OF ASPHALT
EXISTING STORM SEWER
NORTH
C4.01PLAN & PROFILE STREET A19
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
CENTERLINE
PUBLIC STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
STRT A
STRT A
LINEMATCHSTA19+50STAMATCH LINESEE SHEET19+50C4.00LINEMATCHSTA24+50NORTHLINEMATCHSTA 24+50
5045
5050
5055
5060
5065
5070
5045
5050
5055
5060
5065
5070
9+50 10+00 11+00 12+00 13+00 14+00 15+00
-1.39%
-2.00%
2.49%
-0.56%
-1.98%
-2.00%
-1.00%PVI STA = 10+00.00PVI ELEV = 5056.34PVI STA = 10+20.00PVI ELEV = 5055.82PVI STA = 9+71.50PVI ELEV = 5056.40PVI STA = 9+76.00PVI ELEV = 5056.31PVI STA = 10+24.00PVI ELEV = 5055.89PVI STA = 12+62.71PVI ELEV = 5059.00PVI STA = 13+38.38PVI ELEV = 5058.98PVI STA = 13+87.40PVI ELEV = 5058.01PVI STA = 14+10.81PVI ELEV = 5057.04PVI STA = 14+12.79PVI ELEV = 5056.87PVI STA = 13+87.83PVI ELEV = 5057.56PVI STA = 13+88.81PVI ELEV = 5057.48PVI STA = 13+36.88PVI ELEV = 5058.2696.3' VC
HP ELEV = 5059.30
HP STA = 12+00.08
PVI STA = 11+69.64
PVI ELEV = 5059.52
BVCS: 11+21.48BVCE: 5058.32EVCS: 12+17.80EVCE: 5059.25A.D. = 3.06
K = 31.51
5056.345057.795059.305058.635057.255055.925057.165058.415058.905059.205059.215059.075058.885058.385058.755058.26PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUNDWATER
INTERSECTION
STA=11+74.63
ELEV=5059.20
PROPOSED
CURB &
GUTTER
PROPOSED
CENTER
MEDIAN
INTERSECTION
STA=10+00.00
ELEV=5056.34
RCP STORM
STA.=10+10.06
INV.=5051.71 EEEEESSSSSSOHUSS
S4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
57' ROW
36' FL-FL
17.5'
CURB CUT &
SIDEWALK CHASE
STORM DRAIN
LINE 11
STREET B
CLUBHOUSE
R60.5
R50
R25
R50
∆LOT 19LOT 34LOT 37LOT 35LOT 36LOT 17LOT 7LOT 18LOT 15LOT 16LOT 20LOT 21LOT 23LOT 22LOT 24LOT 5LOT 6LOT 9LOT 8LOT 3LOT 2LOT 4LOT 1BLOCK 4
BLOCK 5
STREET C
SEE SHEET C4.03
STREET C
SEE SHEET C4.03
CURB CUT &
SIDEWALK CHASE
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
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.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.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
6.ABBREVIATIONS:
ACC.= ACCESS EASEMENT
E.A.E= EMERGENCY ACCESS EASEMENT
U.E.= UTILITY EASEMENT
D.E.= DRAINAGE EASEMENT
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
/ / / / / / / /PROPOSED EDGE OF ASPHALT
/ / / / / / / /EXISTING EDGE OF ASPHALT
EXISTING STORM SEWER
C4.02PLAN & PROFILE STREET B20
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
CENTERLINE
PUBLIC STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
STRT B
NORTH
5050
5055
5060
5065
5070
5075
5050
5055
5060
5065
5070
5075
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING
GROUND
5064.275065.055064.095062.435062.815064.265064.405064.645064.895065.055064.895064.575063.565063.055062.675062.325062.355062.515063.23-2.13%
1.76%
-0.50%1.00%PVI STA = 13+51.43PVI ELEV = 5064.36120.0' VC
HP ELEV = 5065.07
HP STA = 15+12.78
PVI STA = 15+34.38
PVI ELEV = 5065.48
BVCS: 14+74.38BVCE: 5064.88EVCS: 15+94.38EVCE: 5064.21A.D. = 3.13
K = 38.40
75.0' VC
LP ELEV = 5064.25
LP STA = 13+86.15
PVI STA = 13+98.65
PVI ELEV = 5064.12
BCVS: 13+61.15BVCE: 5064.31ECVS: 14+36.15EVCE: 5064.50A.D. = 1.50
K = 50.00
180.0' VC
LP ELEV = 5062.32
LP STA = 17+32.41
PVI STA = 17+24.07
PVI ELEV = 5061.45
BCVS: 16+34.07BVCE: 5063.36ECVS: 18+14.07EVCE: 5063.04A.D. = 3.89
K = 46.28
EXISTING
GROUNDWATER
INTERSECTION
STA=15+48.15
ELEV=5064.91
BEGIN PROPOSED
ASPHALT
STA=13+40.20
FUTURE
GRADE
INTERSECTION
STA=13+70.26
ELEV=5064.27
-3.23
%
-2.92%
-0.50%
0.90%PVI STA = 10+00.00PVI ELEV = 5065.70PVI STA = 10+16.85PVI ELEV = 5065.1675.0' VC
HP ELEV = 5064.43
HP STA = 13+24.72
PVI STA = 13+13.93
PVI ELEV = 5064.55BVCS: 12+76.43BVCE: 5064.21EVCS: 13+51.43EVCE: 5064.36A.D. = 1.40
K = 53.42
145.0' VC
LOW PT ELEV = 5063.14
LOW PT STA = 11+41.24
PVI STA = 11+03.02
PVI ELEV = 5062.64
BVCS: 10+30.52BVCE: 5064.76EVCS: 11+75.52EVCE: 5063.30A.D. = 3.82
K = 37.92
STA.=11+21.46
INV.= 5061.00
EXISTING CMP CULVERTXXXXXXST
X X X X
X
XXX
X
X
X XXXXSTSTSTSTSTSTSTSTST GASMHEETSALPOLYNDD
D ONOTPOLLTE
UCTILEIRONRAINSTOWATERWAYS
U
SDSDSDTSALPOLYN
D
DD
ONOTPOLLTE
UCTILEIRON
RAINSTOWATERWAYSU 4.5' S
I
D
E
W
A
L
K
9' UTIL
I
T
Y
E
A
S
E
M
E
N
T
4.5' S
I
D
E
W
A
L
K
9' UTI
L
I
T
Y
E
A
S
E
M
E
N
T
STREET C
∆
∆
36' FL-FL
57' ROW
PROPOSED 30"
VERTICAL CURB
& GUTTER
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
PROPOSED 30"
VERTICAL CURB
& GUTTER
STREET A
SEE SHEET C4.01
OWNER
PATRICK ST. CLAIR
2216 LAPORTE AVENUE
OWNER
JAMES PEABODY
2212 LAPORTE
AVENUE
BRIARWOOD ROAD LAPORTE AVENUELOT 20
BLOCK 3
8.00' INTERIM
ASPHALT
WALK
EXISTING DIRT
DRIVEWAY
EXISTING
CULVERT
EXISTING
WETLANDS
∆FUT
U
R
E
STR
E
E
T
C
LOT 5
LOT 6
LOT 7
STORM DRAIN
LINE 9
TRACT P
UDA&EAE
8' CROSSPAN
PROPOSED
CURB CUT &
SIDEWALK
CHASE
PROPOSED
CURB CUT &
SIDEWALK
CHASE
NORTH
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
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.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.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
6.ABBREVIATIONS:
ACC.= ACCESS EASEMENT
E.A.E= EMERGENCY ACCESS EASEMENT
U.E.= UTILITY EASEMENT
D.E.= DRAINAGE EASEMENT
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
/ / / / / / / /PROPOSED EDGE OF ASPHALT
/ / / / / / / /EXISTING EDGE OF ASPHALT
EXISTING STORM SEWER
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C4.03PLAN & PROFILE STREET C21
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
