HomeMy WebLinkAboutTIMBER LARK SINGLE-FAMILY DEVELOPMENT - PDP210015 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSOriginal Field Survery:
Northern Engineering
Project No. 698-004
Date: June 5, 2019
JULY 2021 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
PROJECT BENCHMARKS:
TIMBER LARK RESIDENTIAL
PROJECT TEAM:
Ripley Design
Katy Thompson, PLA, ULI
419 Canyon Avenue Suite 200
Fort Collins, Colorado 80521
(970) 498 -2665
AADT Land Holdings, LLC
Alex Aigner
13005 Lowell Boulevard
Broomfield, CO 80020
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE
68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
SITE SURVEYOR
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
UTILITY SHEETS
4 OU1 OVERALL UTILITY PLAN
5 - 7 UT1 - UT3 UTILITY PLAN
GRADING SHEETS
8 OGR1 OVERALL GRADING PLAN
9 - 11 GR1 - GR3 GRADING PLAN
ROADWAY SHEETS
12 R1 STREET E & A PLAN AND PROFILE
13 - 14 R2 - R3 STREET A PLAN AND PROFILE
15 R4 STREET A & CORONA AVENUE PLAN AND PROFILE
16 R5 STREET B PLAN AND PROFILE
17 R6 STREET B & I PLAN AND PROFILE
18 R7 STREET C PLAN AND PROFILE
19 - 20 R8 - R9 GOLDEN WILLOW DRIVE PLAN AND PROFILE
21 R10 STREET G PLAN AND PROFILE
22 - 23 R11 - R12 WEEPING WILLOW DRIVE PLAN AND PROFILE
24 - 25 R13 - R14 RED WILLOW DRIVE PLAN AND PROFILE
26 R15 ALLEY K & L PLAN AND PROFILES
27 R16 ALLEY M & N PLAN AND PROFILE
28 R17 ALLEY O & P PLAN AND PROFILE
DRAINAGE SHEETS
29 DR1 DRAINAGE PLAN
PRELIMINARY UTILITY PLANS FOR
Earth Engineering Consultants, LLC
Preliminary Subsurface Exploration Report
South Timberline Development
Fort Collins, Colorado
EEC Project No. 1202034
Date: June 2, 2020
SUBSURFACE EXPLORATION BY:
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-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Rob Irish (970) 224-6167
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
SheetTIMBER LARK RESIDENTIALThese 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 29
PROJECT
LOCATION SOUTH TIMBERLINEEAST TRILBY ROAD
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
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
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 DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 2-02
EAST SIDE OF TIMBERLAND ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE
MIDDLE CONCRETE PAD TO AN ELECTRIC BOX.
ELEVATION: 4964.37
CITY OF FORT COLLINS BENCHMARK 12-13
SOUTHEAST CORNER OF TIMBERLINE RD. AND TRILBY RD., ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEVATION: 4926.67
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'
BASIS OF BEARINGS
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M. AS BEARING NORTH 00°06'07" EAST
CS1 COVER SHEET1
Northern Engineering Services, Inc.
Robbie Lauer
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC
31" DRIVE-OVER
CURB & GUTTER10' TRAVEL LANE51' MIN. ROW9' UTIL.
ESMT.
9' UTIL.
ESMT.
RESIDENTIAL LOCAL7' PARKING30' -16' TRAVEL4.5' WALK4.5' WALK6'
PKWY
MIN.
6'
PKWY
MIN.7' PARKING1' x 1'
CONCRETE EDGE
8'
UTIL.
ESMT.
VARIES
8'
UTIL.
ESMT.
VARIES
6.5' MIN FENCE SETBACK
FROM FACE OF WALK
·STREET A
·STREET B
·WEEPING WILLOW DRIVE
·STREET G
·RED WILLOW DRIVE
·STREET I
·CORONA AVENUE
·GOLDEN WILLOW DRIVE
57' ROW9' UTIL.
ESMT.
9' UTIL.
ESMT.
LOCAL CONNECTOR8' PARKING8' PARKING10' TRAVEL LANE6'
PKWY
MIN.
36' -10' TRAVEL LANE4.5' WALK4.5' WALK30" VERTICAL CURB
& GUTTER30" VERTICAL CURB
& GUTTER
6'
PKWY
MIN.
·STREET C
·RED WILLOW DRIVE
·STREET I
30" VERTICAL CURB
& GUTTER
30" VERTICAL CURB
& GUTTER
53' ROW9' UTIL.
ESMT.
9' UTIL.
ESMT.
RESIDENTIAL LOCAL7' PARKING30' -16' TRAVEL4.5' WALK4.5' WALK7'
PKWY
MIN.
7'
PKWY
MIN.7' PARKING6.5' MIN FENCE SETBACK
FROM FACE OF WALK
DRIVEOVER CURB
& GUTTER
DRIVEOVER CURB
& GUTTER
ALLEY (PRIVATE)10' TRAVEL LANE20' EOC-TBC
31" DRIVE-OVER
CURB & GUTTER10' TRAVEL LANE1' x 1'
CONCRETE EDGE
8'
UTIL.
ESMT.
VARIES
8'
UTIL.
ESMT.
VARIES
*IF DRIVEOVER CURB & GUTTER IS USED
AN ADDITIONAL 1-FT OF RIGHT-OF-WAY IS
ADDED AND PARKWAY INCREASED TO 7-FT
·ALLEY K
·ALLEY M
·ALLEY N
·ALLEY P
·ALLEY O
·ALLEY L
30' TRACT
30' TRACT
·STREET E
·WEEPING WILLOW DRIVE
·RED WILLOW DRIVE
·GOLDEN WILLOW DRIVE
SheetTIMBER LARK RESIDENTIALThese 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 29
GENERAL NOTES
1.All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County
Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any
applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of
these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in
these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the
engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and
indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and
omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current
at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall
be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or
grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the
respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to
relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility
crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify
the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a
timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of
any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall
be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required
prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water
Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage
facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of
a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins
failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Preliminary Drainage Report for Timber Lark, dated July 9, 2021 by Northern Engineering Services, Inc., shall be followed and
implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in
good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed
within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort
Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained,
if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall
notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2
working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not
available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of
Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and
prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original
geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins'
default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional
Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter,
sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all
intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort
Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of
Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes
of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked
so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within
these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire
Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal
requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to
OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort
Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible
for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations
Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor
will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street
operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities
on Sundays or holidays, unless there is prior written approval by Larimer County.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or
designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and
annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a
copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer
shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer
County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of
bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK 2-02
EAST SIDE OF TIMBERLAND ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC BOX.
ELEVATION: 4964.37
CITY OF FORT COLLINS BENCHMARK 12-13
SOUTHEAST CORNER OF TIMBERLINE RD. AND TRILBY RD., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 4926.67
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED
DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD
BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'
BASIS OF BEARINGS
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M. AS BEARING NORTH
00°06'07" 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: N.A.
48.Approved Variances are listed as follows: N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required
erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction
plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently
watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown
herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s)
required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping
or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street
rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g.
seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to
ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all
drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and
make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their
release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and
perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning
the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or
contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and
gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal
of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at
least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and
properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures
are determined necessary, as directed by the City.
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, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic Engineer. The
developer shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic Operations at 970-221-6630 for field
review.
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 Timber Lark, dated July 9, 2021 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 water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District
standards and specifications.
2.Construction of water and sewer facilities require a precon meeting with district operations staff prior to construction.
3.Contractor shall notify district inspectors prior to starting work.
4.Contractor shall contact the sanitation district for sewer inspection 48 hours prior to connecting to existing sewer stubs.
5.All commercial domestic services require a reduced pressure backflow prevention device.
6.All water lines shall be a minimum of (5) five feet and a maximum of (6) feet below final grade.
7.All district shall only be operated by district operations staff.
8.Pipe Pressure and vacuum testing shall be witnessed by district inspectors. Waterline bacteria tests shall also be taken by district inspectors.
9.Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that includes the dollar
value of the water and sewer improvements listed separately.
10.As-builts shall be submitted in pdf and dwg to the district for final approval.
11.If groundwater is encountered within the depth of sewer construction, manholes must be water-proofed.
12.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 work. Before commencing new construction , the contractor shall be responsible for locating all
underground utilities and shall be responsible for all unknown underground utilities.
13.All water fittings and valves are only graphically represented and are not to scale.
14.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 bicycle or
vehicle wheel paths
CS2 CONSTRUCTION NOTESGENERAL &2
CORONAAVEGOLDEN WILLOWDRIVEFO
HY DHY DC EC
HY DLID
S
D
CABLE
ELEC
ELEC
ELEC
BRKRE
VAULT
F.O.
FO
ELEC
BRKRE
D
S
D
SELEC
BRKREEE HY DFE
SXXXXXXXXXXXXXXXXXXXX
X
XXXXXXXXXXXFOFOFOFOXXXWWWXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXX
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTST
D
S STRED WILLOWDRIVEEXISTING
20' NON-EXCLUSIVE
EASEMENT
(BOOK 1891 PAGE 939)
TO BE VACATED
EXISTING TREES TO BE REMOVED
(TYPICAL)
EXISTING 40' EASEMENT & ROW
(REC. NO. 2001017733)
TO BE VACATED
EXISTING STORM DRAIN MANHOLE
TO REMAIN (TYPICAL)
EXISTING SANITARY MANHOLE
TO REMAIN (TYPICAL)
EXISTING 30" RCP STORM DRAIN
TO REMAIN (TYPICAL)
EXISTING 12" SANITARY
TO REMAIN (TYPICAL)
EXISTING
SANITARY MANHOLE
EXISTING
STORM DRAIN MANHOLE
TO REMAIN (TYPICAL)
EXISTING FIRE HYDRANT
EXISTING 8" WATER GAVE VALVE
EXISTING
ELECTRICAL BOXES
(TYPICAL)
EXISTING 12" WATERLINE
EXISTING
CABLE BOX
EXISTING
FIBRE OPTIC CABLE LINES
TO REMAIN
50' R.O.W.DEDICATED PER BOOK 2117,PAGE 226EXISTING
5' TELECOMMUNICATIONS
FACILITIES EASEMENT
(REC. NO. 950068218)
EXISTING
OVERHEAD ELECTRICAL POWER LINES
TO REMAIN
EXISTING
OVERHEAD ELECTRICAL POWER LINES
TO REMAIN
EXISTING
IRRIGATION TO BE REMOVED
EXISTING CONCRETE IRRIGATION STRUCTURE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING GATE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING
20' EASEMENT
(REC. NO. 20120069975)
TO BE VACATED ASSUMED LOCATION OF EXISTING
8" WATER STUB CONTRACTOR NEEDS TO
VERIFY PRIOR TO CONSTRUCTION
END CAP TO BE REMOVED FOR CONNECTION
FALCON RIDGE DRIVE FOSSIL CREEKCIRCLEFOSSIL CREEK PARKWAY
FOSSIL CREEKCIRCLEFALCON RIDGE DRIVE
FOSSIL CREEK PARKWAY
TIMBERLINE ROADU.P.R.R. RIGHT OF WAYEXISTING FENCE
TO BE REMOVED
EXISTING TREES TO BE REMOVED
(TYPICAL)
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 1
EXISTING IRRIGATION DITCH
TO BE REMOVED
EXISTING
IRRIGATION STRUCTURE TO BE REMOVEDWEEPINGWILLOWDRIVEEXISTING TREE TO BE PROTECTED
EXISTING IRRIGATION DITCH
TO BE REMOVED
LOT
168
LOT
159
LOT
157
LOT
156
LOT
158
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RDGOLDEN WILLOWDRIVEFO
HY DHY DXXXXXXXXXXXXXXXXXXX
EXISTING 8" WATER GATE VALVE
EXISTING FIRE HYDRANT
EXISTING
FENCE ALONG PROPERTY BOUNDARY
EXISTING CONCRETE IRRIGATION STRUCTURE
TO REMAIN
EXISTING TREES TO REMAIN
EXISTING IRRIGATION
TO BE REMOVED
EXISTING 8" WATER GATE VALVE
FALCON RIDGE DRIVE
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 11
EXISTING RETAINING WALL TO BE REMOVED
EXISTING IRRIGATION DITCH
TO BE REMOVED
ASSUMED LOCATION OF EXISTING
8" WATER STUB CONTRACTOR NEEDS TO
VERIFY PRIOR TO CONSTRUCTION
END CAP TO BE REMOVED FOR CONNECTION
ASSUMED LOCATION OF EXISTING
8" WATER STUB CONTRACTOR NEEDS TO
VERIFY PRIOR TO CONSTRUCTION
END CAP TO BE REMOVED FOR CONNECTION
EXISTING
FIBRE OPTIC CABLE BOX
EXISTING FIRE HYDRANT WEEPINGWILLOW DRIVELOT 168
CORONAAVEHY DFES
X X
X X X
XXXXXX X X X
EXISTING
16" IRRIGATION LINES
TO BE REMOVED
EXISTING 24" IRRIGATION ADS
TO REMAIN
EXISTING
20' EASEMENT
(REC. NO. 20120069975)
TO BE VACATED
FIBRE OPTIC CABLE LINES
ASSUMED LOCATION OF EXISTING
8" WATER STUB CONTRACTOR NEEDS TO
VERIFY PRIOR TO CONSTRUCTION
END CAP TO BE REMOVED FOR CONNECTION
EXISTING FENCE
TO BE REMOVED
FALCON RIDGE DRIVE
LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1
EXISTING IRRIGATION DITCH
TO BE REMOVED
EXISTING FIRE HYDRANT (TYPICAL)
EXISTING 8" WATER VALVE (TYPICAL)
EXISTING IRRIGATION CONCRETE STRUCTURE
TO BE REMOVED AND REPLACED
LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
SheetTIMBER LARK RESIDENTIALThese 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 29
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL OR MILL & OVERLAY
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA
BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A
FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED
THE DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A
CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN
HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR
ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR
MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION
ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE
CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH
AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL
TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED
TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION
OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY
(50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE
PERIMETERS OF SUCH AREAS BEING CLEARED
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING
EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED
FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE FOLLOWING CHART:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31)
WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING
SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE
FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS
ON TREE REMOVAL AND CONSTRUCTION APPLY.
