HomeMy WebLinkAboutSANCTUARY ON THE GREEN - PDP210018 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSN 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
20
Concrete Pavements
TRAVEL
LANE
5'1'4'
WALK
25' EOC-EOC
30' TRACT
Landscape ShoulderLandscape Shoulder
8'
Esmt.
Util.
8'
Esmt.
Util.
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
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.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessley, 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
Ripley Design Inc.
Linda Ripley
401 West Mountain Avenue
Fort Collins, Colorado 80521
(970) 224-5828
JANUARY 2022
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
FLOODPLAIN EXHIBIT (BY OTHERS)
30 C6.01 FLOODPLAIN EXHIBIT
CONNECTOR LOCAL w/ PARKING
STREET C & STREET B
RESIDENTIAL LOCAL
STREET A
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:
NOTE: OTHER DRIVES PER PLAN
INTERIM 2-LANE ARTERIAL STREET
LAPORTE AVE
PRIVATE ALLEY w/ DRAINAGE TO CENTER
Tracts U,X, T, & Q
PRIVATE ALLEY w/ DRAINAGE TO CENTER
Tracts A, E, H, K
20' WIDE PRIVATE ALLEY
Tracts P, S, & X
EASEMENTS VARY PER PLAN
EASEMENTS VARY PER PLAN
EASEMENTS VARY PER PLAN
PRIVATE ALLEY w/ DRAINAGE TO CENTER
Tracts S, M, X
EASEMENTS VARY PER PLAN
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
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-----------------------------Al Ermer (970) 225-7869
ELECTRIC--------------City of Fort Collins Light & Power--Luke Unruh (970) 416-2724
CABLE-------------------Comcast----------------------------------Don Kapperman (970) 567-0245
TELECOM.-------------Qwest Local Network------------------Bill Johnson (970) 377-6401
WATER------------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
WASTEWATER-------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
STORMWATER-------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
W/WW INSPECTOR--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179
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
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County
Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any
applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of
these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in
these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of
said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve
the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless
and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors
and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current
at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer
shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or
grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the
respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer
to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility
crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify
the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a
timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption
of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification
shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be
required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water
Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage
facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least
two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins
failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Preliminary Drainage Report for Sanctuary West dated January 19th, 2022 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 January 19th, 2022 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.
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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
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
ACCESS DRIVEEXISTING CONCRETE
HEADWALL TO
REMAIN
EXISTING ABANDONED 27"
WATERLINE TO BE
REMOVED
EXISTING TREE TO BE
REMOVED (TYP.)
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
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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
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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
( 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'
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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
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I
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B
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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 BE REMOVED
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
(TIE TO REALIGNED
SEWER)
EXISTING 12" PVC
SANITARY SEWER TO
REMAIN
EXISTING RAMP AND
RECTANGULAR RAPID
FLASH BEACON (RRFB)
TO BE RELOCATED
EXISTING RAMP AND
RECTANGULAR RAPID
FLASH BEACON (RRFB)
TO REMAINLARIMER COUNTY CANAL NO. 2SheetSANCTUARY 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
( 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
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LAPORTE AVE.TAFT HILL RD.C1.02
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XWWWWWWWWWOWNER
LORIN YOUNG
316 N IMPALA DR.
OWNER
DANNY
ROGERS
2214 LAPORTE
AVENUE
OWNER
ROBERT JONES
2218 LAPORTE
AVENUE
OWNER
JOSEPH
LASALA
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
TO BE VACATED
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 (LID
ELEVATION TO BE ADJUSTED PER
GRADING)
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
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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
( 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'
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TSALPOLYNDDDONOTPOLLTEUCTILEIRONRAINSTOWATERWAYSU N 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
JOSEPH
LASALA
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 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
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R
D
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C
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GREEN ACRES
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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
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PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
PROPOSED FH
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PROPOSED STORM
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PROPOSED FH
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STORM LINE 6
STORM LINE 5
PROPOSED STORM
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B3
PROPOSED 8" SANITARY
PROPOSED 8" WATER
PROPOSED FH
PROPOSED FH
PROPOSED CONCRETE WEIR
WITH NOTCH AND WATER
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PROPOSED FH
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PROPOSED 12" SANITARY
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STORM LINE 12
PROPOSED CONCRETE
APRON
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" WATER
NATURAL
HABITAT
BUFFER
NATURAL
HABITAT
BUFFER
STORM LINE 14
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
( 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.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.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
11.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.
12.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
G
GGWWSSSW
W
SSGGGGGGGGGGGGG
G
GGGGGWGGGGS
W
SSDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD SD SD SD SD SD SD
SD
SD
SSD
SD
SD
GGGGG
G GEEE
EEEEEEEE E
E E
E
E
E
E
E EE
EE
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ND
D D
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POLLTE
UCT ILEIRON RA
INSTOWA
TERWAYS
U
SD
SD
TSALPOLYN
D
D D
ONOT
POLLTE
UCTILEI RONRA
IN STOWATERWAYS
U
TSALPOLYN
D
D
D
ONOTPO
LLTE
UCTI LEIRON
RAINST
OWATERWAYS
U
WWWWWWWWWSSSSSSSSSSSSWWWWWW
W
W
W
W
S
S
S
S
S
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS EEE
EESSSS SS SS SS 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
F E
SCABLE
CABLE
TELE
S
IRISH 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=5048.80 (SW)
INV. OUT=5048.60 (NE)
FG=5064.53
SSMH A10
INV. IN=5049.13 (NW)
INV. IN=5051.91 (SE)
INV. OUT=5048.93 (NE)
FG=5063.81
175
.
0
6
L
F
@
0
.
4
0
%
30.31 LF
@ 0.40%
17'
8' U.E.
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' MULTI-USE TRAIL6' SIDEWALKEASEMENT
EXCLUSION
(TYP.)
PROPOSED
SUBDRAIN
PROPOSED
SUBDRAIN
PEDESTRIAN
BRIDGE
TRASH ENCLOSURE (TYP.)
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
PROPOSED
5' GRAVEL
BIORETENTION
PROPOSED WATER
CASING
PROPOSED FIRE
HYDRANT
EASEMENT
EXCLUSION
(TYP.)
NATURAL HABITAT
BUFFER ZONE
29'
DETENTION
POND 2
RAIN
GARDEN B2
DETENTION
POND 3
PROPOSED
RETAINING
WALL
24'
5' SIDEWALK
6' SIDEWALK 5' SIDEWALKNEW MERCER
DITCH EASEMENT
(WIDTH VARIES)
LOT 14
LOT 12 LOT 13
LOT 15
LOT 5
LOT 32
LOT 35
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 34
LOT 33
LOT 30
LOT 31
LOT 1
LOT 4
LOT 3
LOT 2
LOT 39
LOT 38
LOT 37
LOT 36
LOT 4
LOT 1
BLOCK 3
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 6
TRACT Y
UD&AE
TRACT Q
UDA&EAE
92.77 LF @ 0.40%
SSMH A12
INV. IN=5050.64 (S)
INV. OUT=5050.44 (NE)
FG=5064.30 104.14 LF @ 0.40%116
.
8
8
L
F
@
0
.
4
0
%
SSMH A11
INV. IN=5052.71 (NW)
INV. IN=5050.03 (SW)
INV. OUT=5049.83 (SE)
FG=5063.30
SSMH A11-1
INV. IN=5053.38 (N)
INV. OUT=5053.18 (SE)
FG=5062.84
118.49 LF @ 0.40%
SSMH A11-2
INV. OUT=5053.85 (S)
FG=5063.10
N IMPALA DRIVEB 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
( 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.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.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
11.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.
12.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
SSS
SS
SS
SSWWWW
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G
G
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SSS WWWWWWW
W
WW
WW
W
S
S
S S
S S
WW
W
W
W
W
W
SSS
S
S
S
W
W
GGGGGG
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G
G
G
G
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GGGGGGGGGGG
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGS S S
WWWWW
W
W
WWW
W
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S
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W
W
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W
W
W
WWWSDS WSW
SW
W
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D D
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U
SD
SD
SD
SD
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SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SDSDSD
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TE UCTILE IRONR AINSTOWATERWAYS
U SSSSSSSSSSSSSSSFS S S S SS
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SS SS
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FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOWWWWWWWWWWWWWWWWWWWWWWWWWGXXXXXXXCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUGGGGGGGGGGGGCTVFO
CTVTTTTTTTTTTTTTTTTTTTOHUOHUOHUOHUOHUOHUOHUOHUXXXOHUOHUSS
SSSTSTST
ST
ST ST
XXXXXXXXXXXVAULT
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
TH
TH
VAULT
ELEC
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=5047.88 (SW)
INV. OUT=5047.68 (NE)
FG=5064.54
SSMH A4-6
INV. OUT=5051.66 (NE)
FG=5065.02
SSMH A7
INV. IN=5047.16 (SW)
INV. OUT=5046.96 (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=5049.68 (W)
INV. OUT=5049.48 (N)
FG=5059.05
SSMH A5-2
INV. IN=5050.44 (W)
INV. OUT=5050.24 (E)
FG=5059.82
SSMH A6
INV. IN=5046.41 (W)
INV. OUT=5046.21 (E)
FG=5057.28
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=5045.80 (W)
INV. OUT=5045.60 (E)
FG=5056.65
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 A2
INV. IN=5043.47 (N)
INV. OUT=5043.27 (S)
FG=5057.50
SSMH A4
INV. IN=5045.20 (W)
INV. IN=5048.37 (N)
INV. OUT=5045.00 (S)
FG=5056.03
SSMH A4-1A
INV. OUT=5049.72 (W)
FG=5058.15
SSMH A4-1
INV. IN=5048.98 (W)
INV. IN=5048.98 (E)
INV. OUT=5048.78 (S)
FG=5057.66
139.19 LF
@
0
.