CENTERLINE
PUBLIC STREET C
SCALE : 1" = 40' (H) 1" = 5' (V)
STRT C
STRT C
STAMATCH LINESEE SHEET18+50C4.04LINEMA
T
C
H
ST
A
18+50
5050
5055
5060
5065
5070
5075
5050
5055
5060
5065
5070
5075
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+505064.555065.715063.975060.435057.735057.145056.645056.195056.455056.895064.115065.005065.665065.575065.235064.705063.095062.205061.325059.545058.755058.145057.515057.395057.265057.015056.895056.765056.515056.395056.265056.185056.235056.345056.485056.425056.251.76%
2.58%-0.50%
0.50%-0.50%
-3.55
%PVI STA = 27+71.20PVI ELEV = 5056.32PVI STA = 27+75.20PVI ELEV = 5056.25PVI STA = 28+04.20PVI ELEV = 5057.00170.0' VC
HP ELEV = 5065.72
HP STA = 19+94.16
PVI STA = 20+22.70
PVI ELEV = 5066.72
BVCS: 19+37.70BVCE: 5065.22EVCS: 21+07.70EVCE: 5063.70A.D. = 5.31
K = 32.00
75.0' VC
HP ELEV = 5056.48
HP STA = 27+21.20
PVI STA = 27+21.20
PVI ELEV = 5056.57
BVCS: 26+83.70BVCE: 5056.39EVCS: 27+58.70EVCE: 5056.39A.D. = 1.00
K = 75.00
100.0' VC
PVI STA = 22+75.25
PVI ELEV = 5057.76
BCVS: 22+25.25BVCE: 5059.53ECVS: 23+25.25EVCE: 5057.51A.D. = 3.05
K = 32.81
100.0' VC
LP ELEV = 5056.18
LP STA = 26+16.74
PVI STA = 26+16.74
PVI ELEV = 5056.05
BCVS: 25+66.74BVCE: 5056.30ECVS: 26+66.74EVCE: 5056.30A.D. = 1.00
K = 100.00
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING
GROUND
INTERSECTION
STA=25+60.50
ELEV=5056.33
INTERSECTION
STA=23+64.22
ELEV=5057.31
INTERSECTION
STA=20+90.74
ELEV=5064.26INTERSECTION
STA=18+63.52
ELEV=5063.91
PROPOSED 4'X16'
RCBC STORM
STA.=20+13.64
EL. = 5058.614
EXISTING
GROUNDWATER
2'
INTERSECTION
STA=28+04.20
ELEV=5057.00EESITE
DISTANCE
EASEMENT
STREET C
PROPOSED
4'X16' BOX
CULVERT
PROPOSED 30"
VERTICAL CURB
& GUTTER
PROPOSED 30"
VERTICAL CURB
& GUTTER
∆
LOT 19
LOT 20
LOT 48
LOT 46LOT 47
LOT 50
LOT 49
LOT 4
LOT 3
LOT 2
BLOCK 6
BLOCK 4
LOT 1 SDSDEEEEEN TAFT HILL ROAD36' FL-FL
57' ROW
57' ROW
36' FL-FL
STREET C
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
PROPOSED 30"
VERTICAL CURB
& GUTTER
PROPOSED 30"
VERTICAL CURB
& GUTTER
4.5' SIDEWALK
9' UTILITY EASEMENT
PROPOSED 30"
VERTICAL CURB
& GUTTER
STREET B
SEE SHEET C4.02
LOT 42
LOT 44 LOT 43
LOT 41
LOT 9LOT 7 LOT 8 LOT 10LOT 6LOT 5
LOT 4
LOT 3
LOT 2
LOT 15
LOT 16
LOT 9
LOT 8
LOT 11
LOT 10
TRACT V
D&AE
LOT 35 LOT 33
LOT 40 LOT 39 LOT 38
TRACT W
D&AE
LOT 36
LOT 34
LOT 37
LOT 31LOT 32
BLOCK 4
BLOCK 6
BLOCK 6
BLOCK 6
STORM LINE 11
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
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.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.
5.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
6.ABBREVIATIONS:
ACC.= ACCESS EASEMENT
E.A.E= EMERGENCY ACCESS EASEMENT
U.E.= UTILITY EASEMENT
D.E.= DRAINAGE EASEMENT
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED LIGHT POLE
EXISTING LIGHT POLE
/ / / / / / / /PROPOSED EDGE OF ASPHALT
/ / / / / / / /EXISTING EDGE OF ASPHALT
EXISTING STORM SEWER
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C4.04PLAN & PROFILE STREET C22
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
CENTERLINE
PUBLIC STREET C
SCALE : 1" = 40' (H) 1" = 5' (V)
STRT C
STRT C
STAMATCH LINESEE SHEET18+50SHEETNORTH NORTHLINEMATCHSTA18+50
X X X X X X X X X X X X X X X
1
STREET ATIE TO
EXISTING
ASPHALT
TIE TO
EXISTING
ASPHALT
11' TRAVEL LANE
10' MEDIAN
11' TRAVEL LANE
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
11' TRAVEL LANE
11' TRAVEL LANE
10' LEFT TURN LANE
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
EXISTING 12' TRAVEL LANE
EXISTING 12' TRAVEL LANE
EXISTING 7' BIKE LANE
EXISTING 7' BIKE LANE
PROPOSED VERTICAL
CURB & GUTTER
6' SIDEWALK
PROPOSED EDGE OF
ASPHALT
PROPOSED 10'
CROSSPAN
3
1
5
1
1
3
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
N TAFT HILL ROAD
49' FL-EOC72' ROW72' ROWEXISTING 37' EOP-EOP225' REDIRECT TAPER (45:1)
100' STORAGE LENGTH 150' BAY TAPER (15:1)
PROPOSED VERTICAL
CURB & GUTTER
TIE TO EXISTING
STRIPING
PROPOSED FULL
DEPTH ASPHALT
PROPOSED FULL
DEPTH ASPHALT
EXISTING EDGE OF
ASPHALT
5' GRAVEL
BIORETENTION AREA
6' SIDEWALK 5' SIDEWALK
5' SIDEWALK
4' SIDEWALK
BUILDING ACCESS
3' SIDEWALK
XSTSTSTSTGAS3
OWNER
GILBERT BOYER
241 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
N TAFT HILL ROAD
150' BAY TAPER (15:1)
1
1
3
1
PROPOSED VERTICAL
CURB & GUTTER
PROPOSED VERTICAL
CURB & GUTTER
6' SIDEWALK
6' SIDEWALK
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
11' TRAVEL LANE
EXISTING 12' TRAVEL LANE
EXISTING 12' TRAVEL LANE
TIE TO
EXISTING
ASPHALT
TIE TO EXISTING
STRIPING
PROPOSED EDGE OF
ASPHALT
224' REDIRECT TAPER (45:1)
11' TRAVEL LANE
11' TRAVEL LANE
10' MEDIAN
49' FL-EOC72' ROW72' ROWEXISTING 45' EOP-EOPPROPOSED FULL
DEPTH ASPHALT
PROPOSED FULL
DEPTH ASPHALT
EXISTING DRIVE
ACCESS
PROPOSED
KNOCK-DOWN
BOLLARD
EXISTING EDGE OF
ASPHALT
EXISTING 7' BIKE LANE
EXISTING 7' BIKE LANE
EXISTING
STRIPING
EXISTING EDGE OF
ASPHALT
1
4' SIDEWALK
BUILDING ACCESS
3' SIDEWALK
4' SIDEWALK
PROPOSED CURB
CUT & SIDEWALK
CHASE
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C4.05IMPROVEMENTS AND STRIPING PLANINTERIM N TAFT HILL ROAD23
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
TAFT
NORTH
NORTH
TAFT
LEGEND:
STRIPING NOTES:
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
2
1
"ONLY" MARKING
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
B
C
A
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL
BE PRE-FORMED THERMO-PLASTIC.