10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES.
TREE PROTECTION NOTES:
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
EX1 & DEMOLITION PLANEXISTING CONDITIONS3
SEE BELOW FOR OVERALL VIEWSEE BELOW FOR OVERALL VIEW
SEE ABOVE FOR DETAILED VIEW SEE ABOVE FOR DETAILED VIEW
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
GOLDEN WILLOWDRIVECORONAAVEFO
HY DHY DC
C
HY DLID
S
D
CABLE
VAULT
F.O.
FO
D
S
D
S HY DFE
SFOFOFOFOWWWOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSTSTSTSTSTSTSTST
D
S STS S S S S S S S S S S WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWSSSSSSSSSSSSS S S S S S S S S S S S S S S S S S S S S S S S
SWWSWSWSWSWSWSWSSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSWWWWWWSSSSSSW
WWWWWWSSSSSSWWWWWWWWSSSSSSSSWWWWSSSSSSWWWWSSSSSSWWSSWWWWSSSSSSWWSSWWWWWWSSWWSSWWWWSSUD
IRR IRR
IRRIRRIRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRIRRIRRWUDUDUDUDUDUDWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS S S S S
S
SS W
W
8" SANITARY (TYPICAL)
8" WATER (TYPICAL)
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
FALCON RIDGE DRIVE FOSSIL CREEKCIRCLEFOSSIL CREEK PARKWAY
FALCON RIDGE DRIVE
FOSSIL CREEK PARKWAY
TIMBERLINE ROADWEEPINGWILLOW DRIVERED WILLOWDRIVEFOSSIL CREEKCIRCLE8" SANITARY
(TYPICAL)
8" WATER (TYPICAL)
SANITARY MANHOLE
(TYPICAL)
UNDER DRAIN (TYPICAL)
SANITARY MANHOLE
(TYPICAL)
STORM OUTLET (TYPICAL)
PROPOSED FIRE
HYDRANT
8" WATER STUB
8" WATER STUB
8" WATER STUB
STORM DRAIN (TYPICAL)
STORM DRAIN
(TYPICAL)
TYPE 'R' INLET
(TYPICAL)
EXISTING 30" STORM DRAIN
EXISTING STORM DRAIN MANHOLE
(TYPICAL)
EXISTING
OVERHEAD POWER LINES
8" WATER STUBU.P.R.R. RIGHT OF WAYUNDER DRAIN (TYPICAL)
EXISTING SANITARY MANHOLE
(TYPICAL)
PROPOSED
IRRIGATION LINE
(TYPICAL)
PROPOSED
IRRIGATION LINE
(TYPICAL)
UNDERGROUND
STORMTECH
CHAMBERS
DETENTION
POND
RAIN GARDEN 1
RAIN GARDEN 2
PROPOSED WATER
CONNECTION
PROPOSED WATER
CONNECTION
PROPOSED WATER
CONNECTION
CONNECTION TO EXISTING STORM DRAIN
PROPOSED MANHOLE
CONNECTION TO EXISTING
SANITARY SEWER
TRACT H
UDA&EAE
TRACT T
DE
TRACT Q
OPEN SPACE
TRACT E DUE
TRACT N UDA&EAE
TRACT D DETRACT C DETRACT B DE
TRACT P
DE
TRACT R
DE
TRACT S
DE
TRACT J
AE
TRACT U
DE
TRACT L
DE
TRACT A
TRACT F
UDA&EAE
TRACT G
DAE
TRACT M
AE
TRACT O
DE
BLOCK 2
BLOCK 10
BLOCK 11 BLOCK 12
BLOCK 5
BLOCK 1
BLOCK 9
BLOCK 8
BLOCK 7
BLOCK 13 BLOCK 14
BLOCK 15 BLOCK 17 BLOCK 18BLOCK 16
BLOCK 19 BLOCK 20 BLOCK 21 BLOCK 22
BLOCK 4BLOCK 3
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 1LOT
168
LOT
159
LOT
157
LOT
156
LOT
158
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
PROPOSED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
EXISTING SANITARY SEWER
STREET C
GOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B
STREET A STREET A
RED WILLOW DRIVESheetTIMBER LARK RESIDENTIALThese 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 29
OU1 OVERALL UTILITY PLAN4
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.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 BICYCLE OR VEHICLE WHEEL PATHS.
6.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.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
PROPOSED STREET LIGHT
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
KEYMAP
WWWWW
WWWWWWWWWWSSSSSSSSSSSSS S
SWWSWIRR IRR IRR IRR
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S S
S S
S
SW
GOLDEN WILLOW DRIVEWEEPINGWILLOW DRIVEFO
HY DHY D
LID
EE XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUGOLDENWILLOW DRIVEU.P.R.R. RIGHT OF WAY53' ROW
53' ROW
52' ROW 53' ROW
53' ROW
53' ROW53' ROW
52' ROW STREET B STREET EWEEPING WILLOW DRIVESTREET B
STREET A
CONNECT TO EXISTING
8" WATER STUB CONNECT TO EXISTING
8" WATER STUB
8" WATER STUB
PROPOSED FIRE
HYDRANT
8" WATER STUB
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
SSMH A7
SSMH A4-2
SSMH A4-1
SSMH A2-2
SSMH A3-1
SSMH A6
SSMH A5-1
SSMH A5 SSMH A4
SSMH A3
8" SANITARY STUB 8" SANITARY8" SANITARY
24" IRRIGATION
8" SANITARY8" WATER8" WATER 8" WATER8" SANITARY8" WATERLOT 12
TRACT A
LOT 19LOT 18
LOT 17
LOT 16
LOT 14
LOT 1
LOT 15
LOT 2 LOT 13
LOT 5
LOT 4
LOT 4
LOT 4
LOT 3
LOT 2
LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 6
LOT 4
LOT 3
LOT 2
LOT 5
LOT 1
LOT 1LOT 1
TRACT Q
OPEN SPACE
TRACT E DUE
LOT 1LOT 4
LOT 2
LOT 2LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7
LOT 6
LOT 5
LOT 2
LOT 3
LOT 1
LOT 1
LOT 6
LOT 2
LOT 3
LOT 5
LOT 7
LOT 5
LOT 4
LOT 6
LOT 3
LOT 8
LOT 9
LOT 10
LOT 11
STORM DRAIN A
BLOCK 1
BLOCK 1
BLOCK 5
BLOCK 9
BLOCK 10
BLOCK 7
30' FL-FL
30' FL-FL 30' FL-FL
30' FL-FL
15' DRAINAGE
EASEMENT
PROPOSED CONCRETE
CHANNEL TO TIE INTO
EXISTING IRRIGATION
STRUCTURE
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 11 LOT 10 LOT 9LOT 168
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
PROPOSED IRRIGATION INLET
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
8" WATER
STREET LIGHT
N:98479.03
E:202824.72
STREET LIGHT
N:98188.94
E:202864.08 STREET LIGHT
N:98161.54
E:203056.87
STREET LIGHT
N:98470.69
E:203128.50
STREET LIGHT
N:98591.35
E:203335.69
STREET LIGHT
N:98123.35
E:203411.41
STREET LIGHT
N:98358.24
E:203394.32
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD344' LF RETAINING WALL342' LF RETAINING WALL114' LF RETAINING WALL8' SIDEWALK8' SIDEWALK
SheetTIMBER LARK RESIDENTIALThese 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 29
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UT1 UTILITY PLAN5
KEYMAP
UT1 UT2 UT3
MATCHLINE SEE SHEET UT2EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.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 BICYCLE OR VEHICLE WHEEL PATHS.