4
0
%
129.
4
1
L
F
@
0.
4
0
%180.42 LF @ 0.40
%
99.40 LF @ 0.40%103.00 LF @ 0.40%140.14 LF @ 0.40%103.53 LF @ 0.40%231.63 LF @ 0.41%
111.18 LF @
0
.
4
0
%
58.03 LF @ 0.40%
114.
5
6
L
F
@
0.
4
0
%53.63 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
25' EOC-EOC
30'
8' A.E. (TYP.)
PROPOSED
42' HALF ROW
EXISTING 40'
HALF ROW
PROPOSED 4'X16'
BOX CULVERT
CONNECT TO
EXISTING 12"
WATERLINE
STORM LINE 13
8' MULTI-USE TRAIL
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=5057.70167.09 LF @ 0.42%113.58 LF @ 0.43% (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=5058.67
77.14 LF @ 0.36% (PRIVATE)
SSCO A3-1A
INV. OUT=5048.59 (N)
FG=5058.28
SSMH A3
INV. IN=5044.30 (N)
INV. IN=5047.67 (E)
INV. OUT=5044.11 (S)
FG=5058.80
166.40 LF @ 0.38%PROPOSED
FIRE HYDRANT
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' A.E. (TYP.)3' SIDEWALK4' A.E.4' A.E.
5' A.E.
5' U.E.
STORM LINE 11
10' A.E.
5' U.E.
5' U.E.
9' U.E.
9' U.E.
11'
15'
30'
PROPOSED
WATER CASING
185.18 LF @ 0.40%
SSMH B3
INV. IN=5047.96 (W)
INV. OUT=5047.76 (E)
FG=5056.72
SSMH B5
INV. IN=5050.58 (W)
INV. OUT=5050.38 (E)
FG=5057.91
SSMH B4
INV. IN=5050.04 (W)
INV. IN=5050.04 (N)
INV. OUT=5049.85 (E)
FG=5057.41 SSMH B1
INV. IN=5043.54 (N)
INV. IN=5043.95 (W)
INV. OUT=5043.34 (E)
FG=5055.63
SSMH B2
INV. IN=5044.59 (W)
INV. OUT=5044.39 (S)
FG=5052.72
48.99
L
F
@
0
.
6
8
%
262.01
L
F
@
0
.
7
2
%
440.07 LF @ 0.72%119.04 LF @ 0.72%8' SIDEWALKNATURAL HABITAT
BUFFER ZONE
20'
5' SIDEWALK
DETENTION
POND 3
RAIN
GARDEN D3
RAIN
GARDEN C6
PROPOSED MANHOLE
TIE TO EXISTING 12"
SANITARY SEWER
TIE TO EXISTING 12"
SANITARY SEWER
SSCO A5-3
INV. OUT=5051.31 (E)
FG=5060.52
86.77 LF @ 1.00% (PRIVATE)
6' U.E.8' U.E.
8' U.E.
5' U.E.
EXISTING PEDESTRIAN
CROSSING AND RECTANGULAR
RAPID FLASH BEACON
PROPOSED
RECTANGULAR RAPID
FLASH BEACON
PROPOSED
RETAINING
WALL
NATURAL HABITAT
BUFFER ZONE
NEW MERCER
DITCH EASEMENT
(WIDTH VARIES)
15'
PEDESTRIAN
RAMP
TIE TO EXISTING
TRAIL
PRIVATE
COMBO WATER
SERVICE LINE
LOT 22LOT 23
LOT 24
LOT 16
LOT 21
LOT 7
LOT 3
LOT 12
LOT 7
LOT 5 LOT 6
LOT 9LOT 8LOT 4
LOT 2
LOT 3
LOT 1
LOT 18
LOT 17
LOT 14
LOT 15
LOT 13LOT 10 LOT 11
LOT 23
LOT 22
LOT 19
LOT 20
LOT 12
LOT 18
LOT 10
LOT 11
LOT 14
LOT 13
LOT 15
LOT 17
LOT 9
LOT 8
LOT 5
LOT 6
LOT 1
LOT 2
LOT 4
LOT 14
LOT 16
LOT 12 LOT 13
LOT 15
LOT 25
LOT 16
LOT 33
LOT 41
LOT 13
LOT 30 LOT 27LOT 28LOT 31 LOT 29
LOT 36 LOT 35 LOT 34 LOT 32
LOT 37
LOT 38LOT 39
LOT 40
LOT 43
LOT 45
LOT 42
LOT 46
LOT 44
LOT 24LOT 20
LOT 26LOT 25LOT 22 LOT 23
LOT 21
LOT 18LOT 17 LOT 19LOT 16LOT 15
LOT 5
LOT 10
LOT 11
LOT 12
LOT 14
LOT 9
LOT 8
LOT 6
LOT 7
LOT 4
LOT 1
BLOCK 3
BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 4BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 3
BLOCK 6
BLOCK 6BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
TRACT V
UDA&EAE
TRACT X
D&AE
TRACT W
D&AE
TRACT S
UDA&EAE TRACT T
UDA&EAE
TRACT R
UDA&EAE
TRACT O
D&AE
NATURAL HABITAT
BUFFER ZONE
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
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.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.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
11.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.
12.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
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X X X
XXXXXXOWNER
ROLAND & CAROL
TREMBLE
317 IRISH DR.
OWNER
CARLA COOLEY
316 WEBB AVE.
OWNER
ERIC & MARY
TACORONTE
317 WEBB AVE.WEBB 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 A28
INV. OUT=5072.39 (E)
FG=5083.06
SSMH A27
INV. IN=5070.76 (W)
INV. OUT=5070.56 (SE)
FG=5082.24
SSMH A26
INV. IN=5070.16 (NW)
INV. OUT=5069.96 (NE)
FG=5081.82
SSMH A23-3
INV. OUT=5066.25 (E)
FG=5081.33
SSMH A24-3
INV. OUT=5065.04 (E)
FG=5080.75
SSMH A25
INV. IN=5068.55 (SW)
INV. OUT=5068.35 (NE)
FG=5079.98
SSMH A24
INV. IN=5067.70 (SW)
INV. IN=5063.42 (NW)
INV. OUT=5067.50 (E)
FG=5079.11
SSMH A24-1
INV. IN=5063.77 (NW)
INV. OUT=5063.67 (SE)
FG=5079.00
SSMH A24-2
INV. IN=5064.06 (W)
INV. OUT=5063.96 (SE)
FG=5079.03
SSMH A23
INV. IN=5066.62 (W)
INV. IN=5063.97 (S)
INV. OUT=5066.42 (E)
FG=5077.95
SSMH A23-2
INV. IN=5065.54 (W)
INV. OUT=5065.44 (NE)
FG=5077.61
SSMH A23-1
INV. IN=5065.27 (SW)
INV. OUT=5065.17 (N)
FG=5077.28
87.51 L
F
@
1
.
0
0
%65.90 LF @ 1.00
%140.24 LF @ 1.00%40.83 LF @ 1.00%
162.56 LF @ 1.00%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%
STORM LINE 2
STORM LINE 1
STORM LINE 3
CONNECT TO
EXISTING 27"
WATERLINE
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
5' SIDEWALK
5' SIDEWALK
5' SIDEWALKSTORM LINE 3
STORM LINE 1 5' 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 1E
30' FL-FL 51' ROW
9' U.E.
9' U.E.
234.70 LF @ 1.00%
SSMH A22
INV. IN=5064.07 (W)
INV. OUT=5063.87 (E)
FG=5077.35
286.46 LF @ 1.00%
STORM LINE 1D
PROPOSED
WATER
CASING
PROPOSED
RETAINING
WALL
PROPOSED
WATER CASING
DETENTION
POND 1
PROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS A5
FUTURE 5' SIDEWALK (BY OTHERS)END PROPOSED SIDEWALK
LOT 23
LOT 26
LOT 25
LOT 10
LOT 12
LOT 21
LOT 20
LOT 18
LOT 15
LOT 13
LOT 14
LOT 16
LOT 6
LOT 9
LOT 8
LOT 5LOT 4LOT 1 LOT 2
LOT 24
LOT 11
LOT 19
LOT 12
LOT 3
LOT 7
LOT 5 LOT 2LOT 4
LOT 1
LOT 6
LOT 11LOT 10LOT 9LOT 8LOT 7
LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18
LOT 19
LOT 3
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2 TRACT D
DAETRACT C
DE
TRACT B
DE
TRACT A
UDA&EAE
TRACT E
UDA&EAE
TRACT F
D&AE
LOT 92
TRACT H
D&AE
TRACT J
D&AEIRISH DRIVESheetSANCTUARY 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
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.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.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
11.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.
12.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
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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.