C.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX
PAINT WITH GLASS BEADS.
D.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
E.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE
DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN
OF WINDSOR (OR TOWN OF TIMNATH FOR LATHAM PARKWAY AND HARMONY ROAD,
WEST OF LATHAM PARKWAY) ENGINEER PRIOR TO PERMANENT INSTALLATION OF
STRIPING AND SYMBOLS.
F.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE
PLANS AND/OR THESE STANDARDS.
G.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
H.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF
STRIPING OR MARKINGS.
STRIPING LEGEND:
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPING
PAVEMENT MARKINGS
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE3
5 8" SOLID WHITE LINE
12" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGD
18" WIDE STOP BAR, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGE
4 4" BROKEN WHITE LINE
10' LENGTH WITH 30' GAP
6 4" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
7 8" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
LANE REDUCTION ARROW, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGF
BICYCLIST AND ARROW
PREFORMED PLASTIC PAVEMENT MARKINGGMATCHLINE-SEE BOTTOM LEFTMATCHLINE-SEE TOP RIGHT
X X X X X X X X X X X X X X X
STREET ATIE TO
PROPOSED
CURB &
GUTTER
11' TRAVEL LANE
10' MEDIAN
11' TRAVEL LANE
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
11' TRAVEL LANE
11' TRAVEL LANE
10' LEFT TURN LANE
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
PROPOSED VERTICAL
CURB & GUTTER
6' SIDEWALK
ULTIMATE CURB &
GUTTER
PROPOSED 10'
CROSSPAN
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
N TAFT HILL ROAD
52' FL-FLPROPOSED 72' ROWPROPOSED VERTICAL
CURB & GUTTER
PROPOSED FULL
DEPTH ASPHALT
PROPOSED FULL
DEPTH ASPHALT
ULTIMATE CURB &
GUTTER ULTIMATE 84' ROW3' BUFFER LANE
PROPOSED
STRIPING
ULTIMATE
STRIPING
3' BUFFER LANE
XOWNER
GILBERT BOYER
241 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
N TAFT HILL ROAD
PROPOSED VERTICAL
CURB & GUTTER
TIE TO
PROPOSED
CURB &
GUTTER
PROPOSED FULL
DEPTH ASPHALT
PROPOSED FULL
DEPTH ASPHALT
EXISTING EDGE OF
ASPHALT
52' FL-FLPROPOSED 72' ROWULTIMATE 84' ROWULTIMATE CURB &
GUTTER
ULTIMATE CURB &
GUTTER
11' TRAVEL LANE
11' TRAVEL LANE
10' LEFT TURN LANE
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
3' BUFFER LANE
ULTIMATE
STRIPING
PROPOSED
STRIPING
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C4.06IMPROVEMENTS AND STRIPING PLANULTIMATE N TAFT HILL ROAD24
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
TAFT
NORTH
NORTH
TAFT
LEGEND:
STRIPING NOTES:
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
2
1
"ONLY" MARKING
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
B
C
A
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL
BE PRE-FORMED THERMO-PLASTIC.
C.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX
PAINT WITH GLASS BEADS.
D.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
E.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE
DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN
OF WINDSOR (OR TOWN OF TIMNATH FOR LATHAM PARKWAY AND HARMONY ROAD,
WEST OF LATHAM PARKWAY) ENGINEER PRIOR TO PERMANENT INSTALLATION OF
STRIPING AND SYMBOLS.
F.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE
PLANS AND/OR THESE STANDARDS.
G.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
H.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF
STRIPING OR MARKINGS.
STRIPING LEGEND:
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPING
PAVEMENT MARKINGS
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE3
5 8" SOLID WHITE LINE
12" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGD
18" WIDE STOP BAR, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGE
4 4" BROKEN WHITE LINE
10' LENGTH WITH 30' GAP
6 4" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
7 8" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
LANE REDUCTION ARROW, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGF
BICYCLIST AND ARROW
PREFORMED PLASTIC PAVEMENT MARKINGGMATCHLINE-SEE BOTTOM LEFTMATCHLINE-SEE TOP RIGHTFOR REVIEW ONLY
NOT FOR CONSTRUCTION
X XXXXXXXX
CONTROL
IRRCONTROL
IRR
STEPHENS
STREET
PROPOSED 6' SIDEWALK
LAPORTE AVE
PROPOSED CURB
AND GUTTER
PROPOSED
PEDESTRIAN
CROSSING
PROPOSED
44' EOA-EOA
EXISTING ±36'
EOA-EOA
3
EXISTING ROAD
CL
EXISTING
STRIPING
1
1
7
5
50' STORAGE
117' BAY TAPER (35mph)
72' REDIRECT TAPER (35mph)
141' REDIRECT TAPER (35mph)
12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
5' BIKE LANE
PROPOSED FULL
DEPTH ASPHALT
PROPOSED
SAWCUT
10' LEFT TURN LANE
12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
5' BIKE LANE
PAVED SHOULDER
50' STORAGE
5
EXISTING CURB
AND GUTTER
EXISTING EDGE
OF ASPHALT
EXISTING EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
G
PROPOSED
KNOCK-DOWN
BOLLARD
PROPOSED
TYPE 3
BARRICADE
XXXXXXXXXXXXXXXXXXXXX X X
V.P.
EXISTING EDGE
OF ASPHALT
4.5' ASPHALT SIDEWALK
PROPOSED
PEDESTRIAN
CROSSING
EXISTING ±46' EOA-FL
PROPOSED
ASPHALT LANE
SEPARATION CURB
SECTION LINE
S IMPALA
DRIVE
48' ASPHALT
CURB TO FL
EXISTING LEFT TURN LANE
EXISTING TRAVEL LANE
EXISTING TRAVEL LANE
EXISTING BIKE LANE
PROPOSED
PEDESTRIAN
CROSSING SIGN
PROPOSED
72' ROW
FUTURE
BRIARWOOD
ROAD
LAPORTE AVE
PROPOSED
PEDESTRIAN
CROSSING SIGN
PROPOSED
ASPHALT LANE
SEPARATION CURB 8' ASPHALT SIDEWALK7' BIKE LANE
PROPOSED FULL
DEPTH ASPHALT
EXISTING
STRIPING
PROPOSED
TYPE III
BARRICADE
PROPOSED
SAWCUTPRIVATEDRIVE EXISTING
ROW
EXISTING
60' ROWPRIVATEDRIVEXXXXXXXXXX
X
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR GAS
G
PROPOSED
72' ROW
SECTION LINE
PROPOSED 6' SIDEWALK
PROPOSED
55' FL-FL PRIVATEDRIVE12' TRAVEL LANE
6' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
5' BIKE LANE
PAVED SHOULDER
EXISTING ROAD
CL
PROPOSED
SAWCUT
EXISTING
STRIPING
12' TRAVEL LANE
12' TRAVEL LA
N
E
6' BIKE LANE
117' BAY TAPER (35mph)
135' REDIRECT TAPER (35mph)
EXISTING 6' SIDEWALK
7
3
1
1
PROPOSED CURB
AND GUTTER
EXISTING CURB
AND GUTTER
40' REDIRECT TAPER (35mph)
EXISTING TRAVEL LANE
EXISTING TRAVEL LANE
PROPOSED FULL
DEPTH ASPHALT
EXISTING EDGE
OF ASPHALT
LAPORTE AVE
G
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C4.07IMPROVEMENT AND STRIPING PLANINTERIM LAPORTE AVE 25
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
NORTH
NORTH
LAPORTE
LEGEND:
STRIPING NOTES:
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
2
1
"ONLY" MARKING
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
B
C
A
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL
BE PRE-FORMED THERMO-PLASTIC.
C.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX
PAINT WITH GLASS BEADS.