6.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.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
PROPOSED STREET LIGHT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSS S
WSWSWSWSWSWSWSSWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSW
WWWWWWSSSSSSWWWWSSSSSSWWSSSSSSWWSSWWWWWWSSWWWWSSIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRWUDUDUDUDHY DC EC
S
D
ELEC
BRKRE
D
S
D
SELEC
BRKRE XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST
STRED WILLOWDRIVEUNDERGROUND
STORMTECH
CHAMBERS
57' ROW
51' ROW
57' ROW52' ROW
57' ROW
52' ROW
57' ROWSTREET GRED WILLOW DRIVESTREET IALLEY KALLEY LALLEY MALLEY OSTREET B
STREET B STREET ISTREET A STREET A
CONNECT TO EXISTING
8" WATER STUB
8" WATER STUB
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
STREET C
CONNECT TO EXISTING STORM DRAIN MANHOLE
SSMH A2-2
SSMH A2-1
SSMH A1-1
SSMH B4
SSMH B3-1A
SSMH B4-1
SSMH A2-1A
SSMH B1-1
SSMH B3
SSMH A2 SSMH A1
SSMH B3-1
SSMH AB
SSMH B2
SSMH B3-1B
SSMH B1
24" IRRIGATION
24" IRRIGATION24" IRRIGATION24" IRRIGATION
8" SANITARY 8" SANITARY8" SANITARY8" SANITARY8" WATER8" WATER8" WATER EXISTING 8" SANITARY8" WATERLOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
TRACT R
DE TRACT I
UDA&EAE
TRACT S
DE
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
TRACT O
DE
LOT 3
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 5
LOT 4
TRACT P
DE
TRACT C DETRACT B DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10
LOT 6
LOT 4
LOT 3
LOT 2
LOT 5
LOT 10
LOT 11
LOT 12
LOT 7
LOT 8
LOT 9
LOT 6
TRACT F
UDA&EAE
TRACT G
DAE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 6
LOT 6
LOT 1
LOT 2
LOT 3
LOT 6
LOT 7
TRACT H
UDA&EAE
LOT 1
LOT 2LOT 10LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 9LOT 2
LOT 8LOT 5LOT 4LOT 3 LOT 6 LOT 7 LOT 10LOT 2 LOT 9
STORM DRAIN A
STORM DRAIN A
STORM DRAIN A
BLOCK 15 BLOCK 16
BLOCK 19 BLOCK 20
BLOCK 3
BLOCK 2
BLOCK 10 BLOCK 12BLOCK 11 BLOCK 14BLOCK 13
BLOCK 8
30' FL-FL
36' FL-FL
36' FL-FL
30' FL-FL
30' FL-FL
STORM DRAIN A
STORM DRAIN B
DETENTION POND
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
LOT 4
LOT 159 LOT 157 LOT 156LOT 158 LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80
EXISTING FIRE
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
STREET LIGHT
N:98554.77
E:203680.19
STREET LIGHT
STREET LIGHT
N:98160.64
E:203599.28
STREET LIGHT
N:98160.25
E:203835.64
STREET LIGHT
N:98165.25
E:204259.32
STREET LIGHT
N:98357.70
E:204307.86
STREET LIGHT
N:98554.24
E:204328.26
STREET LIGHT
N:98554.34
E:204071.66
STREET LIGHT
N:98357.21
E:204006.36
STREET LIGHT
N:98123.35
E:204071.21
STREET LIGHT
N:98357.79
E:203659.32
STREET LIGHT
N:98592.18
E:203852.00
STREET LIGHT
PROPOSED
IRRIGATION
OUTLET
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
SheetTIMBER LARK RESIDENTIALThese 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 29
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UT2 UTILITY PLAN6
KEYMAP
UT1 UT2 UT3
MATCHLINE SEE SHEET UT3MATCHLINE SEE SHEET UT1EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.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 BICYCLE OR VEHICLE WHEEL PATHS.
6.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.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
PROPOSED STREET LIGHT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
S S S S S S S S S S S WWWWWWWWWWWWWWWWWSSSSS
WWWWWWSSSSSSWWWWWWSSSSSSWWWWWWWWSSSSSSSSWWWWSSSSSSWWWWSSSSSSWWSSWWWWSSSSSSWWSSWWWWWWSSWWSSWWWWSSUD UD UD
IRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRUDUDUDUDUDUDUDUDUDUDUDUDS WCORONAAVE CABLE
ELEC
ELEC
ELEC
BRKRE
VAULT
F.O.
FO
HY DFE
SXXXXXXXX X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXFOFOFOFOFOFOFOFOFOFOXXXXXXXXXWWWWWWWWXX X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU TIMBERLINE ROADRAIN GARDEN 1
RAIN
GARDEN 2
DETENTION POND
57' ROW
53' ROW
52' ROW
20' EOC-TBC
STREET C CORONAAVENUEALLEY MALLEY NALLEY OALLEY PSTREET A
CONNECT TO EXISTING
8" WATER STUB
CONNECT TO EXISTING
12" WATERLINE
WATER SERVICE (TYPICAL)
SANITARY SERVICE (TYPICAL)
8" SANITARY STUB
8" WATER STUB
SSMH B5
SSMH B3-1A SSMH B3-2A
SSMH B6
SSMH B3-1
SSMH B3-2
SSMH B3-1B
SSMH B3-3
SSMH B3-2B
8" SANITARY
8" SANITARY
8" WATER8" SANITARY8" SANITARY8" WATER8" WATER
8" WATER
PROPOSED STORM
CULVERTS
PROPOSED STORM
CULVERTS
69.5' HALF
ROW
57.5' HALF
ROW
TRACT I
UDA&EAE
TRACT S
DE
TRACT J
AE TRACT U
DE
TRACT K
UDA&EAE
TRACT L
DE
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
TRACT M
AE
TRACT O
DE
LOT 3
LOT 4
LOT 3
LOT 1
LOT 2
LOT 5
LOT 4
LOT 5
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
TRACT D DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 11LOT 9 LOT 10 LOT 6
TRACT T
DE
TRACT N UDA&EAE
LOT 13LOT 12 LOT 14
STORM DRAIN C
RAIN
GARDEN 2
STORM
DRAIN D
STORM DRAIN E
PROPOSED
UNDERDRAIN
PROPOSED IRRIGATION
CHANNEL
BLOCK 16 BLOCK 17 BLOCK 18
BLOCK 21BLOCK 20 BLOCK 22
BLOCK 4
PROPOSED
UNDERDRAIN
REPLACE CONCRETE
IRRIGATION STRUCTURE
WITH PROPOSED INLET
30' FL-FL
36' FL-FL
LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
EXISTING FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
STREET LIGHT
N:98590.82
E:204584.01
STREET LIGHT
N:98292.39
E:204645.00
PROPOSED IRRIGATION
OUTLET
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
SheetTIMBER LARK RESIDENTIALThese 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 29
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
UT3 UTILITY PLAN7
KEYMAP
UT1 UT2 UT3
MATCHLINE SEE SHEET UT2EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
1.ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4.MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5.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 BICYCLE OR VEHICLE WHEEL PATHS.
6.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.
7.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8.ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9.ALL WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
PROPOSED STREET LIGHT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
CORONAAVEUD
IRR IRR
IRRIRRIRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRIRRIRRUDUDUDUDUDUDGOLDEN WILLOWDRIVED
DD FE
SSTSTSTSTSTSTSTST
DST
FALCON RIDGE DRIVE FOSSIL CREEKCIRCLEFOSSIL CREEK PARKWAY
FALCON RIDGE DRIVE
FOSSIL CREEK PARKWAY
TIMBERLINE ROADUNDERGROUND
STORM CHAMBERS RAIN GARDEN 2DETENTION POND
STREET C
GOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET GSTREET ICORONAAVENUEALLEY KALLEY LALLEY MALLEY NALLEY OALLEY PSTREET B
STREET A STREET A
RED WILLOW DRIVETRACT H
UDA&EAETRACT E DUE
TRACT N UDA&EAE
TRACT M
AE
TRACT O
DE
LOT 5
TRACT F
UDA&EAE
TRACT G
DAE
TRACT I
UDA&EAE
TRACT J
AE
TRACT K
UDA&EAE
TRACT L
DE
TRACT D DE
TRACT C DETRACT B DE
BLOCK 9
BLOCK 10
BLOCK 11 BLOCK 12 BLOCK 13
BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18
BLOCK 7 BLOCK 8
BLOCK 22BLOCK 19 BLOCK 20 BLOCK 21
BLOCK 2
BLOCK 6
BLOCK 5
BLOCK 3 BLOCK 4 BLOCK 4WEEPINGWILLOW DRIVERED WILLOWDRIVEFOSSIL CREEKCIRCLEBLOCK 14
U.P.R.R. RIGHT OF WAYRETAINING
WALL
RETAINING
WALL RAIN GARDEN 2
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 1LOT
168
LOT
159
LOT
157
LOT
156
LOT
158
LINDEN PARK P.D.P.,
1ST REPLAT
LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
SheetTIMBER LARK RESIDENTIALThese 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 29
OGR1OVERALL GRADING PLAN8
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
KEYMAP
LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.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.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE 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 ZONES.
NATURAL HABITAT BUFFER ZONES
IRR IRR IRR IRR
53'
ROW
52'
ROW 53'
ROW
53'
ROW53'
ROW
53'
ROW
52' ROW WEEPINGWILLOW DRIVEGOLDENWILLOW DRIVEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXX
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUU.P.R.R. RIGHT OF WAYLOT 1
LOT 1LOT 1
TRACT Q
OPEN SPACE
TRACT E DUE
LOT 1LOT 4
LOT 2
LOT 2LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7
LOT 6
LOT 5
LOT 2
LOT 3
LOT 1
LOT 1
LOT 6
LOT 2
LOT 3
LOT 5
LOT 7
LOT 5
LOT 4
LOT 6
LOT 3
LOT 8
LOT 9
LOT 10
LOT 11 LOT 4
LOT 3
LOT 2
LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 6
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 4
BLOCK 9
BLOCK 10
BLOCK 7
BLOCK 6
BLOCK 5
STREET BGOLDEN WILLOW DRIVESTREET EWEEPING WILLOW DRIVESTREET B
STREET A
6' CONCRETE PAN
(TYPICAL)344' LF RETAINING WALL342' LF RETAINING WALL114' LF RETAINING WALL8' SIDEWALK8' SIDEWALK8' SIDEWALK
52' ROW6.9%2.3%3.4%
3.
0%
3.1%
3.2%
2
.
5%2.5%2.3%3.7%INLET A8
STMH A7
STMH A5
INLET A6-1A
STMH A6
INLET A6-1B
IR INLET A5
PROPOSED CONCRETE
CHANNEL TO TIE INTO
EXISTING IRRIGATION
STRUCTURE
LOT 19LOT 18LOT 17LOT 16
LOT 14
LOT 15
LOT 2 LOT 13
LOT 1
LOT 5LOT 12
PROPOSED
CONCRETE CHANNEL
(6" CURB)
PROPOSED CURB CUT
AND SIDEWALK CHASE
15' DRAINAGE
EASEMENT
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 11 LOT 10 LOT 9LOT 168
OWNER: JACQUELYN & LANE HANSON
1630 E TRILBY RD
OWNER: MATTHEW ALLDREDGE
1702 E TRILBY RD
SheetTIMBER LARK RESIDENTIALThese 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 29
KEYMAP
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
GR1 GRADING PLAN9
GR1 GR2 GR3
MATCHLINE SEE SHEET GR2LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.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.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE 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 ZONES.
NATURAL HABITAT BUFFER ZONES
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
RED WILLOWDRIVEIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRIRRUDUDUDUD57'
ROW
51' ROW
57'
ROW
52'
ROW
20' EOC-EOC
20' EOC-EOC
57'
ROW
D
DD
XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
STLOT 6
LOT 7
TRACT H
UDA&EAE
LOT 1
TRACT O
DE
LOT 3
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 5
LOT 4
LOT 2LOT 10LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 9LOT 2
LOT 8LOT 5LOT 4LOT 3 LOT 6 LOT 7 LOT 10LOT 2 LOT 9
LOT 6
LOT 4
LOT 3
LOT 2
LOT 5
LOT 10
LOT 11
LOT 12
LOT 7
LOT 8
LOT 9
LOT 6
TRACT F
UDA&EAE
TRACT G
DAE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 6
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 9
LOT 7
LOT 8
LOT 10
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
TRACT R
DE
TRACT I
UDA&EAE
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
TRACT C DE
TRACT B DELOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 11LOT 8 LOT 9 LOT 10
BLOCK 10
BLOCK 11 BLOCK 12 BLOCK 13 BLOCK 14
BLOCK 15
BLOCK 16
20' EOC-EOC
BLOCK 8
BLOCK 19 BLOCK 20
BLOCK 2 BLOCK 3
STREET GSTREET IALLEY KALLEY LALLEY MALLEY OSTREET B STREET B STREET ISTREET A
RED WILLOW DRIVE6' CONCRETE PAN (TYPICAL)
UNDERGROUND
STORM
CHAMBERS5' SIDEWALK5' SIDEWALKDETENTION POND
2' CONCRETE PAN
(TYPICAL)
TRACT P
DE
2
4
.
8
%25.5%26.2%21.9%22.3%6.2%21.1%23.3%25.3%26.7%3.7%5.2%4.4%4.1%2
.
3%
2.
9
%
2.1%
2.
3
%
3.2
%
2.3
%
2
.