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
JOSEPH
LASALA
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 A21
INV. IN=5061.01 (W)
INV. IN=5061.68 (S)
INV. OUT=5060.81 (E)
FG=5077.11
SSMH A21-1
INV. OUT=5062.26 (N)
FG=5075.13
SSMH A20
INV. IN=5058.63 (W)
INV. IN=5060.71 (S)
INV. OUT=5058.43 (E)
FG=5073.44
SSMH A20-1
INV. OUT=5061.32 (N)
FG=5071.71
SSMH A15-1
INV. IN=5055.60 (E)
INV. OUT=5055.50 (W)
FG=5065.04
217.93 LF @ 1.00%
152.92 LF @ 0.40%
145.41 LF @ 0.40%
2 - (4X12) PROPOSED
BOX CULVERT w/
CONCRETE CAP AND
RESTRICTOR PLATE
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
51' ROW5' SIDEWALK5' SIDEWALK
STORM LINE 4 8' MULTI-USE TRAIL4.5' SIDEWALK8" P
R
I
V
A
T
E
T
R
A
I
L
26' EOC-EOC
16'
8' U.E.
PROPOSED
SUBDRAIN
EXISTING BOX
CULVERT
PROPOSED
FIRE HYDRANT
ST
R
E
E
T
A
LAPORTE AVENUE
SSMH A19
INV. IN=5058.18 (W)
INV. OUT=5057.98 (E)
FG=5072.53
30' FL-FL
25.16 LF
@ 1.00%
81.72
L
F
@
1
.
0
0
%
SSMH A17
INV. IN=5053.70 (NW)
INV. OUT=5053.50 (E)
FG=5065.59
97.73 LF @ 0.40%
WETLAND FUTURE BRIARWOODROADPROPOSED
TEMPORARY
8' ASPHALT
WALK
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
20' EMERGENCY
ACCESS
EASEMENT
STREET C5' SIDEWALK
PROPOSED CONCRETE
WEIR WITH NOTCH AND
WATER QUALITY PLATE
STORM LINE 9
8' U.E.
10' U.E.
13' 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 532
SSMH A18
INV. IN=5057.16 (W)
INV. OUT=5056.96 (SE)
FG=5069.55
PROPOSED CONCRETE
APRON
PROPOSED
STORMTECH SC 740
DETENTION CHAMBERS
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
FUTURE 5' SIDEWALK (BY OTHERS)20' EMERGENCY ACCESS
EASEMENT PER SEPARATE
DOCUMENT REC. NO. _______
22
4
.
4
0
L
F
@
1
.
4
5
%
SEE SHEET C4.07 FOR
LAPORTE IMPROVEMENTS
LOT 23
LOT 26
LOT 25
LOT 27
LOT 30
LOT 29
LOT 31
LOT 34
LOT 32
LOT 35
LOT 38
LOT 36
LOT 10
LOT 24
LOT 33LOT 28
LOT 14
LOT 3
LOT 12 LOT 13
LOT 15
LOT 8
LOT 11 LOT 9LOT 4LOT 1 LOT 2
LOT 18
LOT 27
LOT 22
LOT 13
LOT 11
LOT 12
LOT 15
LOT 14
LOT 16
LOT 17
LOT 20
LOT 19
LOT 25
LOT 26
LOT 29
LOT 21
LOT 24
LOT 23
LOT 28
LOT 37
BLOCK 2 BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 2
BLOCK 3
BLOCK 3BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 2
TRACT J
D&AE
TRACT K
UDA&EAE
TRACT L
D&AE
TRACT M
UDA&EAE
TRACT N
D&AE
TRACT P
UDA&EAE
TRACT I
UD&AE
60.73 LF @ 0.40%
SSMH A16
INV. IN=5053.26 (W)
INV. OUT=5053.06 (N)
FG=5065.41 170.37 LF @ 0.40%157.94 LF @ 0.40%97.58 LF @ 0.40%SSMH A15
INV. IN=5052.38 (S)
INV. IN=5054.87 (E)
INV. OUT=5052.18 (N)
FG=5065.69
SSMH A14
INV. IN=5051.78 (S)
INV. OUT=5051.59 (N)
FG=5066.12 92.77 LF @ 0.40%SSMH A13
INV. IN=5051.21 (S)
INV. OUT=5051.01 (N)
FG=5065.24
NATURAL HABITAT
BUFFER ZONEIRISH DRIVESheetSANCTUARY 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
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.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.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
11.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.
12.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
RMATCHLINE-SEE SHEET C2.03MATCHLINE-SEE SHEET C2.01
GGTSALPOLYN
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OHU
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OHU
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S
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WCS
M
M
S
M
M
S
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M
M
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W
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W
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ELEC
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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 A1
INV. IN=5042.72 (N)
INV. OUT=5042.52 (SE)
FG=5056.60
EX. SSMH A
INV. IN=5042.37 (NW)
FG=5053.03
38.42 LF @ 0.40%137.39 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
8" P
R
I
V
A
T
E
T
R
A
I
L
EXISTING 15"
SANITARY SEWER75' ELECTR
ICTRANSMISS
ION
L
INEEASEMENT BOOK
914PAGE 532
20' SANITARY SEWER
EASEMENT BOOK
1348 PAGE 553
8' PRIVATE TR
A
I
L
SSMH A15-2
INV. IN=5056.09 (E)
INV. OUT=5055.99 (W)
FG=5064.35
99.33 LF @ 0.40%
SSMH A15-3
INV. OUT=5056.49 (W)
FG=5063.35
12' G
R
A
V
E
L
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' SIDEWALK
20' EOC-EOC
10' U.E.
13' U.E.
5' ACC.
5' U.E.
EXISTING FIRE
HYDRANT
EXISTING 15"
STORM
PROPOSED
RETAINING
WALL
PRIVATE
COMBO WATER
SERVICE LINE
15' MAINTENANCE
ACCESS EASEMENT
DETENTION
POND 4
RAIN
GARDEN D3
RAIN
GARDEN D3
RAIN
GARDEN C5
RAIN
GARDEN C6
RAIN
GARDEN D4
PROPOSED
CONCRETE WEIR
NATURAL HABITAT
BUFFER ZONE
NEW MERCER
DITCH EASEMENT
(WIDTH VARIES)STORM LINE 14
EXISTING MANHOLE RIMS
TO REMAIN ABOVE 100-YR
WSEL (MIN ELEV: 5055.2)
LOT 7
LOT 10
LOT 17
LOT 14
LOT 3
LOT 21
LOT 20
LOT 19
LOT 18
LOT 16
LOT 12 LOT 13
LOT 15
LOT 6LOT 8LOT 9LOT 5LOT 4LOT 1 LOT 2
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
TRACT P
UDA&EAE
TRACT U
D&AE
TRACT R
UDA&EAE
TRACT O
D&AE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
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
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.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.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO
PERFORMING ANY WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL,
LANDSCAPING).
10.A FLOODPLAIN USE PERMIT IS REQUIRED PRIOR TO PERFORMING ANY WORK
WITHIN THE 100-YEAR FLOODPLAIN.
11.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.
12.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
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ELEC
N 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
JOSEPH
LASALA
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
BRIARWOOD 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
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
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 STREET CLARIMER COUNTYCANAL NO. 2STORM LINE 14
BLOCK 2
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 4
BLOCK 5
BLOCK 7
BLOCK 7
BLOCK 6
BLOCK 6
BLOCK 2
TRACT U
D&AE
TRACT Y
UD&AE
TRACT S
UDA&EAE
TRACT T
UDA&EAE
TRACT B
DE
TRACT A
UDA&EAE
TRACT E
UDA&EAE
TRACT D
DAETRACT C
DE
TRACT K
UDA&EAE
TRACT J
D&AE
TRACT L
D&AE TRACT M
UDA&EAE
TRACT N
D&AE
TRACT P
UDA&EAE
TRACT I
UD&AE
TRACT Q
UDA&EAE
TRACT V
UDA&EAE
TRACT X
D&AE
TRACT W
D&AE
TRACT H
D&AE
TRACT F
D&AE
TRACT G
D&AE
BLOCK 2
TRACT R
UDA&EAE
BLOCK 7
BLOCK 7
BLOCK 3 TRACT O
D&AE
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
C3.00OVERALL GRADING PLAN12
( 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.
11.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION, NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO REGULATORY FLOOD PROTECTION ELEVATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
100-YR FLOODWAY
100-YR FLOODPLAIN
SDSDSDSDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SDSDTSALPOLY
ND
D D
ONOT
POLLTE
UCT ILEIRON RA
INSTOWA
TERWAYS
U
SD
SD
TSALPOLYN
D
D D
ONOT
POLLTE
UCTILEI RONRA
IN STOWATERWAYS
U
TSALPOLYN
D
D
D
ONOTPO
LLTE
UCTI LEIRON
RAINST
OWATERWAYS
U
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SS SS SS SS SS SS SS SS SS
XXXXXXXXXXXXXXXXXXST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
XXX X X X X X X X X
CABLE
F E
SCABLE
CABLE
TELE
OWNERIRISH 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
EXISTING WETLANDS
DETENTION
POND 3
6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK
OUTLET 10B
INV. OUT=5054.03 (E)
FG=5059.493
FES 10A
INV. IN=5053.12 (W)
FG=5056.639
181.03 LF
R
C
P
@
0
.