D.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
E.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE
DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN
OF WINDSOR (OR TOWN OF TIMNATH FOR LATHAM PARKWAY AND HARMONY ROAD,
WEST OF LATHAM PARKWAY) ENGINEER PRIOR TO PERMANENT INSTALLATION OF
STRIPING AND SYMBOLS.
F.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE
PLANS AND/OR THESE STANDARDS.
G.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
H.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF
STRIPING OR MARKINGS.
STRIPING LEGEND:
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPING
PAVEMENT MARKINGS
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE3
5 8" SOLID WHITE LINE
12" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGD
18" WIDE STOP BAR, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGE
4 4" BROKEN WHITE LINE
10' LENGTH WITH 30' GAP
6 4" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
7 8" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
LANE REDUCTION ARROW, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGF
BICYCLIST AND ARROW
PREFORMED PLASTIC PAVEMENT MARKINGG
NORTH
LAPORTE
C INTERIM LAPORTE PEDESTRIAN CROSSING
B
A INTERIM LAPORTE AVE
LAPORTE
INTERIM LAPORTE AVE MATCHLINE-SEE MIDDLE LEFTMATCHLINE-SEE TOP RIGHT
X XXXXXXXXXX
CONTROL
IRRCONTROL
IRR STREET ASTEPHENS
STREET
LAPORTE AVE
PROPOSED CURB
AND GUTTER
ULTIMATE
84' ROW
EXISTING ±36'
EOA-EOA
12' TRAVEL LANE
7' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
PROPOSED FULL
DEPTH ASPHALT
EXISTING CURB
AND GUTTER
EXISTING EDGE
OF ASPHALT
ULTIMATE CURB &
GUTTER
3' BUFFER
10' BIKE LANE (EXISTING)
3' BUFFER
EXISTING CURB &
GUTTER
ULTIMATE
STRIPING
EXISTING 60'
ROW
12' TRAVEL LANE
7' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
3' BUFFER
10' BIKE LANE (EXISTING)
3' BUFFER
XXXXXXXXXXXXXXXXXXXXX X X
V.P.
S IMPALA
DRIVE
56' ASPHALT
FL-FL
PROPOSED
72' ROW
FUTURE
BRIARWOOD
ROAD
LAPORTE AVE
PROPOSED FULL
DEPTH ASPHALT
ULTIMATE
STRIPINGPRIVATEDRIVE EXISTING
ROW
EXISTING
60' ROWPRIVATEDRIVEULTIMATE
84' ROW
12' TRAVEL LANE
7' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
3' BUFFER
10' BIKE LANE (EXISTING)
3' BUFFER
EXISTING CURB
AND GUTTER
ULTIMATE CURB
AND GUTTER
X X X X X X X X X X
X
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR CONTROL
IRR GAS
G
PROPOSED
72' ROW
PROPOSED 6' SIDEWALK
PROPOSED
55' FL-FL PRIVATEDRIVEULTIMATE
STRIPING
EXISTING 6' SIDEWALK
PROPOSED CURB
AND GUTTER
EXISTING CURB
AND GUTTER
PROPOSED FULL
DEPTH ASPHALT
ULTIMATE CURB &
GUTTER
LAPORTE AVE
ULTIMATE
84' ROW
12' TRAVEL LANE
7' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
3' BUFFER
10' BIKE LANE (EXISTING)
3' BUFFER
12' TRAVEL LANE
7' BIKE LANE
12' TRAVEL LANE
10' LEFT TURN LANE
3' BUFFER
10' BIKE LANE (EXISTING)
3' BUFFER
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C4.08IMPROVEMENT AND STRIPING PLANULTIMATE LAPORTE AVE 26
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
NORTH
NORTH
LAPORTE
LEGEND:
STRIPING NOTES:
4" SOLID YELLOW LINE
4" SOLID WHITE LINE
2
1
"ONLY" MARKING
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
B
C
A
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL
BE PRE-FORMED THERMO-PLASTIC.
C.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX
PAINT WITH GLASS BEADS.
D.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
E.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE
DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND
PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE TOWN
OF WINDSOR (OR TOWN OF TIMNATH FOR LATHAM PARKWAY AND HARMONY ROAD,
WEST OF LATHAM PARKWAY) ENGINEER PRIOR TO PERMANENT INSTALLATION OF
STRIPING AND SYMBOLS.
F.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE
PLANS AND/OR THESE STANDARDS.
G.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
H.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF
STRIPING OR MARKINGS.
STRIPING LEGEND:
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)PAVEMENT STRIPING
PAVEMENT MARKINGS
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE3
5 8" SOLID WHITE LINE
12" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGD
18" WIDE STOP BAR, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGE
4 4" BROKEN WHITE LINE
10' LENGTH WITH 30' GAP
6 4" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
7 8" DASHED EXTENSION LINE
3' LENGTH WITH 9' GAP
LANE REDUCTION ARROW, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKINGF
BICYCLIST AND ARROW
PREFORMED PLASTIC PAVEMENT MARKINGG
NORTH
LAPORTE
C ULTIMATE LAPORTE AVE
B
A ULTIMATE LAPORTE AVE
LAPORTE
ULTIMATE LAPORTE AVE MATCHLINE-SEE MIDDLE LEFTMATCHLINE-SEE TOP RIGHTFOR REVIEW ONLY
NOT FOR CONSTRUCTION
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
USDSD SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U SDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U SDNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SDTSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
SDOHU OHU OHU OHU OHU
OHU OHU OHU OHU
OHU
OHU OHU OHU OHU
SS SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS SS
OHUOHUOHUOHUOHUOHUOHUGGWGGXXFOFOFOFOOHU OHU OHU OHU XXXTTTTGGGGFOFOFOFOCTVCTVCTVCTVEEEEWWWWTTE E
W W W
CTVCTVCTVCTVFO
FO FO FO
G G GFOFOFO FO FO FO
FOFOCTVCTVFOFOFOFOCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOW W W W W W
EEEEE E E EEEEEEG G G G G G
EX X XXCTVGFOEE FOFOFOFOFOTTTTTTTTTTG G G G G
G G G G GWWWW W
CTVCTVFO
FOFOFOFOFOFOFOFOFOFOFOFOE E E GGGGWFO FOGGT T T T T TTT
CTVTTTOHUOHUE E E
GGGGG G G G G
G G G G GFOFOFOCTVCTVCTVCTVCTVCTVCTV XX
XXXXXXXXXXXXXXXXXXXXXX
SS
SS
ST ST ST
ST
ST
ST
OHU
OHU
X X
XXX XXXX X X
X
XX XX X
MH
V.P.VAULTELEC
V.P.
T
CABLE FE
SCABLE
TELE
S
MMMMMMMM
VAULTELEC
H2O
W
CS
CABLE
ELEC
W
S
W
G
SHYD
VAULTCABLE
CABLE
TRAFFICVAULT
VAULT
ELEC
VAULT
ELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULT
CABLE
F.O.
CABLETELE
W
TELE
VAULT
ELEC
ELEC
VAULTELEC
VAULTELEC
CONTROLIRR
W F.O.
TELEMTELEMTELE
VAULT
ELEC
TELEM VAULT
TELE
VAULTCABLE
VAULT
CABLE
VAULTF.O.
GAS
TELE
CONTROLIRRCONTROLIRR
CONTROL
IRR
HY DM
VAULTELEC T SVAULTELEC
CONTROL
IRR
CONTROL
IRR CONTROLIRR
CONTROLIRR
TELE
TELE
CONTROL
IRR CONTROLIRR
F.O.
VAULTELEC
VAULTF.O.TELE
VAULT
CABLE
GAS
CONTROL
IRR
CONTROLIRR
CONTROLIRR
WH2O
G
C SW
CSW CSW
CS
GAS
S
M
C S
HY D
VAULTF.O.