4%
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
STMH A4-9N
INLET A4-8N
STMH A4-8N
INLET A4-10N
INLET A4-7N
INLET A4-11N
STMH A5
STMH A4
INLET A3-1
STMH A3
INLET A2
FES A1
CONNECTION A4-6N
STMH B2
FES B1
IRMH A4
IRMH A3
IRMH A2
IR INLET A1
PROPOSED
IRRIGATION LINE
FES H2
CONNECTION TO
EXISTING CONCRETE
MANHOLE
GRASS-LINED SWALE
PROPOSED
UNDERDRAIN
INLET A4-1S
INLET A4-1N
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
LOT 4
LOT 159 LOT 157 LOT 156LOT 158 LOT 74LOT 75LOT 76LOT 77LOT 78LOT 79LOT 80
24" IRRIGATION24" IRRIGATION
PROPOSED IRRIGATION
OUTLET
2' CONCRETE PAN
(TYPICAL)23.5%OWNER: RIC & CHERYL LEWIS
1790 E TRILBY RD
OWNER: RIC & CHERYL LEWIS
1854 E TRILBY RD
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
SheetTIMBER LARK RESIDENTIALThese 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 29
KEYMAP
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
GR2 GRADING PLAN10
GR1 GR2 GR3
LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.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.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE 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 ZONES.
NATURAL HABITAT BUFFER ZONES
MATCHLINE SEE SHEET GR1MATCHLINE SEE SHEET GR3CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
UD UD UD
IRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRUDUDUDUDUDUDUDUDUDUDUDUD52' ROW
53'
ROW
20' EOC-EOC
57' ROWFES
XXXXXXXX X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUCORONA AVETIMBERLINE ROADLOT 6
TRACT T
DE
TRACT N UDA&EAE
TRACT M
AE
TRACT O
DE
LOT 3
LOT 4
LOT 3
LOT 1
LOT 2
LOT 5
LOT 4
LOT 5
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
LOT 13LOT 12 LOT 14
TRACT I
UDA&EAE
TRACT S
DE
TRACT J
AE
TRACT U
DE
TRACT K
UDA&EAE
TRACT L
DE
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
TRACT D DE
LOT 1 LOT 3 LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 2LOT 11LOT 9 LOT 10
BLOCK 16 BLOCK 17 BLOCK 18
20' EOC-EOC
BLOCK 22
BLOCK 20 BLOCK 21
BLOCK 4 BLOCK 4
STREET C CORONA AVENUEALLEY MALLEY NALLEY OALLEY PSTREET A
RAIN GARDEN 1
RAIN GARDEN
2
DETENTION POND
2' CONCRETE PAN
(TYPICAL)
2' CONCRETE PAN
(TYPICAL)22.3%17.5%23.4%21.2%
1
7
.
4
%
25.5%
18.4%
12.5%
24.4%19.5%24.9%22.0%14.6%15.3%19.9%21.5%26.7%22.3%12.
5
%2.1%PROPOSED 2' CURB CUT
& CONCRETE RUN-DOWN
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
OUTLET C4
FES C1
INLET D4
FES D1
PROPOSED 2' CURB
CUT & SIDEWALK
CHASE
OUTLET E2
FES E1
IR INLET B4
IRMH B3
IR INLET B1
IRMH B2
PROPOSED
IRRIGATION LINE
FES G2 FES G1STORM DRAINFES H2 FES H1
STORM DRAIN
FES F1
STORM DRAIN
FES F2
INLET D2
INLET D3
STORM DRAIN
STORM DRAIN
INLET C2
INLET C3
2.8%4.5%RAIN GARDEN
2
REPLACE CONCRETE
IRRIGATION STRUCTURE
WITH PROPOSED INLET
PROPOSED
UNDERDRAIN
PROPOSED IRRIGATION
CHANNEL25.7%25.8%LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1LOT 74 LOT 70 LOT 68 LOT 67 LOT 66 LOT 65 LOT 64
PROPOSED IRRIGATION
OUTLET
TIE TO EXISTING
IRRIGATION CHANNEL
24" IRRIGATION
24" IRRIGATION16.0%4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK4.5' SIDEWALK8.6%2.3%
OWNER: SUSAN LEVINE
REVOCABLE TRUST
1900 E TRILBY RD
OWNER: BARBARA
KEEN LIVING TRUST
6417 S TIMBERLINE RD
SheetTIMBER LARK RESIDENTIALThese 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 29
KEYMAP
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
GR3 GRADING PLAN11
GR1 GR2 GR3
LEGEND:
ST
1.A DETAILED LOT GRADING PLAN SHALL BE PROVIDED AT THE TIME OF BUILDING
PERMIT TO ENSURE COMPLIANCE WITH LOT CERTIFICATION REQUIREMENTS. THIS
MAY REQUIRE RETAINING WALLS OR EXPOSED FOUNDATIONS TO MEET SLOPE
REQUIREMENTS.
2.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.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LODLIMITS OF DEVELOPMENT
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
1.THE NATURAL HABITAT BUFFER ZONES ARE 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 ZONES.
NATURAL HABITAT BUFFER ZONES
MATCHLINE SEE SHEET GR2CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
LINDEN PARKP.D.P., 1ST REPLATLOT 18LOT 17LOT 16LOT 15LOT 14LOT 13LINDEN PARKP.D.P., 1ST REPLATSTA. = 10+00.00
(STREET E)
STA. = 12+63.21
(STREET B)
STREET B
SEE SHEET
R5 - R6
STREET B
SEE SHEET
R5 - R6
∆
STREET E
STREET ALOT 12
LOT 18
LOT 17
LOT 16
LOT 14
LOT 15
LOT 13
LOT 5
LOT 5
LOT 3
LOT 6
LOT 2
LOT 7
LOT 8 LOT 9 LOT 10 LOT 11
LOT 4LOT 3LOT 2 LOT 6LOT 1
LOT 4
TRACT ABLOCK 1
BLOCK 9BLOCK 730' FL - FL 53'
ROW
SEE THIS SHEET
FOR EYEBROW PLAN & PROFILEROLL OVER CURB
& GUTTER
ROLL OVER CURB
& GUTTER
STOP SIGN
w/ STREET NAME
STORM DRAIN A
PROPOSED CURB
CUT & SIDEWALK
CHASE
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 14+504937.374937.214937.714938.214938.714939.214939.714940.214940.714941.214941.714942.214942.714943.214943.714944.214944.714945.214945.712.20%
-2.20%-2.20%
2.20%
2.00%
2.00%PVI STA = 9+86.17PVI ELEV = 4937.07PVI STA = 10+00.00PVI ELEV = 4937.37PVI STA = 10+13.00PVI ELEV = 4937.08PVI STA = 10+16.00PVI ELEV = 4937.02PVI STA = 10+19.83PVI ELEV = 4937.10PVI STA = 14+00.00PVI ELEV = 4944.71 STORM DRAIN
STA.=10+10.00
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
STREET E
SEE THIS
SHEET
∆
∆
∆
STREET A
SEE SHEET
R1 - R4
BLOCK 1
LOT 11
LOT 4 LOT 6
LOT 12
TRACT ALOT 18
LOT 17
LOT 16
LOT 14
LOT 15
LOT 13
LOT 5
BLOCK 1
BLOCK 9 BLOCK 1PROPOSED CURB
CUT & SIDEWALK
CHASE
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 12+504948.484948.634948.994949.824951.184952.474953.244953.434953.342.00%
2.00%
2.40%
1.60%
1.20%PVI STA = 10+00.00PVI ELEV = 4942.77PVI STA = 10+25.00PVI ELEV = 4943.27PVI STA = 10+50.00PVI ELEV = 4943.67PVI STA = 11+87.26PVI ELEV = 4945.79PVI STA = 12+12.26PVI ELEV = 4946.2950.0' VC
PVI STA = 11+48.12
PVI ELEV = 4944.85
BCVS: 11+23.12BVCE: 4944.55ECVS: 11+73.12EVCE: 4945.45A.D. = 1.20
K = 41.72
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GRADE
@ EYEBROW FLOWLINE
EXISTING GRADE
@ EYEBROW FLOWLINE
SheetTIMBER LARK RESIDENTIALThese 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 29
MATCH
LINE
STA
14+50
STREET E & STREET A
R1 PLAN AND PROFILESTREET E & STREET A12
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR214+50KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R2 R3 R4
R1
STREET E & STREET A EYEBROW
PROFILE SCALE:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WEEPINGWILLOW DRIVEIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRSTREET A
STA. = 20+70.26
(STREET A)
STA. = 10+00.00
(ALLEY K)
LOT 15 LOT 14 LOT 13 LOT 12
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 11 LOT 10 LOT 9 LOT 8
LINDEN PARK
P.D.P., 1ST REPLAT
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 7 LOT 6
STA. = 16+71.76
(STREET A)
STA. = 11+31.50
(WEEPING WILLOW DRIVE)
STA. = 19+38.26
(STREET A)
STA. = 10+00.00
(STREET G)
ALLEY K
SEE SHEET
R15
STREET G
SEE SHEET
R10
WEEPING WILLOW
DRIVE
SEE SHEETS
R11 - R12
4.5' SIDEWALK
4.5' SIDEWALK
LOT 1 LOT 8LOT 7LOT 6LOT 5LOT 4LOT 3 LOT 9LOT 2
LOT 9
LOT 10 LOT 1
LOT 2
LOT 6 LOT 7LOT 7
TRACT GDAETRACT F
UDA&EAE
TRACT B DE
BLOCK 2
BLOCK 10
BLOCK 9
BLOCK 12BLOCK 11
LOT 6
LOT 19LOT 18
LOT 17
4.5' SIDEWALK
52'
ROW 30' FL - FL
87.4°
92.6°
52'
ROW
30' FL - FL
52'
ROW 30' FL - FL
ROLL OVER CURB
& GUTTER
VERTICAL CURB
& GUTTERVERTICAL CURB
& GUTTER
ROLL OVER CURB
& GUTTER 9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004945.714946.214946.714947.154947.434947.534947.474947.244946.934946.624946.304945.994945.684945.374945.054944.744944.434944.124943.804943.494943.184942.874942.554942.244941.934941.624941.304940.994940.684940.374940.05-1.25%
2.00%
120.0' VC
HP ELEV = 4947.54
HP STA = 15+78.41
PVI STA = 15+64.57
PVI ELEV = 4948.00
BVCS: 15+04.57BVCE: 4946.80EVCS: 16+24.57EVCE: 4947.25A.D. = 3.25
K = 36.92
PROPOSED
GROUND
EXISTING
GROUND
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA22+00STREET A
R2 PLAN AND PROFILESTREET A13
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR322+00STAMATCH LINESEE SHEET14+50R1KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R2 R3 R4
R1
MATCHLINESTA14+50CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
RED WILLOWDRIVEIRR IRR
IRRIRRIRRIRRIRRUDUDUDD
F E
SSTSTSTSTSTSTLINDEN PARK
P.D.P., 1ST REPLAT
LOT 6 LOT 5
LINDEN PARK
P.D.P., 1ST REPLAT
LOT 4 LOT 3 LOT 2
LINDEN PARK
P.D.P., 1ST
REPLAT
LOT 1
STREET A
52' ROW
TRACT I
UDA&EAE
LOT 4 LOT 5LOT 1 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 6LOT 2LOT 10
BLOCK 2 BLOCK 3
STA. = 23+24.26
(STREET A)
STA. = 11+31.50
(RED WILLOW DRIVE)
STA. = 24+53.76
(STREET A)
STA. = 10+00.00
(ALLEY L)
STA. = 25+83.26
(STREET A)
STA. = 28+57.12
(STREET B & I)
STA. = 27+14.51
(STREET A)
STA. = 21+72.00
(ALLEY M)
STA. = 29+21.76
(STREET A)
STA. = 11+31.50
(CORONA AVENUE)
STA. = 11+31.50
(ALLEY N)
CORONA AVENUE
SEE SHEET
R4
ALLEY M
SEE SHEET
R16
STREET I
SEE SHEETS
R5 - R6
ALLEY N
SEE SHEET
R16
RED WILLOW DRIVE
SEE SHEETS
R13 - R14
ALLEY L
SEE SHEET
R15 CORONA AVEEXISTING
30" STORM DRAIN
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
TRACT L
DE
TRACT H
UDA&EAE
LOT 1 LOT 3LOT 2LOT 11LOT 8 LOT 9 LOT 10 LOT 13LOT 12 LOT 14
LOT 9
LOT 10 LOT 1
LOT 2
LOT 6
LOT 5
LOT 7
TRACT G
DAE BLOCK 13BLOCK 14BLOCK 15LOT 2
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
BLOCK 18BLOCK 17BLOCK 1630' FL - FL
52' ROW
30' FL - FL 52' ROW 52'
ROW30' FL - FL
VERTICAL CURB
& GUTTER
ROLL OVER CURB
& GUTTER
VERTICAL CURB
& GUTTER
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+504940.054939.744939.464939.284939.234939.294939.454939.614939.774939.944940.104940.264940.424940.594940.754940.914941.074941.244941.404941.564941.734941.894942.054942.214942.364942.414942.374942.234942.024941.814941.604941.384941.174940.964940.744940.534940.324940.104939.890.65%
-1.25%
-0.85%
100.0' VC
HP ELEV = 4942.41
HP STA = 28+26.62
PVI STA = 28+33.38
PVI ELEV = 4942.59
BVCS: 27+83.35BVCE: 4942.27EVCS: 28+83.40EVCE: 4942.17A.D. = 1.50
K = 66.49
100.0' VC
LP ELEV = 4939.23
LP STA = 22+99.03
PVI STA = 22+83.26
PVI ELEV = 4939.01
BCVS: 22+33.24BVCE: 4939.64ECVS: 23+33.28EVCE: 4939.34A.D. = 1.90
K = 52.63
PROPOSED
GROUND
EXISTING
GROUND
EXISTING 30" RCP STORM DRAIN
STA.=23+32.80
INV.=4925.46
STORM DRAIN
STA.=22+80.59
STORM DRAIN
STA.=22+13.26
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA22+00R3 PLAN AND PROFILESTREET A14
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR431+50STAMATCH LINESEE SHEET22+00R2KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
STREET A MATCHLINESTA31+50R2 R3 R4
R1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
IRR IRR IRR
IRRIRRIRRIRRUDUDUDUDUDUDSTREET A
52' ROW
TRACT D DE
LOT 5 LOT 9LOT 7 LOT 8 LOT 11LOT 10 LOT 12LOT 6
TRACT L
DE TIMBERLINE ROAD24" IRRIGATION LATERAL
BLOCK 4 BLOCK 4
4.5' SIDEWALK
4.5' SIDEWALK
30' FL - FL
CONNECT TO EXISTING
TIMBERLINE ROAD
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT 15' UTILITY EASEMENT15' UTILITYEASEMENT4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
31+50 32+00 33+00 34+00 35+00 36+004939.894939.684939.464939.254939.044938.824938.614938.404938.184937.974937.754937.544937.454937.564937.874938.35-0.85%
2.00%PVI STA = 35+26.88PVI ELEV = 4938.3890.0' VC
LP ELEV = 4937.45
LP STA = 34+48.80
PVI STA = 34+66.88
PVI ELEV = 4937.18
BCVS: 34+21.88BVCE: 4937.57ECVS: 35+11.88EVCE: 4938.08A.D. = 2.85
K = 31.54
PROPOSED
GROUND
EXISTING
GROUND
24" IRRIGATION
STA.=32+63.55
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+004945.154944.614943.894942.984941.984941.684941.354940.534939.70PROPOSED
GROUND
EXISTING
GROUND
-2.20%
-1.77%
-4.0
0
%
-2.20%
2.20%
-3.30
%PVI STA = 9+78.12PVI ELEV = 4945.54PVI STA = 11+44.50PVI ELEV = 4941.54PVI STA = 11+11.67PVI ELEV = 4941.52PVI STA = 11+14.67PVI ELEV = 4941.45PVI STA = 11+31.50PVI ELEV = 4941.8275.0' VC
PVI STA = 10+37.50
PVI ELEV = 4944.48
BVCS: 10+00BVCE: 4945.15EVCS: 10+75EVCE: 4942.98A.D. = 2.23
K = 33.63
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINEIRR U
D
UD UD
FESCORONA AVENUE ALLEY N
SEE SHEET
R16
STREET A
SEE SHEETS
R1 - R4
STREET A
SEE SHEETS
R1 - R4LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 153' ROW
30' FL-FL LOT 7LOT 6TRACT J
AE
TRACT K
UDA&EAE
LOT 2LOT 3LOT 1LOT 6LOT 5LOT 7LOT 2LOT 3LOT 1STA. = 11+31.50
(CORONA AVENUE)
STA. = 29+21.76
(STREET A)
STA. = 11+31.50
(ALLEY N)LOT 2LOT 4LOT 3LOT 6LOT 4LOT 5BLOCK 16
BLOCK 17
BLOCK 18
LOT 7LOT 1LOT 13
LOT 12
LOT 14
BLOCK 3
LOT 1
LOT 3
LOT 2
BLOCK 4
CONNECT TO EXISTING
PAVEMENT
ROLL OVER CURB
& GUTTER
TRACT L
DE
4.5' SIDEWALK
4.5' SIDEWALK
6' CONCRETE PAN
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA31+50STREET A
R4 PLAN AND PROFILESTREET A & CORONA AVENUE15
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEET31+50R3KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROFILE SCALE:
NORTH
CORONA AVENUEFALCON RIDGE DRIVER3 R4
R4
R2 R3
R1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
IRRIRRIRRIRRIRRIRRUDUDUDDSTSTSTSTSTST ST
STREET B STREET B
STA. = 10+00.00
(STREET B & I)
STA. = 15+62.51
(GOLDEN WILLOW DRIVE)
STA. = 12+63.21
(STREET B & I)
STA. = 14+31.00
(STREET E)
STA. = 15+29.21
(STREET B & I)
STA. = 15+62.50
(WEEPING WILLOW DRIVE)
STA. = 17+95.21
(STREET B & I)
STA. = 14+31.00
(STREET G)
STA. = 19+27.71
(STREET B & I)
STA. = 14+31.00
(ALLEY K)
STA. = 21+81.71
(STREET B & I)
STA. = 15+62.50
(RED WILLOW DRIVE)
GOLDEN WILLOW
DRIVE
SEE SHEETS
R8 - R9
STREET E
SEE SHEET
R1 - R4
RED WILLOW
DRIVE
SEE SHEETS
R13 - R14
ALLEY K
SEE SHEET
R15
STREET G
SEE SHEET
R10
WEEPING WILLOW
DRIVE
SEE SHEETS
R11 - R12
52' ROW 30' FL-FL
ROLL OVER CURB
& GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
ROLL OVER CURB
& GUTTER
EXISTING STORM DRAIN
EXISTING STORM DRAIN
MANHOLE
LOT 4
LOT 1LOT 1
LOT 1LOT 4
LOT 2 LOT 11
LOT 12
LOT 2 LOT 11
LOT 12
LOT 1
LOT 2
LOT 3
LOT 4
LOT 10
LOT 9
LOT 8
LOT 7
LOT 8LOT 5LOT 4LOT 3 LOT 6 LOT 7 LOT 10LOT 2 LOT 9LOT 8LOT 5LOT 1 LOT 3 LOT 6LOT 2 LOT 7
LOT 6
LOT 5
LOT 2
LOT 3
LOT 7
LOT 6
LOT 8
LOT 9
BLOCK 10BLOCK 9BLOCK 1
BLOCK 6
BLOCK 7 BLOCK 8
TRACT F
UDA&EAE
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
6' CONCRETE PAN
6' CONCRETE PAN 6' CONCRETE PAN 6' CONCRETE PAN
PROPOSED CURB CUT &
SIDEWALK CHASE
6' CONCRETE PAN
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+004941.834939.634937.844937.134936.484936.064936.604937.184936.844936.194935.544934.894941.284940.734940.184939.084938.574938.164937.624937.454937.294936.974936.804936.644936.324936.164936.074936.134936.274936.444936.764936.924937.084937.204937.144937.004936.684936.524936.354936.034935.874935.704935.384935.224935.054934.734934.574934.40PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
-0.65%0.65%
2.20%
-2.20%
-0.65%PVI STA = 9+86.17PVI ELEV = 4941.53PVI STA = 10+00.00PVI ELEV = 4941.83100.0' VC
HP ELEV = 4937.21
HP STA = 17+18.60
PVI STA = 17+18.60
PVI ELEV = 4937.37
BVCS: 16+68.60BVCE: 4937.04EVCS: 17+68.60EVCE: 4937.04A.D. = 1.30
K = 76.92
100.0' VC
PVI STA = 11+77.56
PVI ELEV = 4937.93
BCVS: 11+27.56BVCE: 4939.03ECVS: 12+27.56EVCE: 4937.60A.D. = 1.55
K = 64.52
100.0' VC
LP ELEV = 4936.05
LP STA = 14+90.88
PVI STA = 14+90.88
PVI ELEV = 4935.89
BCVS: 14+40.88BVCE: 4936.21ECVS: 15+40.88EVCE: 4936.21A.D. = 1.30
K = 76.92
PROPOSED
GROUND
EXISTING
GROUND
EXISTING 30" RCP STORM DRAIN
STA.=21+89.58
INV.=4923.33
STORM DRAIN
STA.=14+88.54 STORM DRAIN
STA.=20+70.71
STORM DRAIN
STA.=21+08.35
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA22+00R5 PLAN AND PROFILESTREET B16
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR622+00KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
STREET B
R5
R6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
DSTSTSTSTSTSTSTSTSTSTSTSTSTSTREET ISTREET BSTA. = 25+99.12
(STREET B & I)
STA. = 10+00.00
(STREET C)
STA. = 28+57.12
(STREET B & I)
STA. = 25+83.26
(STREET A)
STREET A
SEE SHEETS
R1 - R4
STREET C
SEE SHEET
R7
STA. = 23+11.21
(STREET B & I)
STA. = 14+31.00
(ALLEY L)
∆
RED WILLOW DRIVE
SEE SHEETS
R13 - R14
ALLEY L
SEE SHEET
R15
57' ROW
51' ROW
30' FL-FL
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER TRACT C DELOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 4 LOT 5 LOT 9LOT 7 LOT 8 LOT 10
LOT 10 LOT 9 LOT 8 LOT 7 LOT 3LOT 5 LOT 4 LOT 1LOT 2LOT 6
LOT 6
LOT 1 LOT 2 LOT 3
LOT 2
BLOCK 19BLOCK 19
BLOCK 3
TRACT O
DE
BLOCK 13
BLOCK 14
TRACT H
UDA&EAE
4.5' SIDEWALK
4.5' SIDEWALK
36' FL - FL
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED CURB CUT
& SIDEWALK CHASE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 29+504934.244934.084933.924933.754933.594933.454933.474933.664934.024934.394934.774935.144935.524935.894936.274936.644937.024937.394937.774938.144938.524938.894939.274939.644940.024940.394940.81PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
1.50%
2.20%-2.20%
-0.65%PVI STA = 28+44.12PVI ELEV = 4940.68PVI STA = 28+57.12PVI ELEV = 4940.96PVI STA = 28+70.95PVI ELEV = 4940.6675.0' VC
LP ELEV = 4933.44
LP STA = 23+35.17
PVI STA = 23+50.00
PVI ELEV = 4933.27
BCVS: 23+12.50BVCE: 4933.51ECVS: 23+87.50EVCE: 4933.83A.D. = 2.15
K = 34.88
STORM DRAIN
STA.=23+36.73
PROPOSED
GRADE
EXISTING
GRADE STSTSTSTSTSTSTSTSTREET I
SEE SHEETS
R5 - R6
STREET B
SEE SHEETS
R5 - R6
TRACT H
UDA&EAE
LOT 4 LOT 5 LOT 7
LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4LOT 6
LOT 6
LOT 1 LOT 2 LOT 3
BLOCK 19BLOCK 19
TRACT O
DE
BLOCK 13
BLOCK 14
RED WILLOW DRIVE
SEE SHEETS R13 - R14
STREET C
SEE SHEET
R7
∆
∆
∆
VERTICAL CURB
& GUTTER
VERTICAL CURB & GUTTER
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 12+504932.994933.114933.244933.474933.694933.914934.144934.454934.84PROPOSED GRADE
@ EYEBROW FLOWLINE
EXISTING GRADE
@ EYEBROW FLOWLINE
0.50%
0.90%2.00%PVI STA = 10+00.00PVI ELEV = 4932.99PVI STA = 10+48.76PVI ELEV = 4933.23PVI STA = 12+24.66PVI ELEV = 4935.3275.0' VC
PVI STA = 11+78.05
PVI ELEV = 4934.39
BCVS: 11+40.55BVCE: 4934.05ECVS: 12+15.55EVCE: 4935.14A.D. = 1.10
K = 67.96
PROPOSED
GRADE
EXISTING
GRADE
SheetTIMBER LARK RESIDENTIALThese 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 29
MATCH
LINE
STA
22+00
R6 PLAN AND PROFILESTREET B & STREET I17
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEET22+00R5KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
STREET B & STREET I STREET B & STREET I EYEBROW
PROFILE SCALE:
R5
R6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STREET C
STA. = 10+00.00
(STREET C)
STA. = 25+99.12
(STREET B & I)
STA. = 11+30.00
(STREET C)
STA. = 19+14.00
(ALLEY M)
STA. = 19+14.00
(ALLEY O)
STA. = 13+38.50
(STREET C)
STA. = 13+89.50
(ALLEY N)
STA. = 13+89.50
(ALLEY P)
ALLEY M
SEE SHEET
R16
STREET I
SEE SHEETS
R5 - R6
ALLEY N
SEE SHEET
R16
ALLEY P
SEE SHEET
R17
ALLEY O
SEE SHEET
R17STREET B
SEE SHEETS
R5 - R6
57' ROW36' FL-FL