5
0
%
STMH 7B
INV. IN=5056.84 (SE)
INV. OUT=5056.84 (W)
FG=5062.116FES 7A
INV. IN=5054.71 (E)
FG=5055.871
155.73 LF HDPE @ 1.37%
SUBDRAIN CLEANOUT A11
INV. IN=5052.98 (S)
INV. OUT=5052.98 (E)
FG=5055.686
SUBDRAIN CLEANOUT A10
INV. IN=5052.07 (W)
INV. OUT=5052.07 (E)
FG=5054.816
SUBDRAIN CLEANOUT A9
INV. IN=5051.00 (W)
INV. OUT=5051.00 (E)
FG=5053.746
SUBDRAIN CLEANOUT A8
INV. IN=5050.75 (W)
INV. OUT=5050.75 (E)
FG=5053.498
51.07 LF PERF. PVC @ 0.50%
214.13 LF PERF. PVC @ 0.50%
180.53 LF
P
E
R
F
.
P
V
C
@
0
.
5
0
%350.59 LF PERF. PVC @ 0.50%PEDESTRIAN
BRIDGE
FES 8A
INV. IN=5060.47 (SW)
FG=5060.47
86.83 LF HDPE @ 0.10%INLET 8C
INV. OUT=5060.56 (NE)
FG=5062.656
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
30.92 LF HDPE @ 0.43%
INLET 7C
INV. IN=5057.33 (SE)
INV. OUT=5056.97 (NW)
FG=5061.427
5' GRAVEL
BIORETENTION
SIDEWALK
CHASE
(TYP.)
DETENTION
POND 2
RAIN
GARDEN B2
47'
15.8%20.2%
5:1
4:1
4:14:1
5:14:1
PROPOSED
RETAINING
WALL
PROPOSED
GRASS
SWALE
2' CONCRETE
PAN
2' CONCRETE
PAN
2.2%2.2%2.1%2.2%2.1%2.1%2.
3%
2.2%4:10.8
%
9.1
%4:14
:
15:118.4%5' SIDEWALK 5' SIDEWALK4:14:14:14:12.0%5:15:12.3%
2.2%
2' CONCRETE
PAN
SIDEWALK
CHASE
7.3%
NATURAL
HABITAT BUFFER
ZONE
NEW MERCER
DITCH EASEMENT
(WIDTH VARIES)
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODPLAIN
FFE=66.42
FFE=65.06
FFE=64.20
FFE=65.30
FFE=65.69
PROPOSED 100-YR
FLOODPLAIN
8' U.E.
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 3
BLOCK 6
LOT 5
LOT 32
LOT 35
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 34
LOT 33
LOT 30
LOT 31
LOT 1
LOT 4
LOT 3
LOT 2
LOT 39
LOT 38
LOT 37
LOT 36
LOT 14
LOT 12 LOT 13
LOT 15
LOT 4
LOT 1
TRACT Q
UDA&EAE
TRACT Y
UD&AE
LOT 3
LOT 28' MULTI-USE TRAILN IMPALA DRIVEB 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
( 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.
11.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION, NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO REGULATORY FLOOD PROTECTION ELEVATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
100-YR FLOODWAY
100-YR FLOODPLAIN
SDSD SD SD SD SD SD SD SD SD
SDTS
ALPOL
YND
D D
ONO
TPOLLT
E UCTILEI RONRA
INS TOWATERWAYS
U
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SDSDSD
SDTSALPOLYND
D D
ON
OTPOLL
TE UCTILE IRONR AINSTOWATERWAYS
U
SDSDSS SS
SS
SSSSSSSSSSSSSSSSSSSS XXXXXXXXXXSS
SSSTSTST
ST
ST ST
XXXXXXXXXXXELEC
ELEC
ELEC
BRKRE
CABLE CABLETT
CELEC
T
D
TELE
M
M
T
TH
TH
VAULT
ELEC
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
25' EOC-EOC
30''
8'' ACC. (TYP.)
PROPOSED
42'' HALF
ROW
EXISTING
40'' HALF
ROW
PROPOSED 4X16
BOX CULVERT6' SIDEWALK 8' SIDEWALK6' SIDEWALK
3' SIDEWALK3' SIDEWALK6' SIDEWALK9' U.E.
PEDESTRIAN CROSSWALK
PEDESTRIAN
CROSSWALK6' SIDEWALK
17' ACC.
5'
S
I
D
E
W
A
L
K
STMH 11D
INV. IN=5050.70 (SE)
INV. OUT=5050.70 (N)
FG=5058.003
STMH 11C
INV. IN=5050.12 (E)
INV. IN=5050.12 (S)
INV. OUT=5050.12 (W)
FG=5055.872 STMH 11C-2 w/WQ WEIR
INV. IN=5050.22 (S)
INV. IN=5050.22 (N)
INV. OUT=5050.22 (W)
FG=5055.561
INLET 11C-1
INV. OUT=5050.24 (N)
FG=5055.282
289.24 LF RCP @ 0.20%OUTLET 13B
INV. OUT=5048.01 (NE)
FG=5052.630
FES 13A
INV. IN=5047.08 (SW)
183.
1
5
L
F
D
O
U
B
L
E
RCP
@
0.
5
0
%
SUBDRAIN CLEANOUT A7
INV. IN=5050.49 (W)
INV. OUT=5050.49 (NE)
FG=5053.235
SUBDRAIN CLEANOUT A2
INV. IN=5048.86 (SW)
INV. OUT=5048.86 (E)
FG=5053.170
SUBDRAIN CLEANOUT A1
INV. IN=5048.15 (W)
INV. OUT=5048.15 (S)
FG=5054.647
SUBDRAIN CLEANOUT A3
INV. IN=5048.93 (W)
INV. OUT=5048.93 (NE)
FG=5052.350
SUBDRAIN CLEANOUT A6
INV. IN=5049.81 (SW)
INV. OUT=5049.81 (E)
FG=5052.707
SUBDRAIN CLEANOUT A5
INV. IN=5049.57 (W)
INV. OUT=5049.57 (E)
FG=5052.607
SUBDRAIN CLEANOUT A4
INV. IN=5049.33 (W)
INV. OUT=5049.33 (E)
FG=5052.507
24.91 LF PVC @ 0.20%
353.15 LF PVC @ 0.20%
36.77 LF PVC @ 0.20%
79.08 LF PERF. PVC @ 0.50%
49.44 LF PERF. PVC @ 0.50%
48.40 LF PERF. PVC @ 0.50%
135.4
4
L
F
P
E
R
F.
P
V
C
@
0.
5
0
%
51.07 LF PERF. PVC @ 0.50%
STREET C
STREET BCURB CUT &
SIDEWALK
CHASE3' SIDEWALK3' S
IDEWA
LK
9' U.E.
4' SID
E
W
A
L
K
FES 11A
INV. IN=5049.50 (S)
FG=5051.875
253.34 LF RCP @ 0.20%
STMH 11B
INV. IN=5050.01 (E)
INV. OUT=5050.01 (N)
FG=5056.087
7.94 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
5' GRAVEL
BIORETENTION
3' SIDEWALK8
0
.
8
3
L
F
R
C
P
@
0
.
2
0
%
5' U.E.
INLET 11C-3
INV. IN=5050.27 (N)
INV. OUT=5050.27 (S)
FG=5055.263
28.06 LF
RCP
@ 0.20%
INLET 11C-4
INV. OUT=5050.47 (S)
FG=5057.3516' SIDEWALKRAIN
GARDEN C6
CURB CUT &
SIDEWALK
CHASE
DETENTION
POND 3
RAIN
GARDEN D3
SIDEWALK
CHASE
4' SIDEWALK
GRASS
SWALE
2.1%2.1%2.5%
1
7
.
0%4:19.1
%
2.6%2.6%2.1%2.1%2.1%2.1%3.7%3.3%2.5%3.6%8.9%2.1%
2.1%2.1%2.1%2.1%2.1%2.1%2.1%2.1%2.1%4
:
1 4:15:17:14:17:15:14:15:16:150.80 LF RCP @ 0.20%55.05 LF RCP @ 0.20%
4:14:14:12.0%5:15:12.3%
2.2%
4:1
4:17.3%
8
.
2%4:14:12' CONCRETE
PAN
2' CONCRETE
PAN
SIDEWALK
CHASE
5:14:1
6:1
2' CONCRETE
PAN
PROPOSED
RETAINING
WALL
SIDEWALK
CHASE
NEW MERCER
DITCH EASEMENT
(WIDTH VARIES)
CURB CUT
3.4%
2.7%
4.2%
CURB CUT
PROPOSED
RIP RAPPROPOSED
RIP RAP
4.7%25.0%27.0%6.1%44.00LARIMER COUNTY CANAL NO. 29:1PROPOSED
RECTANGULAR RAPID
FLASH BEACON
15'
PEDESTRIAN
RAMP
2.2
%2.2%
CURB CUT &
SIDEWALK
CHASE
PROPOSED
GRASS SWALE
FFE=60.40FFE=60.12FFE=61.51FFE=61.35FFE=62.35
FFE=59.47
FFE=59.86
FFE=62.28
FFE=64.16
FFE=65.97
FFE=65.12
FFE=66.42
FFE=61.32
FFE=61.00
FFE=60.92
FFE=59.93 FFE=59.92
FFE=60.40
FFE=60.33
FFE=59.90
FFE=59.79
FFE=64.86
1.8%
BLOCK 3
BLOCK 5BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 3
BLOCK 5
BLOCK 6BLOCK 6
BLOCK 6BLOCK 6BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 6
BLOCK 6
LOT 22
LOT 23
LOT 24
LOT 16
LOT 21
LOT 7
LOT 3
LOT 12
LOT 7LOT 5 LOT 6 LOT 9LOT 8
LOT 4
LOT 2
LOT 3
LOT 1
LOT 18
LOT 17
LOT 14
LOT 15
LOT 13LOT 10 LOT 11
LOT 23
LOT 22
LOT 19
LOT 20
LOT 12
LOT 18
LOT 10
LOT 11
LOT 14
LOT 13
LOT 15
LOT 17
LOT 9
LOT 8
LOT 5
LOT 6
LOT 1
LOT 2
LOT 4
LOT 14
LOT 16
LOT 12 LOT 13
LOT 15
LOT 25
LOT 16
LOT 33
LOT 41
LOT 13
LOT 30 LOT 27LOT 28LOT 31 LOT 29
LOT 36 LOT 35 LOT 34 LOT 32LOT 37LOT 38LOT 39
LOT 40
LOT 43
LOT 45
LOT 42
LOT 46
LOT 44
LOT 24LOT 20
LOT 26LOT 25LOT 22 LOT 23LOT 21
LOT 18LOT 17 LOT 19LOT 16LOT 15
LOT 5
LOT 10
LOT 11
LOT 12
LOT 14
LOT 9
LOT 8
LOT 6
LOT 7
LOT 4
LOT 1
TRACT R
UDA&EAE
TRACT T
UDA&EAETRACT S
UDA&EAE
TRACT W
D&AE
TRACT X
D&AE
TRACT V
UDA&EAE
TRACT O
D&AE
BLOCK 4
LOT 3
LOT 2
8' MULTI-USE TRAIL
NATURAL
HABITAT BUFFER
ZONE
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
MATCHLINE-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.