VAULT
ELEC
VAULTCABLEVAULT
CABLE
CABLE
MH
D
MH
D
CT
T
VAULTELEC
V.P.
T M M
VAULTELEC
VAULTELEC
CONTROLIRR
CONTROL
IRR
VAULTELECT S
VAULTF.O.
VAULTF.O.
VAULT
CABLE
S
MH
MHW
G
ELEC
ELEC ELEC
ELEC
C S
C S
TT
TVAULTELEC
W M
S
F.O.
VAULTF.O.
ELEC
CONTROLIRR
V.P.
V.P.V.P.
V.P.
M
E
S
TELE
T
X
XXXXWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.N IMPALA DRIVEOWNER
CHRISTOPHER &
SARAH WEEKS
317 N IMPALA DR.
OWNER
LEORA & JAY SPENCE
316 IRISH DR.
OWNER
ROLAND & CAROL
TREMBLE
317 IRISH DR.
OWNER
CARLA COOLEY
316 WEBB AVE.
OWNER
ERIC & MARY
TACORONTE
317 WEBB AVE.IRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNER
RICHARD & DIXIE
LOYD
2316 LAPORTE
AVENUE
OWNER
SYDNE
ARCHAMBAULT
2314 LAPORTE
AVENUE
OWNER
CURTIS LYONS
LAPORTE
AVENUE
OWNER
ALEX OZOLS
2224 LAPORTE
AVENUE
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
OWNER
VERNON
BONDURANT
404 N IMPALA DR.
OWNER
PLEASANT VALLEY
PROPERTIES LLC
408 N IMPALA DR.
OWNER
ANTHONY NEYLON
412 N IMPALA DR.
OWNER
MARY & PAUL
WEIXELMAN
416 N IMPALA DR.
OWNER
ANDREA GABEL
420 N IMPALA DR.
LAPORTE AVENUE
LAPORTE AVENUE
S IMPALA DRIVEOWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE ACCESS DRIVEIP
IP
IP
IP
IP
IP
WD
WD
WD
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF SFSFSFSF
SF
SF
SF SF
SF
SF
SF SF
SF
VTC
CWA
IP
STREET A
IP
IP
IP
IP
IP
WD
WD
WD
WD
WDWDWDWD
WD
RAIN
GARDEN D4
DETENTION
POND 2
DETENTION
POND 1
RAIN GARDEN D5
RAIN
GARDEN B2
WD
WD WD
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C5.00EROSION CONTROL PLAN27
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
MATCHLINE - SEE SHEET C5.01C5.01C5.00
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
SFSILT FENCE 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 PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST
DATED AUGUST 7, 2019 BY NORTHERN ENGINEERING FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VERTICAL TRACKING CONTROL VTC
INLET PROTECTION IP
OPOUTLET PROTECTION
SD SD SD SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
SDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD SD SD SD
SD
SD
SD
SD
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U SDNYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SDSDSDSDSDSDSDSDSDSDSDTSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
SD SDTSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
SDTSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
2.0 1.0
.5
2.0
.5
2.0
1.0
1.0
.5
.5
.5
2.0
XXOHUSS SS SS SS SS SS SS SS SS SS SS
SSSS SS SS SS
SSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SSOHUOHUOHUOHUOHUOHUOHU
GGWGGXXGFOFOFOFOFOOHU OHU OHU OHU OHU OHUXXXXT
TTTTGGGGGEFOFOFOFOFOCTVCTVCTVCTVCTVEEEEEWWWWWTTFOFOFOGWFOGT T T T T TT
CTVTTTOHUOHUOHUOHU
FOG WG
EEEEEFO FO FO FO
W WGEEFOFOCTVCTVCTVCTVCTV XFO
FO FO FOEEOHUOHUOHUOHUCTVWWEGGGGWECTVCTVCTVCTVCTVCTVCTV ECTVWWWWWWCTVCTVCTVCTVCTVCTVCTVCTVFOFOFOFOFOFOFOFOGGGGGGGGGGGGWWFOFOFOCTVCTVE
EEEEEEEETTTTTTTTOHUOHUOHUOHUOHUOHUCTVCTVEEGGGGGGGGGGWWWGGGWGGWGWWWGGGFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWXXXCTVCTVCTVCTVCTVCTVOHUOHUOHUOHUOHUGGGGGGXXXXXXTTTTTTTTTOHUOHUOHUOHUXXXXXOHUOHUOHUOHUOHUOHUOHUOHUX
SS
SS
SS
SS
SS
SS
SS
SS
SS
STST STSTSTST ST ST STST
ST
ST
ST
ST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
OHU
X X
XXX XXXXXX X X XXXXXXX X X X
ST
STSTSTSTT
VAULTF.O.
ELEC
ELEC
ELEC
BRKRE
CABLE CABLETT
CELEC
CABLE FE S
CABLE
B M
T
TELE
D
CABLE
TELE
TELE
F.O.
F.O.
S
VAULTF.O.
S
W
F.O.
GAS
HY D
M
WCS
M
M
S
M
M
S
S
EELEC
C
MH
D
MMMMM
W
VAULTELEC T MCSH2OMM
S
CS
HY D
VAULTELEC
W
D
C S
W
WCSF E
SW
M
M
T
W
H2O
TGAS
F.O.
S
M
CS
HY DVAULTF.O.
VAULT
ELEC
VAULTCABLEVAULT
CABLE
CABLE
MH
D
MH
D
M
TESTSTA
CT
T
VAULTELEC
V.P.M
VAULTELEC
VAULTELEC
C S
MW
F.O.
D
D
VAULTELEC
VAULT
CABLE
ELEC
VAULTELEC
D
MW
MW
ELEC
TFES C
T
M
FE
SMW
VAULT
ELEC
T S
T SVAULTELEC
VAULTELEC
T SVAULTELEC
T SVAULT
ELEC
GAS
S
VAULT
ELEC
D
S
VAULTELEC
VAULTCABLEC
VAULT
ELEC
VAULTELEC
W
CVAULTCABLEVAULT
ELEC
S
S
S FE S
TH
TH
XWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.