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
LOT 6
LOT 6
LOT 1
LOT 2
LOT 3
LOT 6
LOT 4
LOT 5
LOT 7
LOT 8
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 8 TRACT I
UDA&EAE
LOT 8
TRACT JAELOT 7TRACT K
UDA&EAE
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 4
LOT 5
LOT 7
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 4
LOT 5
LOT 7
TRACT MAETRACT O
DE
LOT 3
LOT 4
LOT 3
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 5
LOT 4
LOT 5
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
TRACT L
DE
TRACT O
DEBLOCK 13BLOCK 14
BLOCK 15 BLOCK 16 BLOCK 18BLOCK 17
BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT HUDA&EAETRACT N UDA&EAE
ALLEY L
SEE SHEET
R15
TIMBERLINE ROAD4.5' SIDEWALK
4.5' SIDEWALK
STOP SIGN
w/ STREET NAMES PROPOSED TYPE
3 BARRICADE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+004937.004936.594936.434936.274936.104935.944935.784935.624935.454935.294935.134934.974934.804934.644934.484934.324934.154933.994933.924933.994934.19PVI STA = 9+84.00PVI ELEV = 4936.65PVI STA = 10+00.00PVI ELEV = 4937.00PVI STA = 10+16.00PVI ELEV = 4936.65PVI STA = 15+06.14PVI ELEV = 4934.2575.0' VC
LP ELEV = 4933.92
LP STA = 14+50.69
PVI STA = 14+58.64
PVI ELEV = 4933.77
BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65
K = 45.45
75.0' VC
LP ELEV = 4933.92
LP STA = 14+50.69
PVI STA = 14+58.64
PVI ELEV = 4933.77
BCVS: 14+21.14BVCE: 4934.02ECVS: 14+96.14EVCE: 4934.15A.D. = 1.65
K = 45.45
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
PROPOSED
GRADE EXISTING
GRADE
2.20%-2.20%-0.65%
1.00%
STORM DRAIN
STA.=14+50.69
2.00%
0.60%1.00%-0.60%PVI STA = 19+58.20PVI ELEV = 4935.50PVI STA = 19+38.74PVI ELEV = 4935.1175.0' VC
HP ELEV = 4934.61
HP STA = 15+65.46
PVI STA = 15+56.21
PVI ELEV = 4934.75
BVCS: 15+18.71BVCE: 4934.37EVCS: 15+93.71EVCE: 4934.52A.D. = 1.60
K = 46.75
75.0' VC
LOW PT ELEV = 4933.89
LOW PT STA = 17+17.47
PVI STA = 17+17.46
PVI ELEV = 4933.77
BVCS: 16+79.96BVCE: 4934.00EVCS: 17+54.96EVCE: 4934.00A.D. = 1.21
K = 62.06
FUTURE GROUND
@ ROAD CENTERLINE
SheetTIMBER LARK RESIDENTIALThese 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 29
R7 PLAN AND PROFILESTREET C18
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
STREET C
R7
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
GOLDEN
WILLOW DRIVE GOLDEN WILLOW DRIVELINDEN PARKP.D.P., 1ST REPLATLOT 19LOT 18LOT 17STA. = 15+62.51
(GOLDEN WILLOW DRIVE)
STA. = 10+00.00
(STREET B & I)
STREET B
SEE SHEETS
R5 - R6
53' ROW 30' FL-FL
ROLL OVER CURB
& GUTTER
ROLL OVER CURB
& GUTTER
CONNECT TO EXISTING
PAVEMENT
TRACT E DUE
LOT 4 LOT 4LOT 2 LOT 3LOT 1LOT 1 LOT 6LOT 2 LOT 3 LOT 5
LOT 7LOT 5 LOT 6
LOT 8LOT 9LOT 10LOT 11
LOT 1
LOT 2
LOT 5
BLOCK 7
6' CONCRETE PAN
BLOCK 1
BLOCK 5 BLOCK 6
4.5' SIDEWALK
4.5' SIDEWALK
LOT 2 LOT 4LOT 3LOT 1
TRACT Q
OPEN SPACE
LOT 14
89.6°90.4°
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
-0.50%
-0.65%
-2.20%2.20%
0.65%
-3.00
%PVI STA = 9+77.98PVI ELEV = 4951.00PVI STA = 15+43.51PVI ELEV = 4941.75PVI STA = 15+46.51PVI ELEV = 4941.68PVI STA = 15+49.51PVI ELEV = 4941.75100.0' VC
PVI STA = 10+69.75
PVI ELEV = 4950.54
BVCS: 10+19.75BVCE: 4950.79EVCS: 11+19.75EVCE: 4949.04A.D. = 2.50
K = 40.00
100.0' VC
PVI STA = 13+12.93
PVI ELEV = 4943.25
BCVS: 12+62.93BVCE: 4944.75ECVS: 13+62.93EVCE: 4942.92A.D. = 2.35
K = 42.55
4950.894949.594946.634943.804942.684942.034950.764950.534950.134948.884948.134947.384945.884945.134944.404943.344943.024942.844942.524942.364942.194941.874941.754941.91PROPOSED
GRADE
EXISTING
GRADE
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA16+00R8 PLAN AND PROFILEGOLDEN WILLOW DRIVE19
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR916+00KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
GOLDEN WILLOW DRIVE
R8
R9
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
LIDGOLDEN WILLOW DRIVE
52' ROW
30' FL-FL
LOT 1
LOT 2
LOT 6LOT 5
BLOCK 7
BLOCK 6
TRACT E DUE
4.5' SIDEWALK
4.5' SIDEWALK
STREET B
SEE SHEETS
R5 - R6
ROLL OVER CURB
& GUTTER
VERTICAL CURB & GUTTER
PROPOSED TYPE
3 BARRICADE
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
16+00 17+00 18+00 19+00 20+00 21+00 22+00
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
0.65%
-25.00%PVI STA = 16+95.47PVI ELEV = 4940.95FUTURE GRADE
@ ROAD CENTERLINE
4942.244942.404942.56PROPOSED
GRADE
EXISTING
GRADE
0.65%
-7
.
4
8
%
-5.
5
4
%PVI STA = 16+88.68PVI ELEV = 4942.65PVI STA = 21+95.47PVI ELEV = 4915.36165.0' VC
HP ELEV = 4942.74
HP STA = 17+08.15
PVI STA = 17+77.45
PVI ELEV = 4943.23
BVCS: 16+94.95BVCE: 4942.69EVCS: 18+59.95EVCE: 4937.06A.D. = 8.13
K = 20.31
90.0' VC
PVI STA = 20+21.21
PVI ELEV = 4925.01
BVCS: 19+76.21BVCE: 4928.37EVCS: 20+66.21EVCE: 4922.52A.D. = 1.94
K = 46.42
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA16+00R9 PLAN AND PROFILEGOLDEN WILLOW DRIVE20
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEET16+00R8KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
GOLDEN WILLOW DRIVE
R8
R9
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STREET G
STA. = 10+00.00
(STREET G)
STA. = 19+37.76
(STREET A)
STA. = 14+31.00
(STREET G)
STA. = 17+95.21
(STREET B & I)
STREET B
SEE SHEETS
R5 - R6
ALLEY K
SEE SHEET
R15
STREET A
SEE SHEETS
R1 - R4
STREET A
SEE SHEETS
R1 - R4
STREET B
SEE SHEETS
R5 - R6
52' ROW 30' FL-FL
ROLL OVER CURB
& GUTTER
ROLL OVER CURB
& GUTTER
LOT 1
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 3
LOT 6
LOT 7
LOT 2LOT 6 LOT 4 LOT 3 LOT 2LOT 5
LOT 10 LOT 11 LOT 12LOT 7 LOT 8 LOT 9
LOT 6
TRACT F
UDA&EAE
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10
BLOCK 2 BLOCK 8
BLOCK 10
BLOCK 11
6' CONCRETE PAN
4.5' SIDEWALK
4.5' SIDEWALK
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+004943.334942.854942.454942.044941.644941.234940.834940.424940.024939.614939.214938.804938.404937.994937.594937.184936.784936.742.20%
2.20%
-2.20%
-1.62%
-2.20%-2.20%PVI STA = 9+86.17PVI ELEV = 4943.03PVI STA = 10+00.00PVI ELEV = 4943.33PVI STA = 14+31.00PVI ELEV = 4936.87PVI STA = 10+13.00PVI ELEV = 4943.05PVI STA = 14+12.00PVI ELEV = 4936.58PVI STA = 14+15.00PVI ELEV = 4936.52PVI STA = 14+44.83PVI ELEV = 4936.57PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
PROPOSED
GRADE EXISTING
GRADE
SheetTIMBER LARK RESIDENTIALThese 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 29
R10 PLAN AND PROFILESTREET G21
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
STREET G
PROFILE SCALE:
R10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WEEPING
WILLOW DRIVE IRRIRRIRRFOWEEPING WILLOW DRIVE
STA. = 11+31.50
(WEEPING WILLOW DRIVE)
STA. = 16+71.76
(STREET A)
STA. = 15+62.50
(WEEPING WILLOW DRIVE)
STA. = 15+29.21
(STREET B & I)
STREET A
SEE SHEETS
R1 - R4
STREET B
SEE SHEETS
R5 - R6
STREET A
SEE SHEETS
R1 - R4
STREET B
SEE SHEETS
R5 - R6
CONNECT TO EXISTING
PAVEMENT
LOT 14LOT 13LOT 12LINDEN PARKP.D.P., 1ST REPLATLOT 11LOT 10LINDEN PARKP.D.P., 1ST REPLAT53' ROW 30' FL-FL
ROLL OVER CURB
& GUTTER
ROLL OVER CURB
& GUTTER
LOT 4 LOT 3 LOT 2LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 6 LOT 4 LOT 3 LOT 2LOT 5
LOT 2 LOT 2
LOT 8
LOT 6
LOT 7
LOT 1
LOT 1
LOT 1
LOT 1
BLOCK 9
BLOCK 10
BLOCK 2
BLOCK 8
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
6' CONCRETE PAN
92.6°87.4°
LOT 19
LOT 18
BLOCK 1STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+004946.454946.474945.804943.664939.914936.824946.724946.814946.714946.514946.324946.074945.444944.964944.374942.844941.914940.914938.934938.084937.394936.274935.874935.87-2.20%
2.20%
-2.20%
-2.20%
-4.0
0
%
1.25%-1.00%
-2.20%2.20%
2.20%
-2.20%
-1.00%
1.83%PVI STA = 10+00.00PVI ELEV = 4946.45PVI STA = 15+46.50PVI ELEV = 4935.80PVI STA = 15+62.50PVI ELEV = 4936.15PVI STA = 15+76.33PVI ELEV = 4935.84PVI STA = 15+79.33PVI ELEV = 4935.78PVI STA = 11+11.67PVI ELEV = 4946.35PVI STA = 11+14.67PVI ELEV = 4946.29PVI STA = 11+31.50PVI ELEV = 4946.66PVI STA = 15+82.33PVI ELEV = 4935.84PVI STA = 11+44.50PVI ELEV = 4946.3775.0' VC
HP ELEV = 4946.81
HP STA = 10+49.47
PVI STA = 10+45.30
PVI ELEV = 4947.02
BVCS: 10+07.80BVCE: 4946.55EVCS: 10+82.80EVCE: 4946.64A.D. = 2.25
K = 33.33
165.0' VC
PVI STA = 12+69.77
PVI ELEV = 4945.12
BVCS: 11+87.27BVCE: 4945.94EVCS: 13+52.27EVCE: 4941.82A.D. = 3.00
K = 55.00
75.0' VC
PVI STA = 14+49.50
PVI ELEV = 4937.93
BCVS: 14+12BVCE: 4939.43ECVS: 14+87EVCE: 4937.10A.D. = 1.80
K = 41.67
PROPOSED GROUND
@ ROAD CENTERLINE
EXISTING GROUND
@ ROAD CENTERLINE
STORM DRAIN
STA.=15+52.50
PROPOSED
GRADE EXISTING
GRADE
24" IRRIGATION
STA.=10+07.25
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA16+00R11 PLAN AND PROFILEWEEPING WILLOW DRIVE22
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR1216+00KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
WEEPING WILLOW DRIVE
R11
R12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
WEEPING WILLOW DRIVE
53' ROW
30' FL-FL
LOT 2
LOT 8
LOT 6
LOT 7
LOT 1
BLOCK 7
BLOCK 8
4.5' SIDEWALK
4.5' SIDEWALK
ROLL OVER CURB
& GUTTER
ROLL OVER CURB
& GUTTER
STREET B
SEE SHEETS
R5 - R6
STREET B
SEE SHEETS
R5 - R6
PROPOSED TYPE 3
BARRICADE
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
16+00 17+00 18+00 19+00 20+00 21+00 22+00
1.83%PVI STA = 16+81.33PVI ELEV = 4937.66EXISTING GROUND
@ ROAD CENTERLINE
FUTURE GROUND
@ ROAD CENTERLINE
4936.634937.084937.54PROPOSED
GRADE
EXISTING
GRADE
1.83%
-8
.
0
0
%PVI STA = 21+95.14PVI ELEV = 4906.31198.0' VC
HP ELEV = 4938.00
HP STA = 17+18.29
PVI STA = 17+80.33
PVI ELEV = 4939.48BVCS: 16+81.33BVCE: 4937.66EVCS: 18+79.33EVCE: 4931.56A.D. = 9.83
K = 20.14
PROPOSED GROUND
@ ROAD CENTERLINE
R12 PLAN AND PROFILEWEEPING WILLOW DRIVE23
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEET16+00R11KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
WEEPING WILLOW DRIVE
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA16+00R11
R12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
IRRIRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
UD UD UD
RED WILLOW
DRIVE DST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
RED WILLOW DRIVE
STA. = 11+31.50
(RED WILLOW DRIVE)
STA. = 23+24.26
(STREET A)
STA. = 15+62.50
(RED WILLOW DRIVE)
STA. = 21+81.71
(STREET B & I)
STREET A
SEE SHEETS
R2 - R4
STREET B
SEE SHEETS
R5 - R6
ALLEY L
SEE SHEET
R15
STREET B
SEE SHEETS
R5 - R6
STREET A
SEE SHEETS
R2 - R4
LINDEN PARKP.D.P., 1ST REPLATLOT 6LOT 557' ROW 36' FL-FL
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
CONNECT TO EXISTING
PAVEMENT
ROLL OVER CURB
& GUTTER
ROLL OVER CURB & GUTTER
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN MANHOLE
TRACT O
DELOT 2
LOT 10
BLOCK 2
LOT 9
LOT 10
LOT 9TRACT C DELOT 1
LOT 3
BLOCK 3
LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10
LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2
TRACT G
DAE
LOT 6
LOT 6 LOT 1LOT 2LOT 3
BLOCK 14
BLOCK 13
TRACT H
UDA&EAE
BLOCK 8
6' CONCRETE PAN
6' CONCRETE PAN
6' CONCRETE PAN
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
TRACT P
DETRACT B DE
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+004939.324939.514939.634939.554939.394939.224939.064939.154938.944938.634938.324938.014937.704937.394937.084936.774936.464936.154935.854935.544935.234934.924934.614934.304934.084934.084934.17PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
2.20%
-2.20%
-2.20%-2.20%
0.75%-0.65%
2.20%
2.20%
-2.20%
-1.24%PVI STA = 15+82.33PVI ELEV = 4934.05PVI STA = 15+46.50PVI ELEV = 4934.01PVI STA = 11+44.50PVI ELEV = 4939.00PVI STA = 11+14.67PVI ELEV = 4938.92PVI STA = 11+11.67PVI ELEV = 4938.98PVI STA = 11+31.50PVI ELEV = 4939.29PVI STA = 15+62.50PVI ELEV = 4934.36PVI STA = 15+79.33PVI ELEV = 4933.99PVI STA = 15+43.50PVI ELEV = 4934.0742.0' VC
HP ELEV = 4939.63
HP STA = 10+02.44
PVI STA = 10+00.92
PVI ELEV = 4939.70
BVCS: 9+79.90BVCE: 4939.55EVCS: 10+21.94EVCE: 4939.57A.D. = 1.40
K = 30.00
STORM DRAIN
STA.=15+52.49
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA16+00R13 PLAN AND PROFILERED WILLOW DRIVE24
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEETR1416+00KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
RED WILLOW DRIVE
R13
R14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
IRR IRR IRR DDST ST STSTST
STREET B
SEE SHEETS
R5 - R6
57' ROW
36' FL-FL
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
RED WILLOW DRIVE
EXISTING
STORM DRAIN MANHOLE (TYPICAL)
EXISTING
STORM DRAIN (TYPICAL)
STREET B
SEE SHEETS
R5 - R6 BLOCK 8
LOT 10
LOT 9
TRACT O
DE
4.5' SIDEWALK
4.5' SIDEWALK
TRACT P
DE
PROPOSED TYPE 3 BARRICADE
4905
4910
4915
4920
4925
4930
4935
4940
4945
4905
4910
4915
4920
4925
4930
4935
4940
4945
16+00 17+00 18+00 19+00 20+00 21+00 22+00
PROPOSED GRADE
@ ROAD CENTERLINE
EXISTING GRADE
@ ROAD CENTERLINE
0.65%
-25.01%PVI STA = 16+90.38PVI ELEV = 4934.76PVI STA = 16+94.74PVI ELEV = 4933.67FUTURE GRADE
@ ROAD CENTERLINE
4934.334934.494934.66PROPOSED
GRADE
EXISTING
GRADE
0.65%
-6.
0
0
%PVI STA = 21+94.74PVI ELEV = 4912.65199.5' VC
HP ELEV = 4934.97
HP STA = 17+32.82
PVI STA = 18+13.09
PVI ELEV = 4935.55
BVCS: 17+13.35BVCE: 4934.91EVCS: 19+12.82EVCE: 4929.57A.D. = 6.65
K = 30.00
R14 PLAN AND PROFILERED WILLOW DRIVE25
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:STAMATCH LINESEE SHEET16+00R13KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
RED WILLOW DRIVE
SheetTIMBER LARK RESIDENTIALThese 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 29MATCHLINESTA16+00R13
R14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
DST ST ST ST ST ST ST ST ST ST ST ST
ALLEY L
STA. = 10+00.00
(ALLEY L)
STA. = 24+53.76
(STREET A)STA. = 14+31.00
(ALLEY L)
STA. = 23+11.21
(STREET B & I)
STREET I
SEE SHEETS
R5 - R6
STREET C
SEE SHEET
R7
RED WILLOW DRIVE
SEE SHEETS
R13 - R14
STREET B
SEE SHEETS
R5 - R6
STREET A
SEE SHEETS
R1 - R4
20' EOC-TBC
10' CL-TBC
EXISTING
STORM DRAIN MANHOLE EXISTING STORM DRAIN
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 6
LOT 6 LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10
LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2
TRACT H
UDA&EAE
TRACT O
DEBLOCK 3
BLOCK 13
BLOCK 14
SIDEWALK CHASE
& CURB CUT
ROLL OVER CURB
& GUTTER
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
8' UTILITY EASEMENT
8' UTILITY EASEMENT
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+004940.124939.514939.104938.694938.284937.874937.464937.054936.654936.244935.834935.424935.014934.604934.204933.794933.384933.402.20%
-2.20%-8.33%
8.33%2.20%
-2.20%-2.00%
-1.63%PVI STA = 9+86.17PVI ELEV = 4939.82PVI STA = 10+00.00PVI ELEV = 4940.12PVI STA = 10+13.00PVI ELEV = 4939.84PVI STA = 10+15.00PVI ELEV = 4939.67PVI STA = 14+18.00PVI ELEV = 4933.24PVI STA = 14+31.00PVI ELEV = 4933.53PVI STA = 14+44.83PVI ELEV = 4933.23PVI STA = 14+16.00PVI ELEV = 4933.08PVI STA = 14+05.50PVI ELEV = 4933.29PROPOSED GRADE
@ ALLEY CENTERLINE
EXISTING GRADE
@ ALLEY CENTERLINE
PROPOSED
GRADE
EXISTING
GRADE
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+004941.684941.424941.864942.004941.834941.384940.884940.384939.884939.384938.884938.384937.884937.384936.884936.384935.884935.882.20%
-2.20%-8.33%
2.00%
-2.00%
8.33%
2.20%-2.20%PVI STA = 9+86.17PVI ELEV = 4941.37PVI STA = 10+00.00PVI ELEV = 4941.68PVI STA = 10+13.00PVI ELEV = 4941.39PVI STA = 10+15.00PVI ELEV = 4941.22PVI STA = 14+16.00PVI ELEV = 4935.56PVI STA = 14+18.00PVI ELEV = 4935.72PVI STA = 14+31.00PVI ELEV = 4936.01PVI STA = 14+44.83PVI ELEV = 4935.7180.0' VC
HP ELEV = 4942.00
HP STA = 10+73.85
PVI STA = 10+73.85
PVI ELEV = 4942.40
BVCS: 10+33.85BVCE: 4941.60EVCS: 11+13.85EVCE: 4941.60A.D. = 4.00
K = 20.00
PROPOSED GRADE
@ ALLEY CENTERLINE
EXISTING GRADE
@ ALLEY CENTERLINE
PROPOSED
GRADE
EXISTING
GRADE
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
STA. = 10+00.00
(ALLEY K)
STA. = 20+70.26
(STREET A)
STA. = 14+31.00
(ALLEY K)
STA. = 19+27.71
(STREET B & I)
STREET B
SEE SHEETS
R5 - R6
STREET G
SEE SHEET
R10
STREET A
SEE SHEETS
R1 - R4
STREET A
SEE SHEETS
R1 - R4
STREET B
SEE SHEETS
R5 - R6
ALLEY K
20' EOC-TBC
10' CL-TBC
LOT 6
TRACT F
UDA&EAE
LOT 1LOT 2LOT 3LOT 4LOT 5LOT 9 LOT 7LOT 8LOT 10
LOT 10LOT 9LOT 8LOT 7LOT 3 LOT 5LOT 4LOT 1 LOT 2
LOT 8
LOT 7
LOT 6
LOT 5
LOT 9
LOT 8
LOT 5
LOT 6
LOT 7
LOT 9
LOT 6
TRACT G
DAE
LOT 10 LOT 10
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 2 ROLL OVER CURB
& GUTTER
SIDEWALK CHASE
& CURB CUT
TRACT P
DETRACT B DE
LOT 8STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
8' UTILITY EASEMENT
8' UTILITY EASEMENT
30' TRACT
SheetTIMBER LARK RESIDENTIALThese 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 29
R15 PLAN AND PROFILESALLEY K & ALLEY L26
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ALLEY LALLEY K
PROFILE SCALE:
R13 R13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
LINDEN PARKP.D.P., 1ST REPLATLOT 4LOT 3LOT 2STREET I
SEE SHEETS
R5 - R6
ALLEY O
SEE SHEET
R17ALLEY M
STREET C
SEE SHEET
R7
STREET A
SEE SHEETS
R2 - R4
STREET A
SEE SHEETS
R2 - R4
STA. = 21+72.00
(ALLEY M)
STA. = 27+14.51
(STREET A)
STA. = 21+72.00
(ALLEY O)
STA. = 19+14.00
(ALLEY M)
STA. = 11+31.25
(STREET C)
STA. = 19+14.00
(ALLEY O)
LOT 13
LOT 12
LOT 14
LOT 8LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 7
LOT 6
LOT 11
LOT 8
LOT 9
LOT 10
TRACT J
AE
LOT 8LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT M
AE
LOT 3LOT 5LOT 4LOT 3LOT 2LOT 1LOT 1LOT 2LOT 5LOT 4TRACT O
DE
BLOCK 19
BLOCK 20
BLOCK 15
BLOCK 16
TRACT C DEBLOCK 3
TRACT N UDA&EAELOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6BLOCK 19 BLOCK 21LOT 4LOT 5LOT 1LOT 2LOT 3TRACT I
UDA&EAE
ROLL OVER CURB
& GUTTER
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
5' UTILITY EASEMENT
5' UTILITY EASEMENT
SIDEWALK CHASE
& CURB CUT
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
11+00 12+00 13+00 14+00
PROPOSED GRADE
@ ALLEY CENTERLINE
EXISTING GRADE
@ ALLEY CENTERLINE
4941.684941.354940.534939.704938.884938.054937.224936.404935.574934.754934.24-2.20%
8.33%
2.20%
-2.20%
-2.20%
2.20%
-3.30
%PVI STA = 11+44.50PVI ELEV = 4941.54PVI STA = 13+73.50PVI ELEV = 4934.20PVI STA = 13+89.50PVI ELEV = 4934.55PVI STA = 11+11.67PVI ELEV = 4941.52PVI STA = 11+14.67PVI ELEV = 4941.45PVI STA = 11+31.50PVI ELEV = 4941.82PVI STA = 13+71.50PVI ELEV = 4934.04PROPOSED
GRADE
EXISTING
GRADEIRRFESALLEY N
LINDEN PARKP.D.P., 1ST REPLATLOT 3LOT 2LINDEN PARKP.D.P., 1STREPLATLOT 1CORONA AVENUE
SEE SHEET
R4
ALLEY P
SEE SHEET
R17
STREET C
SEE SHEET
R7
STREET A
SEE SHEETS
R2 - R4 STREET C
SEE SHEET
R7
STREET A
SEE SHEETS
R2 - R4
STA. = 11+31.50
(ALLEY N)
STA. = 29+21.76
(STREET A)
STA. = 11+31.50
(CORONA AVENUE)
STA. = 13+89.50
(ALLEY N)
STA. = 13+38.50
(STREET C)
STA. = 13+89.50
(ALLEY P)
STA. = 19+14.00
LOT 1
LOT 3
LOT 2
TRACT L
DE
LOT 7LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1LOT 2LOT 4LOT 3LOT 1LOT 6LOT 5LOT 7LOT 6LOT 3LOT 4LOT 5LOT 1LOT 2LOT 1LOT 2LOT 5LOT 4LOT 3TRACT O
DE
BLOCK 21
BLOCK 22
BLOCK 17
BLOCK 18
TRACT D DEBLOCK 4
TRACT M
AE
LOT 3LOT 1LOT 2LOT 5LOT 4LOT 13
LOT 12
LOT 14
LOT 8TRACT J
AE
LOT 6LOT 4LOT 5LOT 7LOT 2LOT 3LOT 1TRACT C DEBLOCK 3
BLOCK 20BLOCK 18 TRACT N UDA&EAETRACT K
UDA&EAE
ROLL OVER CURB & GUTTER
SIDEWALK CHASE
& CURB CUTSTOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
5' UTILITY EASEMENT
5' UTILITY EASEMENT
SIDEWALK CHASE
& CURB CUT
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
19+0020+0021+0022+0022+50
PROPOSED GRADE
@ ALLEY CENTERLINE
EXISTING GRADE
@ ALLEY CENTERLINE
4935.664935.874936.554937.234937.914938.594939.274939.954940.634941.314941.772.20%
-2.20%
-8.33%
2.20%
-2.20%
2.72
%PVI STA = 19+14.00PVI ELEV = 4935.90PVI STA = 19+30.00PVI ELEV = 4935.55PVI STA = 19+32.00PVI ELEV = 4935.38PVI STA = 21+72.00PVI ELEV = 4941.84PVI STA = 21+85.83PVI ELEV = 4941.53PVI STA = 21+59.00PVI ELEV = 4941.55PROPOSED
GRADE EXISTING
GRADE
SheetTIMBER LARK RESIDENTIALThese 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 29
ALLEY N
R16 PLAN AND PROFILEALLEY M & ALLEY N27
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ALLEY M
PROFILE SCALE:
R16 R16
20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC 20.0' EOC-TBC
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
STA. = 19+14.00
(ALLEY O)
STA. = 11+31.25
(STREET C)
STA. = 19+14.00
(ALLEY M)
STA. = 13+89.50
(ALLEY P)
STA. = 13+38.50
(STREET C)
STA. = 13+89.50
(ALLEY N)
ALLEY M
SEE SHEET
R16
STREET B
SEE SHEETS
R5 - R6
ALLEY N
SEE SHEET
R16
STREET C
SEE SHEET
R7
STREET I
SEE SHEETS
R5 - R6
ALLEY OALLEY P∆∆
TRACT N UDA&EAE
LOT 6
TRACT MAETRACT O
DE
LOT 3
LOT 4
LOT 3
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1
LOT 2
LOT 5
LOT 4
LOT 5
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5
LOT 4
LOT 2
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
LOT 2
LOT 3
LOT 1
LOT 6
LOT 5
LOT 7
BLOCK 15 BLOCK 16 BLOCK 17 BLOCK 18
BLOCK 19BLOCK 20BLOCK 21BLOCK 22TRACT I
UDA&EAE TRACT JAETRACT K
UDA&EAE
TRACT O
DE
TRACT L
DE
BLOCK 14
STREET C
SEE SHEET
R7
STOP SIGN
w/ STREET NAMES
STOP SIGN
w/ STREET NAMES
5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENT5' UTILITY EASEMENT4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
13+5014+0015+0016+0017+0018+0019+0019+50
PROPOSED GRADE
@ ALLEY CENTERLINE
EXISTING GRADE
@ ALLEY CENTERLINE
4934.244934.324934.064933.884933.714933.534933.354933.174932.994932.824932.714932.724932.844933.084933.394933.714934.024934.334934.644934.954935.264935.594935.668.33%
2.20%
-2.20%
2.20%
-2.20%
-8.33%
-0.71%
1.25%PVI STA = 13+71.50PVI ELEV = 4934.04PVI STA = 13+73.50PVI ELEV = 4934.20PVI STA = 13+89.50PVI ELEV = 4934.55PVI STA = 14+05.50PVI ELEV = 4934.20PVI STA = 18+98.00PVI ELEV = 4935.55PVI STA = 19+14.00PVI ELEV = 4935.90PVI STA = 19+30.00PVI ELEV = 4935.55PVI STA = 19+32.00PVI ELEV = 4935.38106.6' VC
LP ELEV = 4932.70
LP STA = 16+35.50
PVI STA = 16+50.00
PVI ELEV = 4932.46
BCVS: 15+96.72BVCE: 4932.84ECVS: 17+03.28EVCE: 4933.12A.D. = 1.96
K = 54.40
PROPOSED
GRADE EXISTING
GRADE
SheetTIMBER LARK RESIDENTIALThese 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 29
R17 PLAN AND PROFILEALLEY O & ALLEY P28
NORTH
50 0 50 100 150 Feet
(IN FEET)
1 inch = 50 ft.
PROFILE SCALE:
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5.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.
6.CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8.PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ALLEY O & ALLEY P
R17
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROPOSED CURB CUT & RUN DOWN
FO
HY DHY DC EC
HY DLID
S
D
CABLE
ELEC
ELEC
ELEC
BRKRE
VAULT
F.O.
FO
ELEC
BRKRE
D
S
D
SELEC
BRKREEE HY DF ES
XXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXFOFOFOFOXXXWWWXXXXXXXXXXXXX X X X X X X X X X XXXXX
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSTSTSTSTSTSTSTST
D
S STUD
IRR IRR
IRRIRRIRR IRR IRR IRR IRR
IRRIRRIRRIRRIRRIRRIRRUDUDUDUDUDUD2.32 ac.
A1
1.19 ac.
A2a
4.58 ac.
A5
6.33 ac.
A6
2.19 ac.
A3
3.84 ac.
A9
0.46 ac.
A8
1.95 ac.
A15
2.25 ac.
A12
0.94 ac.
A10
0.45 ac.
A11
1.28 ac.
A13
3.59 ac.
A7
0.34 ac.
A14
UNDERGROUND
CHAMBERS
DETENTION POND
REQUIRED STORAGE VOLUME = 2.19 AC-FT
WATER QUALITY VOLUME = 0.19 AC-FT
PROVIDED VOLUME = 2.50 AC-FT
OUTLET STRUCTURE
RELEASE RATE = 40 CFS
2.77
A4
STREET A STREET ASTREET A
STREET B STREET B STREET B STREET IALLEY MALLEY NALLEY OALLEY PGOLDEN WILLOW DRIVESTREET CSTREET EWEEPING WILLOW DRIVESTREET GALLEY KRED WILLOW DRIVEALLEY LCORONA AVENUE17.66 ac.
OS1 TIMBERLINE ROADTRILBY ROAD
CONNECTION TO EXISTING 30"
STORM SEWER AT MANHOLE EX-4
(LINDEN PARK STORM OUTFALL)
RAIN GARDEN 2
A2A
A6
A7
A4
A3
A8
A9
A10
A11
A12
A13
A14
A15
A1
###
RAIN GARDEN 1
A5
0.69 ac.
A2b
TIMBERLINE ROADTRILBY ROAD
PARAGON ESTATES NORTH CHANNEL
PARAGON ESTATES
LINDEN PARK
SheetTIMBER LARK RESIDENTIALThese 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 29
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
DR1 DRAINAGE PLAN29
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR TIMBER LARK, DATED JULY 9,
2021 FOR ADDITIONAL INFORMATION.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R