11.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION, NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO REGULATORY FLOOD PROTECTION ELEVATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
100-YR FLOODWAY
100-YR FLOODPLAIN
SDTSALPOLYNDDD
ONOTPO
LLTE
UCTIL EIRON
RAINSTOWATERWAYS
USD
TSALPOLYND
D D
ONO
TPOLLT
E UCTILEI RONRAI
NS TOWATERWAYS
U
TSALPOLYND
D
D
ONOTPO
LLTE
UCTIL EIRON
RAINST
OWATERWA
YS
U
TSALPOLYND
D D
ON
OTPOLL
T EUCT ILEIRON RAIN
STOWAT
ERWAYS
UTSALPOLYND
D D
ON
OTPOLL
TEU CTILEIR ONRAIN
STOWAT
ERWAYS
UTSALPOLYN
D
D D
ONOT
POLLTE
UCTILE IRON
RA INSTO
WATERWAYS
U
TSALPOLYN
D
D D
ONOT
POLLTE
UCTILE IRONR
A INSTOWATERWAYS
U
TSALPOLYND
D D
ONO
TPOLLT
E UCTILE IRONRA I
NSTOWA
TERWAYS
U TSALPOLYN
D
D D
ONOT
POLLTE
UCTILE IRONRA
INSTOWA
TERWAYS
U SBSBSBSB
SBSB
SB
SB
SB
SB
SB
SB
SBSB
S
B
SDSDTSALPOLYND
D DONOTPOLL
TEUCT ILEIRON RAINS
TOWATE
RWAYS
U
TSALPOLYND
D D
O
NOTPOLL
TE UCTI
LE IRONRA INS
TOWATERWAYS
U
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
X X X X X X
XXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXX X
X X
XXXX
X
G VAULT
CABLE
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
ELEC
ELEC
TELECABLE
CABLE
TELE
TELE
VAULT
CABLE
TELE
VAULT
ELEC
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
MTELE
VAULT
ELEC
TELEM VAULT
TELE
VAULT
CABLE
VAULT
CABLEGAS
TELE
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
M
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
TELE
CONTROL
IRR CONTROL
IRR
VAULT
ELEC
TELE
VAULT
CABLE
GAS
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
G
CONTROL
IRR
CONTROL
IRR
VAULT
ELECT S
TT
TVAULT
ELEC
M
ELEC
CONTROL
IRR
V.P.
V.P.V.P.
V.P.
M
E
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.WEBB 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
5' SIDEWALK
5' SIDEWALK
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
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=5068.00 (W)
INV. OUT=5068.00 (N)
FG=5074.211
90° BEND 3E
INV. IN=5068.09 (S)
INV. OUT=5068.09 (E)
FG=5075.421
INLET 3H
INV. OUT=5069.17 (N)
FG=5072.188
18.78 LF RCP @ 0.51%
PROPOSED
RETAINING
WALL
GRASS
SWALE
PROPOSED
AREA INLETS
GRASS
SWALE
5' SIDEWALK30' FL-FL
51' ROW
9' U.E.
9' U.E.
GRASS
SWALE
SIDEWALK
CHASE
STREET A
STREET AGRASS
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=5076.814
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%
PROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS A6 33.81 LF RCP @ 0.50%
INLET 3C
INV. IN=5067.83 (S)
INV. OUT=5067.83 (N)
FG=5076.282
31.96 LF RCP @ 0.50%
INLET 3B
INV. IN=5067.67 (S)
INV. OUT=5067.67 (N)
FG=5076.270
75.02 LF RCP @ 1.00%
FES 3A
INV. IN=5066.92 (S)
FG=5069.295
FUTURE 5' SIDEWALK (BY OTHERS)PROPOSED STORMTECH
MC 4500 DETENTION
CHAMBERS A5
3.0%2.9%2.1%
2.1%2.1%2.1%2.1%
2.1%
GRASS
SWALE
5' SIDEWALK
RAIN GARDEN D514.6%4.7%PROPOSED 100-YR
FLOODPLAIN23.2%21.8%BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 1
BLOCK 1
LOT 10
LOT 12
LOT 21
LOT 20
LOT 18
LOT 15
LOT 13
LOT 14
LOT 16
LOT 6 LOT 9LOT 8
LOT 5LOT 4LOT 1 LOT 2
LOT 24
LOT 11
LOT 19
LOT 12
LOT 3
LOT 7
LOT 5 LOT 2LOT 4
LOT 1
LOT 6
LOT 11LOT 10LOT 9LOT 8LOT 7
LOT 13LOT 14LOT 15LOT 16LOT 17LOT 18
LOT 19
LOT 3
LOT 23
LOT 26
LOT 25
59.10 LF 12" HDPE @ 0.50%
INLET 3G
INV. IN=5068.87 (S)
INV. OUT=5068.87 (N)
FG=5071.892
59.12 LF 12" HDPE @ 0.50%
INLET 3F
INV. IN=5068.57 (S)
INV. OUT=5068.57 (N)
FG=5072.278
96.12 LF 12" HDPE @ 0.50%
3.2%
TRACT B
DE
TRACT A
UDA&EAE
TRACT F
D&AE
TRACT D
DAETRACT C
DE
TRACT E
UDA&EAE
TRACT J
D&AE
TRACT H
D&AE
TRACT G
D&AE
LOT 17 IRISH DRIVESheetSANCTUARY 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
MATCHLINE-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.
11.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION, NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO REGULATORY FLOOD PROTECTION ELEVATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
100-YR FLOODWAY
100-YR FLOODPLAIN
TSALPOLYN
DD DO
NOTPOLL
TE UCT ILEIRON RAINS
TOWATERWAYSUTSALPOLYN
D
D
D
ONOTP
OLLTE
U CTILEIR ON
RAINSTO
WATERWAY
S
U
SD SD SD SD SD SD SD
TSALPOLYND
D D
ONOTPO
LLTE
U CTILEIR ON
RAINST
OWATERW
AYS
U SDSDSDSDSDSDSDSDSDSDSDSDSDSDTSALPOLYND
D DONOTPO
LLT E
UCT ILEIRON
RAINST
OWATERW
AYS
U
TSALPOLYN
D
D D
ONOT
POLL TE
UCT ILEIRON R
AINSTOW
ATERWAYS
U SDSDSDSDSDTSALPOLYN
D
D D
ONOT
POLLTE
UCTILE IRON RAINSTOWATERWAYS
U
TSALPOLYND
D D
O
NOTPOLL
TE UCTIL EIRON RAINS
TOWATER
WAYS
U
SD
SD
SDSDTSALPOLYND
D D
O
NOTPOLL
TE UCTI LEIRON RAINS
TOWATERWAYS
U
NYLOPLAST
DO NOT POLLUTE DRAINS TO WATERWAYS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
XXXXXXXXXXXXXXXXXXXXXXXXXX XXXSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSST ST ST ST ST STSTST
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 MMM
VAULT
ELEC
D
TELE
MTELEMTELE
VAULT
ELEC
VAULT
ELEC T SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
TGAS
M
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
CABLE
MH
MH
G
ELEC
ELEC ELEC
ELEC
T
XXXOWNER
LORIN YOUNG
316 N IMPALA DR.N IMPALA DRIVEOWNER
CHRISTOPHER &
SARAH WEEKS
317 N IMPALA DR.
OWNER
LEORA & JAY
SPENCE
316 IRISH DR.
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
JOSEPH
LASALA
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
5' SIDEWALK5' SIDEWALK8' SIDEWALK4.5' SIDEWALK26' EOC-EOC
STMH 4B
INV. IN=5062.35 (W)
INV. OUT=5062.35 (NE)
FG=5067.393
71.9
1
L
F
R
C
P
@ 5.2
4
%
SUBDRAIN CLEANOUT A14
INV. IN=5057.19 (SE)
INV. OUT=5057.19 (N)
FG=5059.904
SUBDRAIN CLEANOUT A15
INV. IN=5057.38 (E)
INV. OUT=5057.38 (NW)
FG=5060.103
SUBDRAIN CLEANOUT A13
INV. IN=5056.61 (S)
INV. OUT=5056.61 (N)
FG=5059.389
115.91 LF PERF. PVC @ 0.50%
GRASS
SWALE
SIDEWALK
CHASE
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.