ALEX OZOLS
2224 LAPORTE
AVENUE
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
JAMES
PEABODY
2212 LAPORTE
AVENUE
OWNER
RANDOLPH
MILAN
2140 LAPORTE
AVENUE
OWNER
PAIGE HAIGH
2210
LAPORTE
AVENUE
OWNER
CYNTHIA
HERNANDEZ
2208 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
KEITH & SHERALYN HESS
229 PENNSYLVANIA STREET
OWNER
SUSAN & CATHLEEN DESANTIS
230 PENNSYLVANIA STREET
OWNER
MELISSA VANDERSLUYS
223 PENNSYLVANIA STREET
PENNSYLVANIA STREETOWNER
PAULA METROPOULOS
224 PENNSYLVANIA STREET
OWNER
GILBERT BOYER
241 N TAFT HILL ROAD
OWNER
BRIAN & LAURA DAVIS
237 N TAFT HILL ROAD
OWNER
CARRIE HEYRMAN
233 N TAFT HILL ROAD
OWNER
HUGO RUTHERFURD
229 N TAFT HILL ROAD
OWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
OWNER
LAURA LARSON
320 N IMPALA DR.
OWNER
SETH MCEWAN
324 N IMPALA DR.
OWNER
MARGOT
STREFFENHAGEN
400 N IMPALA DR.
OWNER
VERNON
BONDURANT
404 N IMPALA DR.
OWNER
PLEASANT VALLEY
PROPERTIES LLC
408 N IMPALA DR.
OWNER
ANTHONY NEYLON
412 N IMPALA DR.
OWNER
MARY & PAUL
WEIXELMAN
416 N IMPALA DR.
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
CITY OF FORT COLLINS
OWNE
R
WEST
V
I
N
E
B
U
N
G
A
L
O
W
S
HOME
O
W
N
E
R
S
LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADS IMPALA DRIVEBRIARWOOD ROADOWNER
FAITH REALTY
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
N
E
W
M
E
R
C
E
R
D
I
T
C
H
NEW MERCER
D
ITCH
WD
SF
VTC
IP
IP
WD
WD SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
S
F
S
F
SF
SF
SF
S
F
S
F
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF SF SF SF SF
SFSFSF
SF
CWA
STREET BSTREET A
IP
IPIP
IP
IP
IP
WD
WD
WD
WD
WD
WD
IP
WD
IP
IP
RAIN
GARDEN D4
DETENTION
POND 2
DETENTION
POND 4
DETENTION
POND 5
RAIN
GARDEN D3
RAIN
GARDEN D3
RAIN
GARDEN C5
RAIN
GARDEN C6
DETENTION
POND 3
RAIN
GARDEN D4
RAIN
GARDEN B2
OP
OP
WD
WD WD
WD
WD
SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C5.01EROSION CONTROL PLAN28
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
MATCHLINE - SEE SHEET C5.00B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.C5.01C5.00
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
SFSILT FENCE 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 PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST
DATED AUGUST 7, 2019 BY NORTHERN ENGINEERING FOR ADDITIONAL
INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VERTICAL TRACKING CONTROL VTC
INLET PROTECTION IP
OPOUTLET PROTECTION
2.0 1.0
.5
2.0.5
2.0
1.0
1.0
.5
.5
.5
2.0
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUTSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU EEEEEEEEEEE
EEEEE
E
EEE
EE
EE
EEE
SBSBSB
SB
SBSB SB
SB
SB
SB
SB
SB
SBSB
SBEE EEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
EE
EEEEE
EEE EEE
EEEE
EEETSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
XOHU OHU OHU
OHU OHU
OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS SS SS
SSSSSSSSSSSSSS
SS
SS
SS
SSOHUOHUOHUOHU
GGXGFOFOFOOHU OHU OHU OHUXXX
TTTGGGFOFOFOCTVCTVCTVEEEWWWTE
W W
CTVCTVFO FO
G GFOFO FO
FOCTVFOFOCTVCTVCTVCTVCTVFOFOFOFOW W W W
EEEE E EEEEG G G G
X XE FOFOFOTTTTTTG G G
G G GWWW
FO
FOFOFOFOFOFOFOFOFOE E GGWFOGT T T TT
CTVTTOHUXOHUOHUOHUOHUOHUG
EEEFO FO
WEFOCTVCTVCTV
E E
GGG G G
G G GFOFOCTVCTVCTVCTVCTV
FO
FO FOEOHUOHUWGGECTVCTVCTVCTVCTV WWWWCTVCTVCTVCTVCTVFOFOFOFOFOGGGGGGGGWFOFOCTVEEEETTTTTOHUOHUOHUOHUCTVEGGGGGGGWGGGGWWGGFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWXXCTVCTVCTVCTVOHUOHUOHUGGGGXXXXXXXXXXXTTTTTTOHUOHUXXXOHUOHUOHUOHUOHUX
X
SS
SS
SS
SS
SS
ST STSTST ST SSSSSSST
ST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
X
XX XX XX X XXXX X X
XXX
STSTMH
V.P.VAULTELEC
V.P.
T
VAULTF.O.
ELEC
ELEC
ELEC
BRKRE
CABLECABLETT
CELEC
CABLE FES
CABLE
B M
T
TELE
D
CABLE
TELE
TELE
F.O.
F.O.
S
VAULTF.O.
S
W
F.O.
GAS
HY D
M
WCS
M
M
S
M
M
S
S
EELEC
C
MH
D
MMMMM
W
VAULTELEC T MCSH2OMM
S
CS
HY DVAULTELEC
W
D
CS
W
WCSF ES
W
M
M
T
W
V.P.V.P.V.P.V.P.V.P.
C
VAULTF.O.
T VAULTELEC M
HY DGAS
M
V.P.VAULTELECT
MC
CS
C
VAULTELEC
GAS
M
M
W
M CT
VAULTELEC
C
W
MMMMMMMM
VAULTELEC
H2O
W
CS
CABLE
ELEC
W
S
W
G
SHYDVAULTCABLE
CABLE
TRAFFICVAULT
VAULTELEC
VAULTELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULTCABLE
F.O.
CABLETELE
W
TELE
VAULTELEC
ELEC
VAULTELEC
VAULTELEC
CONTROLIRR
W F.O.
TELEMTELEMTELE
VAULTELEC
TELEM VAULT
TELE
VAULTCABLE
VAULTCABLE
VAULTF.O.
GAS
TELE
CONTROLIRRCONTROLIRR
CONTROLIRR
HY DM
VAULTELEC T SVAULTELEC
CONTROLIRR
CONTROLIRR CONTROLIRR
CONTROLIRR
TELE
TELE
CONTROLIRR CONTROLIRR
F.O.
VAULTELEC
VAULTF.O.TELE
VAULTCABLE
GAS
CONTROLIRR
CONTROLIRR
CONTROLIRR
WH2O
G
CSW
CSW CSW
CS
H2O
TGAS
F.O.
S
M
CS
HY DVAULTF.O.
VAULTELEC
VAULTCABLEVAULTCABLE
CABLE
MH
D
MH
D
M
TESTSTA
CT
T
VAULTELEC
V.P.
T M M
VAULTELEC
VAULTELEC
CONTROLIRRCONTROLIRR
VAULTELECT S
VAULTF.O.
VAULTF.O.
VAULTCABLE
S
MH
MHW
G
ELECELECELEC
ELEC
CS
CS
TT
TVAULTELEC
W M
S
F.O.
VAULTF.O.
ELEC
CONTROLIRR
V.P.
V.P.V.P.
V.P.
M
E
CS
MW
F.O.
D
D
VAULTELECVAULTCABLE
ELEC
VAULTELEC
D
MW
MW
ELEC
TFES
C
T
M
F E
SMW
VAULTELEC
T S
T SVAULTELEC
VAULTELEC
T SVAULTELEC
T SVAULTELEC
GAS
S
VAULTELEC
D
S
VAULTELECVAULTCABLEC
VAULTELEC
VAULTELEC
W
CVAULTCABLEVAULTELEC
S
S
S
S
F E
SS
S
TELE
T
TH
TH
X
XXXWWOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEOWNER
PATRICK ST.
CLAIR
2216 LAPORTE
AVENUE
OWNER
KURT VATTANO
OWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
OWNER
ANDREA GABEL
420 N IMPALA DR.
OWNER
CITY OF FORT COLLINS
OWNER
FAITH REALTY
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
GREEN ACRES
SUBDIVISION
GREEN ACRES
SUBDIVISION
BELLWETHER FARM
SUBDIVISION
PROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS A6
PROPOSED STORMTECH
SC-740 DETENTION
CHAMBERS B3
DETENTION
POND 3
DETENTION
POND 2
DETENTION
POND 1
DETENTION
POND 4
DETENTION
POND 5
RAIN GARDEN D5
RAIN
GARDEN D3
RAIN
GARDEN B2
RAIN
GARDEN D3
RAIN
GARDEN C5
RAIN
GARDEN C6
PROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS C2
RAIN
GARDEN D4
GRAVEL
BIORETENTION
N IMPALA DRIVEIRISH DRIVEWEBB AVENUEPENNSYLVANIA STREETLAPORTE AVENUE
LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE
S IMPALA DRIVEBRIARWOOD ROADACCESS DRIVEN
E
W
M
E
R
C
E
R
D
I
T
C
H
NEW MERCER
D
ITCH
NEW
M
E
R
C
E
R
D
I
T
C
H
NEW
M
E
R
C
E
R
DI
T
C
H
STREET A
STREET C
STREET B1.13 ac.
A-7
0.89 ac.
A-4
3.40 ac.
B-2
1.09 ac.
C-4
3.63 ac.
C-1
0.52 ac.
A-8
2.88 ac.
A-1
1.07 ac.
B-4
2.21 ac.
A-5
0.31 ac.
A-3
2.41 ac.
B-1
1.95 ac.
B-3
0.93 ac.
D-4
2.18 ac.
C-2
2.32 ac.
C-5
2.20 ac.
C-72.32 ac.
D-1
1.30 ac.
D-2
1.68 ac.
D-3
0.96 ac.
A-6
0.88 ac.
A-2
1.09 ac.
C-3
2.12 ac.
C-6
1.64 ac.
B-5
0.70 ac.
C-8
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C6.00DRAINAGE EXHIBIT29
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet0120120
120
240 360
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
EXISTING STORM SEWER
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE"Preliminary Drainage Report for Sanctuary West dated August 7, 2019"
FOR ADDITIONAL INFORMATION.
NOTES:
FLOW PATH
DRAINAGE BASIN BUBBLE
A
DESIGN POINT A
BASIN BOUNDARY
PROPOSED STORM SEWER
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
FLOODPLAIN NOTES:
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2.THIS PROJECT IS LOCATED WITHIN A FEMA 100-YEAR FLOODWAY AND FLOOD
FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE.
3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE
PER NAVD 88 DATUM.
4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES,
BIKE RACKS, ETC.) MUST BE ANCHORED.
5.THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY BUILDING IN THE
FLOODPLAIN SHALL BE FLOODPROOFED UP TO THE REGULATORY FLOOD
PROTECTION ELEVATION.
6.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION
ELEMENT IN THE FLOODPLAIN.
7.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
8.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE
FLOODWAY.
9.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST DATED
AUGUST 7, 2019 FOR ADDITIONAL INFORMATION.
POND SUMMARY TABLE
Pond ID
100-Yr.
Detention
Vol. (Ac-Ft)
Water Quality
Capture Volume
(Ac-Ft)
Total Req'd
Vol. (Ac-Ft)
Peak
Release
(cfs)
Pond 1 0.95 N/A 1.16 15.80
Pond 2 3.65 N/A 3.65 16.00
Pond 3 4.11 0.48 4.59 15.10
Pond 4 0.35 N/A 0.35 5.70
Pond 5 0.47 N/A 0.47 5.40
Design
Point Basin(s)Area, A
(acres)
2-yr
Tc
(min)
10-yr
Tc
(min)
100-yr
Tc
(min)
C2 C10 C100
Intensity,
i2
(in/hr)
Intensity,
i10
(in/hr)
Intensity,
i100
(in/hr)
Flow,
Q2
(cfs)
Flow,
Q10
(cfs)
Flow,
Q100
(cfs)
WQ Flow
(cfs)
A1 A1 2.88 10 10 10 0.25 0.25 0.31 2.21 3.78 7.72 1.59 2.72 6.95 0.80
A2 A2 0.88 7 7 7 0.87 0.87 1.00 2.60 4.44 9.06 1.99 3.41 7.97 1.00
A3 A3 0.31 6 6 6 0.87 0.87 1.00 2.67 4.56 9.63 0.72 1.23 2.99 0.36
A4 A4 0.89 9 9 8 0.87 0.87 1.00 2.35 4.02 8.38 1.83 3.12 7.46 0.91
A5 A5 2.21 12 12 11 0.87 0.87 1.00 2.09 3.57 7.42 4.03 6.88 16.40 2.02
A6 A6 0.96 11 11 10 0.87 0.87 1.00 2.13 3.63 7.72 1.79 3.04 7.41 0.89
A7 A7 1.13 11 11 11 0.87 0.87 1.00 2.13 3.63 7.57 2.10 3.58 8.55 1.05
A8 A8 0.53 12 12 12 0.87 0.87 1.00 2.05 3.50 7.29 0.94 1.60 3.83 0.47
B1 B1 2.41 10 10 10 0.25 0.25 0.31 2.21 3.78 7.72 1.33 2.28 5.81 0.67
B2 B2 3.08 12 12 12 0.87 0.87 1.00 2.05 3.50 7.16 5.51 9.41 22.05 2.76
B3 B3 1.95 7 7 7 0.87 0.87 1.00 2.52 4.31 9.06 4.29 7.34 17.66 2.15
B4 B4 1.07 10 10 10 0.87 0.87 1.00 2.21 3.78 7.72 2.06 3.52 8.26 1.03
B5 B5 1.64 12 12 12 0.87 0.87 1.00 2.09 3.57 7.29 2.99 5.10 11.96 1.50
C1 C1 3.63 10 10 10 0.25 0.25 0.31 2.21 3.78 7.72 2.01 3.43 8.76 1.00
C2 C2 2.18 14 14 14 0.87 0.87 1.00 1.95 3.34 6.82 3.71 6.36 14.86 1.86
C3 C3 1.09 12 12 12 0.87 0.87 1.00 2.05 3.50 7.16 1.94 3.32 7.80 0.97
C4 C4 1.09 5 5 5 0.87 0.87 1.00 2.85 4.87 9.95 2.71 4.63 10.85 1.36
C5 C5 2.32 6 6 5 0.87 0.87 1.00 2.76 4.72 9.95 5.59 9.55 23.08 2.80
C6 C6 2.12 6 6 5 0.87 0.87 1.00 2.76 4.72 9.95 5.12 8.74 21.12 2.56
C7 C7 2.20 11 11 11 0.87 0.87 1.00 2.17 3.71 7.57 4.17 7.12 16.65 2.08
C8 C8 0.70 6 6 6 0.87 0.87 1.00 2.67 4.56 9.63 1.63 2.78 6.74 0.81
D1 D1 2.32 8 8 8 0.61 0.61 0.77 2.40 4.10 8.38 3.42 5.84 14.92 1.71
D2 D2 1.30 11 11 11 0.87 0.87 1.00 2.17 3.71 7.57 2.46 4.21 9.84 1.23
D3 D3 1.68 12 12 12 0.87 0.87 1.00 2.09 3.57 7.29 3.07 5.23 12.25 1.53
D4 D4 0.93 9 9 9 0.87 0.87 1.00 2.30 3.93 8.21 1.87 3.19 7.63 0.93
2.0 1.0
.5
2.0.5
2.0
1.0
1.0
.5
.5
.5
2.0
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSUTSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
USD SDTSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
SD SD SD
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D DONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS
U
SDSDSDSDSDSDSDSDSD
SD SD SD
SD
SD
SD
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SDSDSDSDSDSDSDSDTSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DD
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
DDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
TSALPOLYND
D D
ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU
XOHU OHU OHU
OHU OHU
OHU OHU OHU
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSS SS SS
SSSSSSSSSSSSSS
SS
SS
SS
SSOHUOHUOHUOHU
GGXGFOFOFOOHU OHU OHU OHUXXX
TTTGGGFOFOFOCTVCTVCTVEEEWWWTE
W W
CTVCTVFO FO
G GFOFO FO
FOCTVFOFOCTVCTVCTVCTVCTVFOFOFOFOW W W W
EEEE E EEEEG G G G
X XE FOFOFOTTTTTTG G G
G G GWWW
FO
FOFOFOFOFOFOFOFOFOE E GGWFOGT T T TT
CTVTTOHUXOHUOHUOHUOHUOHUG
EEEFO FO
WEFOCTVCTVCTV
E E
GGG G G
G G GFOFOCTVCTVCTVCTVCTV
FO
FO FOEOHUOHUWGGECTVCTVCTVCTVCTV WWWWCTVCTVCTVCTVCTVFOFOFOFOFOGGGGGGGGWFOFOCTVEEEETTTTTOHUOHUOHUOHUCTVEGGGGGGGWGGGGWWGGFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVGGGGFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWXXCTVCTVCTVCTVOHUOHUOHUGGGGXXXXXXXXXXXTTTTTTOHUOHUXXXOHUOHUOHUOHUOHUX
X
SS
SS
SS
SS
SS
ST STSTST ST SSSSSSST
ST
ST
ST
OHU
OHU
OHU
OHU
OHU
OHU
X
XX XX XX X XXXX X X
XXX
STSTMH
V.P.VAULTELEC
V.P.