38.81 LF PERF. PVC @ 0.50%
113.24
L
F
P
E
R
F
.
P
V
C
@
0
.
5
0
%
SUBDRAIN CLEANOUT A16
INV. OUT=5057.95 (W)
FG=5060.788
PROPOSED CONCRETE WEIR
WITH NOTCH AND WATER
QUALITY PLATE
20' EMERGENCY
ACCESS EASEMENT
(BY SEPARATE
DOCUMENT)FUTURE BRIARWOODROADPROPOSED 8'
ASPHALT WALK STREET COUTFALL 4A
INV. IN=5058.58 (SW)
FG=5059.816
RAIN
GARDEN D5
PROPOSED CONCRETE
APRON
PROPOSED STORMTECH
SC 740 DETENTION
CHAMBERS B3
5' U.E.
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
CURB CUT &
SIDEWALK
CHASE
FUTURE 5' SIDEWALK (BY OTHERS)5:1
3:1
6:14:1
PROPOSED
RETAINING
WALL
4:1
4:14:14:14:1
2.3%
PROPOSED
HIGH POINT 2.1%2.1%2.1%2.1%2.0%2.2%RAIN GARDEN D5
3.
3
%2.6%2.9%2.8%PROPOSED
GRADE
BREAK
INLET 4C
INV. IN=5067.05 (W)
INV. OUT=5067.05 (E)
FG=5071.001
STMH 9C
INV. IN=5059.07 (E)
INV. OUT=5058.93 (W)
FG=5064.714
INLET 9E
INV. OUT=5059.14 (W)
FG=5060.845
INLET 9B w/WQ WEIR
INV. IN=5058.60 (E)
INV. OUT=5058.60 (W)
FG=5061.955
FES 9A
INV. IN=5056.76 (E)
FG=5057.993
39.32 LF RCP @ 4.68%
102.26 LF RCP @ 0.06%
168.99 LF RCP @ 0.20%
4' SIDEWALK
PROPOSED 100-YR
FLOODPLAIN
PROPOSED 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODPLAIN
94.03 LF RCP @ 5.00%
FFE=67.93
FFE=66.87
FFE=67.24
FFE=67.32
FFE=66.02
FFE=65.81
20' EMERGENCY
ACCESS EASEMENT
8' U.E.
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 2 BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
LOT 24
LOT 33LOT 28
LOT 3
LOT 37
LOT 23
LOT 26
LOT 25
LOT 27
LOT 30
LOT 29
LOT 31
LOT 34
LOT 32
LOT 35
LOT 38
LOT 36
LOT 10
LOT 18
LOT 27
LOT 22
LOT 10
LOT 13
LOT 11
LOT 12
LOT 15
LOT 14
LOT 16
LOT 17
LOT 20
LOT 19
LOT 25
LOT 26
LOT 29
LOT 21
LOT 24
LOT 23
LOT 28
LOT 14
LOT 3
LOT 12 LOT 13
LOT 15
LOT 8
LOT 11 LOT 9LOT 5LOT 4LOT 1 LOT 2
BLOCK 2
TRACT I
UD&AE
TRACT P
UDA&EAE
TRACT K
UDA&EAE
TRACT L
D&AE
TRACT M
UDA&EAE
TRACT J
D&AE
TRACT N
D&AE
8" P
R
I
V
A
T
E
T
R
A
I
L
NATURAL
HABITAT BUFFER
ZONEIRISH DRIVESheetSANCTUARY 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
MATCHLINE-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
RMATCHLINE-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.
11.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION, NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO REGULATORY FLOOD PROTECTION ELEVATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
100-YR FLOODWAY
100-YR FLOODPLAIN
TSALPOLYN
D
D D
ONOT
POLLTE
UCTIL EIRON
RAINSTO
WATERWAYS
U
SD
SD
SD SDSDSDSDTSALPOLYN
DD D
O
NOTPOLL
TE UCTILE IRONRAI NS
TOWATERWAYS
U SDXXXXXSS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
XX
XXXXXXXXXXXXXX X X
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSS
STSTST ST ST
STSTSTSTSTSTSTSTSTSTST
ST
STXXXX
X
X XB M
GAS
M
M
M
M
M
EELEC
C
MH
D
M
M
MMM
VAULT
ELEC T M FE
SM
TEST
STA
MW
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
VAULT
ELEC
D
VAULT
ELEC
VAULT
CABLEC
VAULT
ELEC
VAULT
ELEC
CVAULT
CABLEVAULT
ELEC
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 MERCER DITCH
PROPOSED
42' HALF ROW
EXISTING 40'
HALF ROW
N TAFT HILL ROADCLUBHOUSE
DETENTION
POND 5
EASEMENT
EXCLUSION
OUTLET 11F w/ WQ PLATE
INV. OUT=5051.09 (N)
FG=5053.515
PEDESTRIAN
BRIDGE
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
CURB CUT &
SIDEWALK CHASE
INLET 6F
INV. IN=5058.32 (W)
INV. OUT=5058.32 (E)
FG=5060.875
STMH 6D
INV. IN=5056.76 (NW)
INV. OUT=5056.76 (SE)
FG=5062.535
STMH 6E
INV. IN=5058.14 (W)
INV. OUT=5058.14 (SE)
FG=5062.414
STMH 11E
INV. IN=5050.86 (S)
INV. IN=5050.86 (NE)
INV. OUT=5050.86 (NW)
FG=5055.874
INLET 11E-1
INV. IN=5052.55 (NE)
INV. OUT=5052.55 (SW)
FG=5056.436
10' U.E.
5' U.E.
13' U.E.
NATURAL
HABITAT BUFFER
ZONE
75' ELECTR
ICTRANSMISS
ION
L
INEEASEMENT BOOK
914PAGE 532
15' MAINTENANCE
ACCESS
EASEMENT116.86 LF RCP @ 0.20%DETENTION
POND 4
RAIN
GARDEN D3
RAIN
GARDEN D4
11
4
.
5
5
L
F
R
C
P
@
1
.
2
0
%
36.32 LF RCP @ 0.50%
STMH 6B
INV. IN=5056.15 (NE)
INV. OUT=5056.15 (S)
FG=5063.141
42.57 LF RCP @ 0.50%161.24 LF RCP
@ 0.50
%
FES 6A
INV. IN=5055.94 (N)
FG=5057.977
OUTLET 12B
INV. OUT=5054.74 (E)
FG=5056.994
237.95 LF R
C
P
@
0
.
2
0
%
RG BASIN 14B
INV. IN=5054.27 (NE)
INV. OUT=5054.27 (S)
FG=5056.870
INLET 6C-1
INV. IN=5058.12 (N)
INV. OUT=5058.12 (SW)
FG=5060.700
4:14:1
5:1
4:1 4:1
8.
1
%
2.5%
2.1%
2.1
%
2.
0
%
6.1
%
2.
7%
2.3%2.0%CURB CUT &
SIDEWALK
CHASE
2.0%2.2%2.1%2.1%2.5%2.5%2.0%
PROPOSED
RETAINING
WALL
PROPOSED
CONCRETE
WEIR
7:
1
6:1
8:1
4
:
12.3%2.4%
78.1
7
L
F
R
C
P
@
0.
5
2
%
STMH 6C
INV. IN=5056.55 (NW)
INV. IN=5057.32 (NE)
INV. OUT=5056.55 (SW)
FG=5061.984
41.41 LF RCP @ 0.50%
NATURAL
HABITAT BUFFER
ZONE
2' CONCRETE
PAN
NEW MERCER
DITCH EASEMENT
(WIDTH VARIES)
CURB CUT
CURB CUT
4:
1
3.4%
4.2%
4' SIDEWALK
33.83 LF RCP @ 4.99%2.1%
2.
0
%
2.
1
%2.0%2.2%2.
0
%5:15.7%
4.4%4:17:12.2%2.2%
2
2
:
1
28:1
FES 14A
INV. IN=5054.08 (N)
FG=5055.315
37.77 LF RCP @ 0.50%
FES 12A
INV. IN=5054.27 (W)
FG=5056.643
MAINTENANCE
ROAD TURN
AROUND
PROPOSED 100-YR
FLOODWAY
PROPOSED 100-YR
FLOODPLAIN
EXISTING MANHOLE RIMS TO
BE RAISED 1-FT ABOVE 100-YR
WSEL (MIN. ELEV:5055.2)49:16' SIDEWALKFFE=66.02
FFE=65.81
FFE=64.63
FFE=65.42 FFE=59.00
20' EOC-EOC
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
LOT 7
LOT 10
LOT 22
LOT 17
LOT 14
LOT 3
LOT 21
LOT 20
LOT 19
LOT 18
LOT 16
LOT 12 LOT 13
LOT 15
LOT 6LOT 8LOT 9LOT 5LOT 4LOT 1 LOT 2
TRACT P
UDA&EAE
TRACT R
UDA&EAE
TRACT U
D&AE
TRACT O
D&AE
8" P
R
I
V
A
T
E
T
R
A
I
L
8' PRIVATE TR
A
I
L
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
MATCHLINE-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.
11.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION, NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO REGULATORY FLOOD PROTECTION ELEVATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING
AND CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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
100-YR FLOODWAY
100-YR FLOODPLAIN
TSALPOLYN
D
D D
ONOT
POLL TE
UCT ILEIRON RAINSTO
WATERWAYS
U
ETSALPOLYN
D
D D
ONOT
POLL TE
UC TILEIRON R
AINSTOW
ATERWAYS
U
SIGHT
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
∆
STORM DRAIN
LINE 2
PROPOSED
"NO PARKING"
SIGN
PROPOSED
"NO PARKING"
SIGN
PROPOSED "NO PARKING" SIGN
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+505080.865080.495082.445082.035080.725079.425078.115076.865077.075077.675080.355080.225080.265080.915081.515082.075082.615082.595082.365081.715081.385081.055080.405080.075079.745079.095078.765078.445077.785077.455077.135076.755076.785076.925077.225077.375077.525077.82PVI 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+29.78BVCE: 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
80.0' VC
LP ELEV = 5076.74
LP STA = 17+32.02
PVI STA = 17+17.18
PVI ELEV = 5076.58
BCVS: 16+77.18BVCE: 5077.10ECVS: 17+57.18EVCE: 5076.82A.D. = 1.91
K = 41.93
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.=5067.75
-2.26%-0.60%
2.50%
0.60%
-1.31%
EXISTING
GROUNDWATER
S
D
TSA
LPOLYN
D
D
D
ONOTPOLLTE
UCTILE
IRON RA
INSTO WATERWA
YSU
TSALPOLYN
D
D
D
ONOTPOLLTE
UCTILE
IRON RA
INSTO WATERWA
YS
U SBSBSBE
EE
EEE
E SDSDSSSSSSSSSSEEEWWWWCTVCTVCTVCTVFOFOFOFOGGGFOFOFOFOFOCTVXXXCTVGG
FO FO
FOFOFOEEEEEFOFOFOFOFOTTTTTTTTTTGGGGGGGGGGWWWWWXELECTELEWTF.O.ELECXXLAPORTE AVENUE∆
ST
R
E
E
T
A
30' FL-FL 51' ROW
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
PROPOSED "NO PARKING" SIGN
PROPOSED "NO PARKING" SIGN
PROPOSED "NO PARKING" SIGN
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
( 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+50C4.01LINEMAT
C
H STA14+50NORTH
L
IN
EMA
T
C
H
S
T
A
1
4
+
5
0
SDE
EE TX
XTTELE
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
∆
20' EMERGENCY
ACCESS
EASEMENT
PROPOSED "NO PARKING" SIGN
PROPOSED "NO PARKING" SIGN
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+255077.905077.315076.715075.135077.975077.765077.615077.465077.165077.015076.865076.535076.215075.755074.365073.465072.565068.085066.135065.625065.125064.625070.755069.855068.955067.365066.795066.385065.995065.875065.745065.495065.375065.245064.995064.875064.74-0.60%
-3.61
%
125.0' VC
PVI STA = 22+72.14
PVI ELEV = 5076.28
BVCS: 22+09.64BVCE: 5076.65EVCS: 23+34.64EVCE: 5074.02A.D. = 3.01
K = 41.49
80.0' VC
HP ELEV = 5077.97
HP STA = 19+69.78
PVI STA = 19+69.78
PVI ELEV = 5078.09
EVCS: 20+09.78EVCE: 5077.85A.D. = 1.20
K = 66.67
-3.61
%
-0.50%PVI STA = 29+04.13PVI ELEV = 5064.60125.0' VC
PVI STA = 25+45.87
PVI ELEV = 5066.39
BCVS: 24+83.37BVCE: 5068.65ECVS: 26+08.37EVCE: 5066.08A.D. = 3.11
K = 40.16
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=5073.62
2.2'
INTERSECTION
STA=29+04.13
ELEV=5064.60SDSDSDSDSDSDE
E SDSDTXXX
X
XTTELE
2 - (4X12')
PROPOSED
BOX CULVERT
∆
STR
E
E
T
C
SEE
S
H
E
E
T
C4.0
3
4.5' SI
D
E
W
A
L
K
8' SI
D
E
W
A
L
K
4.5' SID
E
W
A
L
K
8' CROSSPAN
PROPOSED 'NO PARKING" SIGN
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
( 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
-0.70%
-2.00%
-0.70%-0.50%-2.88%
2.85%PVI STA = 10+24.00PVI ELEV = 5056.02PVI STA = 12+62.65PVI ELEV = 5058.33PVI STA = 14+12.81PVI ELEV = 5055.86PVI STA = 13+88.91PVI ELEV = 5056.46PVI STA = 13+03.77PVI ELEV = 5058.04PVI STA = 13+36.91PVI ELEV = 5057.88115.0' VC
HP ELEV = 5058.89
HP STA = 11+71.00
PVI STA = 11+36.17
PVI ELEV = 5059.22
BVCS: 10+78.67BVCE: 5057.58EVCS: 11+93.67EVCE: 5058.81A.D. = 3.55
K = 32.38
5058.115058.775058.075056.235056.055057.475058.575058.825058.895058.595058.425058.245057.945058.125057.40PROPOSED
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GROUND
EXISTING
GROUNDWATER
INTERSECTION
STA=11+74.63
ELEV=5058.89
PROPOSED
CURB &
GUTTER
PROPOSED
CENTER
MEDIAN
INTERSECTION
STA=10+00.00
ELEV=0.00
RCP STORM
STA.=10+10.08
INV.=5050.10 SDSSSSSSOHUSS
S4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
57' ROW
36' FL-FL
CURB CUT &
SIDEWALK CHASE
STORM DRAIN
LINE 11
STREET B
CLUBHOUSE
R60.5
R50
R25
R50
∆
STREET C
SEE SHEET C4.03
STREET C
SEE SHEET C4.03
PROPOSED TYPE I DRIVEWAY
APPROACH (SANITARY SEWER
MAINTENANCE ACCESS)
17.5'
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
( 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
5064.595065.365063.985061.335062.735064.585064.725064.965065.215065.315065.065064.625063.285062.595061.895061.385061.835062.285063.17-2.78%
1.79%
-0.50%1.00%PVI STA = 13+51.43PVI ELEV = 5064.68120.0' VC
HP ELEV = 5065.36
HP STA = 15+06.13
PVI STA = 15+34.38
PVI ELEV = 5065.80
BVCS: 14+74.38BVCE: 5065.20EVCS: 15+94.38EVCE: 5064.14A.D. = 3.78
K = 31.75
75.0' VC
LP ELEV = 5064.57
LP STA = 13+86.15
PVI STA = 13+98.65
PVI ELEV = 5064.45
BCVS: 13+61.15BVCE: 5064.63ECVS: 14+36.15EVCE: 5064.82A.D. = 1.50
K = 50.00
43.7' VC
LP ELEV = 5061.27
LP STA = 17+10.57
PVI STA = 17+05.86
PVI ELEV = 5061.04
BCVS: 16+84.03BVCE: 5061.64ECVS: 17+27.68EVCE: 5061.43A.D. = 4.57
K = 9.54
EXISTING
GROUNDWATER
INTERSECTION
STA=15+48.15
ELEV=5065.08
BEGIN PROPOSED
ASPHALT
STA=13+40.20
FUTURE
GRADE
INTERSECTION
STA=13+70.26
ELEV=5064.60
-3.23
%
-2.92%
-0.50%
1.06%PVI STA = 10+00.00PVI ELEV = 5065.70PVI STA = 10+16.85PVI ELEV = 5065.1675.0' VC
HP ELEV = 5064.74
HP STA = 13+27.35
PVI STA = 13+13.93
PVI ELEV = 5064.87BVCS: 12+76.43BVCE: 5064.47EVCS: 13+51.43EVCE: 5064.68A.D. = 1.56
K = 48.17
160.0' VC
LOW PT ELEV = 5063.26
LOW PT STA = 11+40.49
PVI STA = 11+03.02
PVI ELEV = 5062.64
BVCS: 10+23.02BVCE: 5064.98EVCS: 11+83.02EVCE: 5063.49A.D. = 3.98
K = 40.24
STA.=11+21.46
INV.= 5061.00
EXISTING CMP CULVERTXXXXXXST
X X X X
X
XXX
X
X
X XXXXSTSTSTSTSTSTSTSTST GASMHTSALPOLY
NDD
D
ONOTPOLLTEUC
TILEIRO
NRAI NSTOWA TERWAYS
U
SDSDSDTSALPOLYN
DD
D
ONOTPOLLTE
UCTILEIR
ONRAINS TOWATE RWAYS
U
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 AVENUE8.00' INTERIM
ASPHALT
WALK
EXISTING DIRT
DRIVEWAY
EXISTING
CULVERT
EXISTING
WETLANDS
∆FUT
U
R
E
STR
E
E
T
C
STORM DRAIN
LINE 9
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
( 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+505064.525065.705063.975060.435057.765056.985056.365055.815056.105056.915064.075064.975065.655065.565065.235064.705063.095062.205061.325059.555058.805058.205057.465057.295057.145056.835056.675056.525056.215056.055055.905055.795055.855055.975056.225056.355056.471.79%
-0.62%
-3.55
%
2.08%
0.50%PVI STA = 27+80.20PVI ELEV = 5056.50PVI STA = 28+04.20PVI ELEV = 5057.00170.0' VC
HP ELEV = 5065.71
HP STA = 19+94.78
PVI STA = 20+22.70
PVI ELEV = 5066.72
BVCS: 19+37.70BVCE: 5065.19EVCS: 21+07.70EVCE: 5063.70A.D. = 5.34
K = 31.83
120.0' VC
PVI STA = 22+75.25
PVI ELEV = 5057.76
BCVS: 22+15.25BVCE: 5059.89ECVS: 23+35.25EVCE: 5057.39A.D. = 2.93
K = 41.00
90.0' VC
LP ELEV = 5055.79
LP STA = 26+17.52
PVI STA = 26+12.65
PVI ELEV = 5055.66
BCVS: 25+67.65BVCE: 5055.94ECVS: 26+57.65EVCE: 5055.89A.D. = 1.12
K = 80.26
EXISTING
GROUND
PROPOSED
GROUND
PROPOSED
GROUND
EXISTING
GROUND
INTERSECTION
STA=25+56.81
ELEV=5056.01
INTERSECTION
STA=23+64.22
ELEV=5057.21
INTERSECTION
STA=20+90.74
ELEV=5064.26INTERSECTION
STA=18+63.52
ELEV=5063.86
PROPOSED 4'X16'
RCBC STORM
STA.=20+13.64
EL. = 5058.614
EXISTING
GROUNDWATER
2'
INTERSECTION
STA=28+04.20
ELEV=5057.00
SITE
DISTANCE
EASEMENT
STREET C
PROPOSED
4'X16' BOX
CULVERT
PROPOSED 30"
VERTICAL CURB
& GUTTER
PROPOSED 30"
VERTICAL CURB
& GUTTER
∆SDN 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
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
( 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+50LINEMATCHSTA22+50LINEMATCHSTA22+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
3' BUFFER LANE
11' TRAVEL LANE
11' TRAVEL LANE
10' LEFT TURN 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
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
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
PROPOSED RRFB
SIGNAL AND
CONCRETE RAMP
EXISTING RRFB
SIGNAL AND
CONCRETE RAMP
7' BIKE LANE
7' BIKE LANE
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
6' SIDEWALK
6' SIDEWALK
7' BIKE LANE
7' BIKE LANE
3' BUFFER LANE
11' 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' ROWPROPOSED FULL
DEPTH ASPHALT
PROPOSED FULL
DEPTH ASPHALT
EXISTING DRIVE
ACCESS
PROPOSED
KNOCK-DOWN
BOLLARD
EXISTING EDGE OF
ASPHALT
7' BIKE LANE (WIDTH VARIES)
1
4' SIDEWALK
BUILDING ACCESS
3' SIDEWALK
4' SIDEWALK
EXISTING 12' TRAVEL LANE
7' BIKE LANE (WIDTH VARIES)
EXISTING 12' TRAVEL LANE
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
( 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 RIGHTTAFT
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
( 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 RRFB
SIGNAL
PROPOSED
72' ROW
FUTURE
BRIARWOOD
ROAD
LAPORTE AVE
PROPOSED
PEDESTRIAN RRFB
SIGNAL
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' ROWPRIVATEDRIVE
PROPOSED ADA
RAMP
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
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
( 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
( 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
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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 SF SFSFSFSFSFSFSFSF
SF
S
F
SFSF
SF
SF
SFSF
SF
SF SFSFSFSF
SF
SF
SF SF
SF
SF
SF SF
SF
VTC
CWA
IP
STREET A
IP
IP
IP
IP
WD
WD
WD
WD
WDWDWDWD
WD
DETENTION
POND 2
DETENTION
POND 1
RAIN GARDEN D5
RAIN
GARDEN B2
WD
WD WD
IP
OP
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SF
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F
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WD
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SFB 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
( 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.CONTRACTOR TO PROVIDE ADEQUATE PROTECTION FOR WETLANDS ADJACENT
TO THE PROJECT AREA.
5.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST DATED
JANUARY 19TH, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VERTICAL TRACKING CONTROL VTC
INLET PROTECTION IP
OPOUTLET PROTECTION
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT
BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL
SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR
EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF
SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS
ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING
SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL,
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS,
TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE
NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION.
AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION
(i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL,
SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE
DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
EROSION CONTROL NOTES:
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET
IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF
SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S
OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS)
INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED
WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION
CONTROL STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
16.ALL LID MEASURES SHALL BE BUILT BY THE END OF THE CONSTRUCTION
SEQUENCE.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
SD SD SD SD SD
TSALPOLYND
D DONOTPOLLTE
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XWWWWVAULTELEC
OWNER
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
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MIRANDA SPINDEL
330 N TAFT HILL ROAD
OWNER
LAPORT OUTREACH
MINISTRIES INC.
220 N TAFT HILL ROAD
OWNER
CITY OF FORT COLLINS
OWNER
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200 N TAFT HILL ROAD
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CITY OF FORT COLLINS
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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
( 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.CONTRACTOR TO PROVIDE ADEQUATE PROTECTION FOR WETLANDS ADJACENT
TO THE PROJECT AREA.
5.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR SANCTUARY WEST DATED
JANUARY 19TH, 2022 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION.
GENERAL NOTES:
WATTLE DIKE WD
CONCRETE WASH AREA CWA
VERTICAL TRACKING CONTROL VTC
INLET PROTECTION IP
OPOUTLET PROTECTION
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT
BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL
SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR
EXACT LOCATION.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF
SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS
ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING
SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL,
GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS,
TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE
NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION.
AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION
(i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL,
SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM
NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE
DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
EROSION CONTROL NOTES:
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS
(CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY
STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET
IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S
CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF
SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S
OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS)
INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED
WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION
CONTROL STAFF TO PREVENT EROSION.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
16.ALL LID MEASURES SHALL BE BUILT BY THE END OF THE CONSTRUCTION
SEQUENCE.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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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
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220 N TAFT HILL ROAD
OWNER
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OWNER
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200 N TAFT HILL ROAD
OWNER
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OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
OWNER
POUDRE R-1
SCHOOL DISTRICT
2444 LAPORTE AVE
GREEN ACRES
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CHAMBERS C2
RAIN
GARDEN D4N IMPALA DRIVEIRISH DRIVEWEBB AVENUEPENNSYLVANIA STREETLAPORTE AVENUE
LAPORTE AVENUE N TAFT HILL ROADN TAFT HILL ROADLAPORTE AVENUE
S IMPALA DRIVEBRIARWOOD ROADACCESS DRIVEN
E
W
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NEW MERCER
D
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NEW
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STREET A
STREET C
STREET B1.13 ac.
A-7
0.89 ac.
A-4
3.08 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
1.64 ac.
B-5
0.70 ac.
C-8
GRAVEL
BIORETENTION
100-YR
FLOODWAY
100-YR
FLOODPLAIN
100-YR
FLOODWAY
100-YR
FLOODPLAIN
100-YR
FLOODWAY
100-YR
FLOODPLAIN
100-YR
FLOODPLAIN
GRAVEL
BIORETENTION
2.12 ac.
C-6
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
( 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 January 19th, 2022"
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 CITY-REGULATED 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 OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE REGULATORY FLOOD PROTECTION
ELEVATION. NON-RESIDENTIAL STRUCTURES CAN EITHER BE ELEVATED OR
FLOODPROOFED UP TO 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
JANUARY 19TH, 2022 FOR ADDITIONAL INFORMATION.
12.THE APPLICANT IS AWARE THAT THE CURRENT SITE PLAN DOES NOT MEET
REGULATORY FLOODPLAIN REQUIREMENTS AS PROPOSED AND IS CONTINUING
THROUGH THE PLANNING PROCESS AT THE APPLICANT'S OWN RISK. BUILDING AND
CONSTRUCTION PERMITS FOR STRUCTURES NOT MEETING FLOODPLAIN
REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.
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 0.47 15.80
Pond 2 3.71 N/A 3.71 15.50
Pond 3 4.01 0.48 4.49 14.90
Pond 4 0.35 N/A 0.35 5.70
Pond 5 0.47 N/A 0.47 5.60
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 0.67 0.67 0.84 2.05 3.50 7.16 4.24 7.24 18.52 2.12
B3 B3 1.95 12 12 11 0.87 0.87 1.00 2.09 3.57 7.42 3.56 6.07 14.47 1.78
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 0.82 0.82 1.00 2.09 3.57 7.29 2.87 4.90 12.25 1.44
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
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
C6.01FLOODPLAIN EXHIBIT30
FLOODPLAIN EXHIBIT FOR REFERENCE ONLY
SEE SANCTUARY FLOODPLAIN REPORT FOR MORE INFORMATION
NOTES:
1.THE LOWEST FLOOR OF RESIDENTIAL STRUCTURES AND ALL MECHANICAL
SYSTEMS MUST BE ELEVATED ABOVE THE REGULATORY FLOOD PROTECTION ELEVATION.
2. PER SECTION 10-103 (9), CRITICAL FACILITIES ARE PROHIBITED IN THE 100-YEAR
FLOODPLAIN.
3.THE APPLICANT IS AWARE THAT THE CURRENT PLAN DOES NOT MEET REGULATORY
FLOODPLAIN REQUIREMENTS AND IS CONTINUING THROUGH THE PLANNING PROCESS AT
THE APPLICANT'S OWN RISK. BUILDING PERMITS FOR STRUCTURES NOT MEETING
FLOODPLAIN REQUIREMENTS WILL BE HELD UP IF THE LOMR IS NOT REGULATORY.