T
VAULTF.O.
ELEC
ELEC
ELEC
BRKRE
CABLECABLETT
CELEC
CABLE FES
CABLE
B M
T
TELE
D
CABLE
TELE
TELE
F.O.
F.O.
S
VAULTF.O.
S
W
F.O.
GAS
HY D
M
WCS
M
M
S
M
M
S
S
EELEC
C
MH
D
MMMMM
W
VAULTELEC T MCSH2OMM
S
CS
HY DVAULTELEC
W
D
CS
W
WCSF ES
W
M
M
T
W
V.P.V.P.V.P.V.P.V.P.
C
VAULTF.O.
T VAULTELEC M
HY DGAS
M
V.P.VAULTELECT
MC
CS
C
VAULTELEC
GAS
M
M
W
M CT
VAULTELEC
C
W
MMMMMMMM
VAULTELEC
H2O
W
CS
CABLE
ELEC
W
S
W
G
SHYDVAULTCABLE
CABLE
TRAFFICVAULT
VAULTELEC
VAULTELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULTCABLE
F.O.
CABLETELE
W
TELE
VAULTELEC
ELEC
VAULTELEC
VAULTELEC
CONTROLIRR
W F.O.
TELEMTELEMTELE
VAULTELEC
TELEM VAULT
TELE
VAULTCABLE
VAULTCABLE
VAULTF.O.
GAS
TELE
CONTROLIRRCONTROLIRR
CONTROLIRR
HY DM
VAULTELEC T SVAULTELEC
CONTROLIRR
CONTROLIRR CONTROLIRR
CONTROLIRR
TELE
TELE
CONTROLIRR CONTROLIRR
F.O.
VAULTELEC
VAULTF.O.TELE
VAULTCABLE
GAS
CONTROLIRR
CONTROLIRR
CONTROLIRR
WH2O
G
CSW
CSW CSW
CS
H2O
TGAS
F.O.
S
M
CS
HY DVAULTF.O.
VAULTELEC
VAULTCABLEVAULTCABLE
CABLE
MH
D
MH
D
M
TESTSTA
CT
T
VAULTELEC
V.P.
T M M
VAULTELEC
VAULTELEC
CONTROLIRRCONTROLIRR
VAULTELECT S
VAULTF.O.
VAULTF.O.
VAULTCABLE
S
MH
MHW
G
ELECELECELEC
ELEC
CS
CS
TT
TVAULTELEC
W M
S
F.O.
VAULTF.O.
ELEC
CONTROLIRR
V.P.
V.P.V.P.
V.P.
M
E
CS
MW
F.O.
D
D
VAULTELECVAULTCABLE
ELEC
VAULTELEC
D
MW
MW
ELEC
TFES
C
T
M
F E
SMW
VAULTELEC
T S
T SVAULTELEC
VAULTELEC
T SVAULTELEC
T SVAULTELEC
GAS
S
VAULTELEC
D
S
VAULTELECVAULTCABLEC
VAULTELEC
VAULTELEC
W
CVAULTCABLEVAULTELEC
S
S
S
S
F E
SS
S
TELE
T
TH
TH
X
XXXWWN IMPALA DRIVEIRISH DRIVEWEBB AVENUEOWNER
KIRK WILSON
W CHERRY STREET
OWNER
KIRK & DEBRA WILSON
320 N SUNSET STREET
OWNER
KIRK WILSON
310 N SUNSET STREET
OWNER
FRANK ERNSET
242 N SUNSET STREET
OWNER
KIRI SAFTLER
230 N SUNSET STREET
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
FORREST SCHRUPP
2318 LAPORTE AVE
OWNER
CALVARY BAPTIST TEMPLE
2420 LAPORTE AVENUE
OWNERRICHARD & DIXIELOYD2316 LAPORTEAVENUEOWNERSYDNE ARCHAMBAULT2314 LAPORTE AVENUEOWNERCURTIS LYONSLAPORTE AVENUEOWNERALEX OZOLS2224 LAPORTE AVENUEOWNERDANNY ROGERS2214 LAPORTE AVENUEOWNERROBERT JONES2218 LAPORTE AVENUEPENNSYLVANIA STREETOWNER
WILLIAM GREYBAR
413 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
LAPORTE AVENUE
LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE
S IMPALA DRIVEBRIARWOOD ROADOWNER
FAITH REALTY
OWNER
MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
7-ELEVEN
200 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE ACCESS DRIVENEW MERC
E
R
D
I
T
C
H
GREEN ACRES
SUBDIVISION
GREEN ACRES
SUBDIVISION
BELLWETHER FARM
SUBDIVISION
1409LAPORTE AVENUE N TAFT HILL ROADSTREET A
STREET C
STREET B100-YR
FLOODPLAIN
BOUNDARY 9710990110207105071080010852109701103911301115651252712274120191181411785116241165031593482356637113848392840744281100-YR
FLOODPLAIN
BOUNDARY
100-YR
FLOODPLAIN
BOUNDARY
100-YR
FLOODPLAIN
BOUNDARY
B M
KEYMAP
LAPORTE AVE.TAFT HILL RD.SheetSANCTUARY ON THE GREENSThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 30
NORTH
C6.01FLOODPLAIN EXHIBIT30
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
Feet0120120
120
240 360
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPERTY BOUNDARY
CROSS-SECTION
NOTES:
BENCHMARKS:
BASE FLOOD ELEVATION
5000ELEVATION NGVD 88
100-YR FLOODPLAIN
100-YR FLOODWAY
1036
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2.THIS PROJECT IS LOCATED WITHIN A CITY OF FORT COLLINS 100-YEAR FLOODWAY AND
FLOOD FRINGE AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE. CRITICAL
FACILITIES ARE PROHIBITED IN THE 100-YEAR FLOODPLAIN PER 10-103 (9).
3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER
NAVD 88 DATUM.
4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE
RACKS, ETC.) MUST BE ANCHORED.
5.THE LOWEST FLOOR AND THE FINISHED FLOOR FOR ANY NON-RESIDENTIAL BUILDING IN
THE FLOODPLAIN SHALL BE FLOODPROOFED UP TO THE REGULATORY FLOOD PROTECTION
ELEVATION.
6.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL SYSTEMS MUST
BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION.
7.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT
IN THE FLOODPLAIN.
8.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING).
9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL
ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.
10.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST DATED AUGUST 7,
2019 FOR ADDITIONAL INFORMATION.
11.A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A
CERTIFICATE OF OCCUPANCY WILL BE ISSUED.
PROJECT DATUM: NAVD 88
BENCHMARK #1:
City of Fort Collins Benchmark 33-97:
In front o f2540 West Laporte Ave., Approx. 70ft east of centerline of driveway, 3.5ft south of a fence,
3.0ft southeast of a power pole, on a concrete slab.
Elevation: 5088.19 (NAVD 88 Datum)
BENCHMARK #2:
City of Fort Collins Benchmark 10-07:
Southeast corner of Taft Hill Rd. and Laporte Ave. on the northeast wingwall of the bridge over an
irrigation ditch.
Elevation: 5062.84 (NAVD 88 Datum)
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS
DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR
ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'
Basis of Bearings:
The basis of bearings is the East line of the Southeast Quarter of the Northeast Quarter of said Section 9 as
bearing North 00° 54' 31" East.
Northern Engineering Services, Inc
NE Project No. 1536-001
Date: September, 2018
ORIGINAL FIELD SURVEY BY: