HomeMy WebLinkAboutTAPESTRY - FDP240016 - SUBMITTAL DOCUMENTS - ROUND 1 - Responses (2)EAST LINCOLN AVENUE
EAST VINE DRIVE
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EXISTING ROLLOVER CURB
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(MODIFIED LOCAL CONNECTOR - 63' R.O.W.)
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63' RIGHT-OF-WAY
36' -
VERTICAL
CURB & GUTTER
VERTICAL
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4TH STREET
(LOCAL CONNECTOR - 63' R.O.W.)
VAR. ROW
BUCKINGHAM STREET
MODIFIED COLLECTOR
INTERIM CONDITION - VARYING R.O.W.
39' EOP-FL
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AUGUST 2024 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
TAPESTRY
PROJECT TEAM:
SHEET INDEX
LOCATED IN THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST, OF
THE 6TH P.M., FORT COLLINS, LARIMER COUNTY, COLORADO
TYPICAL SECTIONS
1 C 100 COVER SHEET
2 C 101 GENERAL & CONSTRUCTION NOTES
3 C 102 EXISTING CONDITIONS & DEMOLITION PLAN
4 C 103 EXISTING CONDITIONS & DEMOLITION POST ODELL-NORTH PLANS
SITE SHEETS
5 C 200 CIVIL SITE PLAN
GRADING SHEETS
6 C 300 OVERALL GRADING PLAN
UTILITY SHEETS
7 C 400 OVERALL UTILITY PLAN
SANITARY SHEETS
8 C 401 SANITARY LINE A PLAN & PROFILE
9 C 402 SANITARY LINE A & A2 PLAN & PROFILE
ROADWAY SHEETS
10 C 500 LOGAN AVENUE PLAN & PROFILE
11 C 501 4TH STREET PLAN & PROFILE
12 C 502 BUCKINGHAM STREET PLAN & PROFILE
13 C 503 3RD STREET PLAN & PROFILE
14 C 504 BUCKINGHAM CROSS SECTIONS
15 C 505 3RD STREET CROSS SECTIONS
DRAINAGE SHEETS
16 C 600 HISTORIC DRAINAGE EXHIBIT
17 C 601 DRAINAGE EXHIBIT
PRELIMINARY UTILITY PLANS FOR
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
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
Original Field Survey:
Northern Engineering
Project No. 368-005
Date: March 22, 2021
Project Datum: NAVD88
Benchmark 3-00
On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast
corner of Lincoln Ave. and Willow St.
Elevation: 4967.33
Benchmark R-402
Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street
and Lincoln Avenue, in the East edge of the concrete footing for Highline Tower number 29,
47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of
the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep
and set into 9 feet of bedrock.
Elevation: 4942.21
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 = NAVD88 - 3.17'
Basis of Bearings
The West line of the Subject Property as bearing North 00°47'31'' East, as assumed
bearing, and monumented at both ends of said line with a set #4 rebar, 18" long with 1"
blue plastic cap, PLS 38470.
PROJECT BENCHMARKS:
FIELD SURVEY BY:
CTL Thompson
Subsurface Exploration Report
Geologice and Preliminary Geotechnical Investigation
Odell Townhomes
Fort Collins, Colorado
CTL Project No. FC09777-115
Date: March 8, 2021
SUBSURFACE EXPLORATION BY:
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:
ABBREVIATIONS:
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-----------------------------Cory Thelen (970) 225-7843
cory.m.thelen@xcelenergy.com
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
csnowdon@fcgov.com
CABLE-------------Comcast----------------------------------Marcus Petty (970) 275-0572
marcus_petty@comcast.com
TELECOM.--------Lumen-------------------------------Brady Craddock (970) 342-3431
brady.craddock@lumen.com
WATER------------City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179
jmcchesney@fcgov.com
WASTEWATER--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179
jmcchesney@fcgov.com
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
hhansen@fcgov.com
City of Fort Collins Construction Inspection Manager Ken Zetye kzetye@fcgov.com
ABC =AGGREGATE BASE COURSE
ACP =ASBESTOS-CEMENT PIPE
BLDG =BUILDING
BP =BEGINNING POINT
CL =CENTERLINE
CMP =CORRUGATED METAL PIPE
C.O. =CLEAN OUT
DIP =DUCTILE IRON PIPE
DS =DOWN SPOUT
EAE =EMERGENCY ACCESS
EASEMENT
EL or ELEV =ELEVATION
EOA =EDGE OF ASPHALT
EP =ENDING POINT
FES =FLARED END SECTION
FFE =FINISHED FLOOR ELEVATION
FGW =FINISHED GROUND AT WALL
FACE
FL =FLOWLINE
FH =FIRE HYDRANT
GB =GRADE BREAK
GV =GATE VALVE
HC =HANDICAP
HP =HIGH POINT
INV =INVERT
LF =LINEAR FEET
LP =LOW POINT
MAX =MAXIMUM
MH or M.H.=MANHOLE
MIN =MINIMUM
PC =POINT OF CURVATURE
PCR =POINT OF CURVE RETURN
PERF =PERFORATED
PRC =POINT OF REVERSE CURVE
PT =POINT OF TANGENCY
PVC =POLYVINYL CHLORIDE
PVI =POINT OF VERTICAL
INTERSECTION
PVMT =PAVEMENT
RCP =REINFORCED CONCRETE
PIPE
RD =ROOF DRAIN
ROW =RIGHT OF WAY
STA =STATION
STD =STANDARD
SQ FT =SQUARE FOOT / FEET
SW =STEEL WATERLINE
TB =THRUST BLOCK
TBC =TOP BACK OF CURB
TBW =TOP BACK OF WALK
TF =TOP OF FOUNDATION
TOW =TOP OF WALL
TYP =TYPICAL
UE =UTILITY EASEMENT
WSEL =WATER SURFACE ELEVATION
ABBREVIATIONS:
OWNER/APPLICANT
GEOTECHNICAL ENGINEER
CTL Thompson
400 North Link Lane
Fort Collins, Colorado 80524
(970)206-9455
Russell + Mills Studios
Shelley La Mastra, RLA
506 S College Ave. Unit A
Fort Collins, Colorado 80524
(970) 412-3474
EPS Group Inc.
Cody Pape, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 568-5412
EPS Group Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
SITE ENGINEER
SURVEYOR
Fort Collins Habitat for Humanity
Kristin Candella, ED and CEO
4001 S. Taft Hill Road
Fort Collins, Colorado 80526
(970) 286-5889
TRAFFIC ENGINEER
Rollins Consult LLC
Ruth Rollins, PE
P.O. Box 1164
Fort Collins, Colorado 80522
(970) 213-2393
DEVELOPER
Hartford Homes
Jamie Thorpe, Vice President of Entitlements
4801 Goodman St.
Timnath, Colorado 80547
(970)674-1109
PROJECT
LOCATION
Additional Field Survey:
Northern Engineering
Project No. 473-010
Date: July 2023
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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
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort
Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of
any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer
hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and
demands which may arise from any errors and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all
parties affected by any disruption of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage,
whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Preliminary Drainage Report for Tapestry, dated August 7, 2024 by Northern Engineering shall be followed and
implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
Project Datum: NAVD88
Benchmark 3-00
On a parapet wall at the Northwest end of the Lincoln Ave. bridge near the Northeast corner of Lincoln Ave. and Willow St.
Elevation: 4967.33
Benchmark R-402
Described by National Geodetic Survey 1984 in Fort Collins, at the junction of 9th Street and Lincoln Avenue, in the East edge of the
concrete footing for Highline Tower number 29, 47.8 meters (156.8 ft) North of the centerline of the avenue, 22.3 meters (73.2 ft) West of
the East edge of the footing. Note--The footing is 96 inches in diameter, 26-1/2 feet deep and set into 9 feet of bedrock.
Elevation: 4942.21
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 = NAVD88 - 3.17'
Basis of Bearings
The West line of the Subject Property as bearing North 00°47'31'' East, as assumed bearing, and monumented at both ends of said line
with a set #4 rebar, 18" long with 1" blue plastic cap, PLS 38470.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large
patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width,
including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48.Approved Variances are listed as follows:
1) Modified Minimum Flowline Grade for Buckingham Street.
2) Modified Minimum Tangent Length for Buckingham Street.
3) Modified Street Section for Buckingham Street, 3rd Street and Logan Ave - Pending Approval
4) Separation Between Water Main and Lip of Gutter to be 5' Minimum - Pending Approval
5) Separation Between Water Main and Trees to be 10' Minimum - Pending Approval
6) Separation between Water Main and Electric to be 10' Minimum - Pending Approval
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Tapestry.
B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall
be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Preliminary Drainage Report for Tapestry, dated August 7, 2024 by Northern Engineering shall be followed and
implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water
utility.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City
Water Detail 11A.
INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
S
ELEC
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AC
ACACAC
ACAC
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BRKR
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ELEC
BRKRELEC
BRKR
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BRKR
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BRKR
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BRKR
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24
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38' TEMPORARY CONSTRUCTION
& SLOPE EASEMENT REC. NO.
20120058189 TO BE VACATED
WITH PLAT
10' UTILITY EASEMENT REC. NO.
432424 TO BE VACATED WITH
PLAT
CHAINLINK FENCE
TO BE REMOVED
EXISTING PARCEL
LINE TO BE
VACATED WITH
PLAT
8' UTILITY EASEMENT REC. NO.
432424 TO BE VACATED WITH
PLAT
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
LOGAN STREET
EX. STORM MANHOLE
RIM: 4947.73
INV IN (NE): 4943.26 15" PVC
INV OUT: 4943.21 15" PVC
APPROX. LOCATION
EX. SAN MANHOLE
INV TO BE CONFIRMED EX. SAN MANHOLE
RIM: 4945.66
INV IN (N): 4939.06 8" PVC
INV IN (W): 4937.54 24" CLAY
INV IN (S): 4937.39 24" CLAY
GRAVEL
DRIVE TO BE
REMOVED
GRAVEL
DRIVE TO BE
REMOVED
GRAVEL
DRIVE TO BE
REMOVED
EXISTING TREE TO
BE REMOVED
(TYP.)
EXISTING GASLINE
EXISTING WATERLINE
(NWCWD)
EXISTING 12" DIP
WATERLINE (FC)
REMOVE EX. SIGN
EXISTING 8" DIP
WATERLINE (FC)
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING
ELECTRIC
EXISTING
FIBER OPTIC
EXISTING
STREETLIGHT
EXISTING
STREETLIGHT
EXISTING
STREETLIGHT
EXISTING
STORM INLET
EXISTING STORM
MANHOLE
EXISTING
STORM INLET
EXISTING
GASLINE
EXISTING
TREES TO
REMAIN
EXISTING
STORM INLET
EXISTING
SIDEWALK TO
BE REMOVED
EXISTING
CONCRETE
CURB TO BE
REMOVED
EXISTING
DRIVEWAY TO
BE REMOVED
EXISTING
CONCRETE
CURB AND
ATTACHED
WALK TO BE
REMOVED
EXISTING CONCRETE
CURB AND ATTACHED
WALK TO BE
REMOVED
EXISTING HANDICAP
RAMPS TO BE
REMOVED
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
ALFREDO LOZANO
128 3RD STREET
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
EXISTING 4.50'
SIDEWALK
AND CURB TO
REMAIN
#152 CP-MOUNTAIN STANDARD
SET 18" #4 REBAR WITH
ORANGE PLASTIC CAP
#105 FOUND
NO 3 REBAR WITH
NO CAP
#103 FOUND
NO 4 REBAR WITH YELLOW
PLASTIC CAP, LS 14823
#153 CP-SIPPIN PRETTY
SET 18" #4 REBAR WITH
ORANGE PLASTIC CAP
EXISTING 30
MPH SPEED
LIMIT SIGN
EX. 68' ROW EX. 67.05' ROW
VANWORKS INC
900 E LINCOLN AVE
PROPOSED
SAWCUT
PROPOSED
SAWCUT
DEMO
EXISTING
ASPHALT
(8400 SF)
DEMO EXISTING
ASPHALT (8400
SF)
DEMO EXISTING
ASPHALT (1546 SF)
EXISTING STRIPING
BE REMOVED
(TYP.)
EXISTING BIKE LANE
STRIPING TO BE
REMOVED (TYP.)
EX. 31.5'
FL-FL
EX. 31.5'
FL-FL
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/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
EXISTING STOP SIGN
EXISTING 25
MPH SPEED
LIMIT SIGN
Sheet
TA
P
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FO
R
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C
O
L
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I
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G
R
E
E
L
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|
M
E
S
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|
G
O
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|
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c
o
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97
0
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2
2
1
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4
1
5
8
C 102
DE
M
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P
L
A
N
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
3
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 )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON THE PROJECT "ODELL-
NORTH" NOT BEING COMPLETED PRIOR TO THIS PROJECT.
EXISTING OVERHEAD UTILITY OHE
Original Field Survey:
Northern Engineering
Project No. 368-005
Date: March 22, 2021
Additional Field Survey:
Northern Engineering
Project No. 473-010
Date: July 2023
EXISTING ASPHALT TO BE REMOVED
CURB AND GUTTER TO BE REMOVED /////////////////////////////
EXISTING CONCRETE TO BE REMOVED
X
X
S
S
AC
X
X
X
X
X
S
S S
D
E
E
E
E
D E
E
E
38' TEMPORARY CONSTRUCTION
& SLOPE EASEMENT REC. NO.
20120058189 TO BE VACATED
WITH PLAT
10' UTILITY EASEMENT REC. NO.
432424 TO BE VACATED WITH
PLAT
EXISTING PARCEL
LINE TO BE
VACATED WITH
PLAT
8' UTILITY EASEMENT REC. NO.
432424 TO BE VACATED WITH
PLAT
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
LOGAN STREET
EX. STORM MANHOLE
RIM: 4947.73
INV IN (NE): 4943.26 15" PVC
INV OUT: 4943.21 15" PVC
APPROX. LOCATION
EX. SAN MANHOLE
INV TO BE CONFIRMED EX. SAN MANHOLE
RIM: 4945.66
INV IN (N): 4939.06 8" PVC
INV IN (W): 4937.54 24" CLAY
INV IN (S): 4937.39 24" CLAY
EXISTING TREE TO
BE REMOVED
(TYP.)
EXISTING GASLINE
EXISTING WATERLINE
(NWCWD)
EXISTING 12" DIP
WATERLINE (FC)
REMOVE EX. SIGN
EXISTING 8" DIP
WATERLINE (FC)
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING
ELECTRIC
EXISTING
FIBER OPTIC
EXISTING
STREETLIGHT
EXISTING
STREETLIGHT
EXISTING
STREETLIGHT
EXISTING
STORM INLET
EXISTING STORM
MANHOLE
EXISTING
STORM INLET
EXISTING
GASLINE
EXISTING
TREES TO
REMAIN
EXISTING
STORM INLET
EXISTING
SIDEWALK TO
BE REMOVED
EXISTING
CONCRETE
CURB TO BE
REMOVED
EXISTING
DRIVEWAY TO
BE REMOVED
EXISTING
CONCRETE
CURB AND
ATTACHED
WALK TO BE
REMOVED
EXISTING CONCRETE
CURB AND ATTACHED
WALK TO BE
REMOVED
EXISTING HANDICAP
RAMPS TO BE
REMOVED
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
ALFREDO LOZANO
128 3RD STREET
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
EXISTING 4.50'
SIDEWALK
AND CURB TO
REMAIN
#152 CP-MOUNTAIN STANDARD
SET 18" #4 REBAR WITH
ORANGE PLASTIC CAP
#105 FOUND
NO 3 REBAR WITH
NO CAP
#103 FOUND
NO 4 REBAR WITH YELLOW
PLASTIC CAP, LS 14823
#153 CP-SIPPIN PRETTY
SET 18" #4 REBAR WITH
ORANGE PLASTIC CAP
EXISTING 30
MPH SPEED
LIMIT SIGN
EX. 68' ROW EX. 67.05' ROW
VANWORKS INC
900 E LINCOLN AVE
PROPOSED
SAWCUT
PROPOSED
SAWCUT
DEMO
EXISTING
ASPHALT
(8400 SF)
DEMO EXISTING
ASPHALT (8400
SF)
DEMO EXISTING
ASPHALT (1546 SF)
EXISTING STRIPING
BE REMOVED
(TYP.)
EXISTING BIKE LANE
STRIPING TO BE
REMOVED (TYP.)
EX. 31.5'
FL-FL
EX. 31.5'
FL-FL
//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
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//////////////////////////////////////////////////////////////////////////////////////////////////
S
ELEC
ELEC
VAULT
CABLE
ELEC
ELEC
D
CS
W
CS
CS
CS
HYD
CS
CS
S
S
W
SAN MH
RIM=4945.66
INV IN=4939.06 (N) 8" PVC
INV IN=4937.54 (W) 24" CLAY
INV OUT=4937.39 (S) 24" CLAY
SAN MH
RIM=4948.17
INV IN=4939.44 (N) 24" CLAY
INV OUT=4939.41 (S) 24" CLAY
SAN MH
RIM=4951.11
INV IN=4940.95 (N) 8" CLAY
INV IN=4945.25 (SE) 4" SVC
INV OUT=4940.25 (S) 8" CLAY
SAN MH
RIM=4950.0
INV IN=4943.98 (N) 8" PVC
INV IN=4943.94 (E) 8" PVC
INV OUT=4943.80 (S) 8" PVC
W
W W W W W W W W W W W W W W W W
EEE
E
E
FO FO FO
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
W
W W W W W W W W W W W W W W W W
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E
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FO FO FO
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
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X X X X
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X
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X
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X X X
AC
ACACAC
ACAC
ELEC
BRKR
ELEC
BRKR
ELEC
BRKRELEC
BRKR
D
D
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
HYD
D
E
E
E
X
X
X
X
X
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24" SS 24" SS 24" SS
SAN MH
RIM=4946.38
INV IN=4938.15 (N) 24" CLAY
INV OUT=4938.03 (E) 24" CLAY
S
EXISTING STOP SIGN
EXISTING 25
MPH SPEED
LIMIT SIGN
Sheet
TA
P
E
S
T
R
Y
Th
e
s
e
d
r
a
w
i
n
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s
a
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of 17
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
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|
T
U
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|
N
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|
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c
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0
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2
1
.
4
1
5
8
C 103
PO
S
T
O
D
E
L
L
-
N
O
R
T
H
P
L
A
N
S
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
D
E
M
O
L
A
T
I
O
N
4
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 )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON THE PROJECT "ODELL-
NORTH" BEING COMPLETED PRIOR TO THIS PROJECT.
EXISTING OVERHEAD UTILITY OHE
Original Field Survey:
Northern Engineering
Project No. 368-005
Date: March 22, 2021
Additional Field Survey:
Northern Engineering
Project No. 473-010
Date: July 2023
EXISTING ASPHALT TO BE REMOVED
CURB AND GUTTER TO BE REMOVED /////////////////////////////
EXISTING CONCRETE TO BE REMOVED
S
ELEC
ELEC
VAULT
CABLE
ELEC
ELEC
D
CS
W
CS
CS
CS
HYD
CS
CS
S
W
W
W W W W W W W W W W W W W W W W
EEE
E
E
FO FO FO
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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E
E
E
E
E
E
E
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
W
W W W W W W W W W W W W W W W W
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E
FO FO FO
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
AC
ACACAC
ACAC
ELEC
BRKR
ELEC
BRKR
ELEC
BRKRELEC
BRKR
D
D
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
HYD
D
E
E
X
X
X
X
X
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24" SSS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN
DN
DNDN
X
X
X
X
X
X
X
D
E
E
E
D E
E
/ / /
/
/
/
/
/
/ / / / /
/
/
/
/ / /
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
/ / /
/
/
/
/
/
/ / / / / /
/
/
/ /
/
/
/
/
/
/
X
X
X
X
X
X
X
D
E
E
E
D E
E
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
LOGAN STREET
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
ALFREDO LOZANO
128 3RD STREET
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
900 E LINCOLN AVE
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
26' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
24' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
R10'
R25'
R25'
R25'
R15'
R15'
R15'
R15'
R15'
R15'
LOGAN STREET
(PRP. 63' ROW)
4T
H
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
24' FUTURE
ACCESS
8' UTIL
ESMT.
8' UTIL
ESMT.31' UTIL AND
DRAINAGE
ESMT.
10' UTIL
ESMT.
12' UTIL
ESMT.
10' UTIL
ESMT.
6' WALK
6' WALK
5' WALK
6' WALK
6'
W
A
L
K
6'
W
A
L
K
6'
W
A
L
K
6'
W
A
L
K
6'
W
A
L
K
6' WALK
6'
W
A
L
K
6'
W
A
L
K
26'
FL-FL
26' FL-FL
26' FL-FL
24'
FL-FL
30' SANITARY SEWER
EASEMENT BY SEPARATE
DOCUMENT
REC. NO. ____________
17'
TYP.
9'
TYP.
19'
TYP.
9'
TYP.
BUILDING 1 BUILDING 2
BUILDING 3
BUILDING 5
BUILDING 6 BUILDING 7
BUILDING 4
GAR. 1
GA
R
.
2
GAR. 3
TRASH
ENCLOSURE
TRASH
ENCLOSURE
TRASH
ENCLOSURE
8'
9'
8'
8'
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
P4
P4
P4
P4
P4
P4 P4
P2
P2
20'
DRAINAGE
EASEMENT
TRACT A
TRACT B
LOT 1
TRASH
ENCLOSURE
10' UTIL
ESMT.
PROPOSED
SIDEWALK
CULVERT
OUTLOT Z
DETENTION
POND
PROPOSED
RETAINING
WALL
GRAVEL
SHOULDER
30' SANITARY
SEWER AND
ACCESS
EASEMENT
24'
PAVED
ACCESS
GRAVEL
SHOULDER
ACCESS EASEMENT
R20'
DRAINAGE AND
ACCESS EASEMENT
R20'
R20'R20'
R20'
R20'
R20'
20' DRAINAGE
EASEMENT
STOP SIGN
STOP SIGN
STOP SIGN
STOP SIGN
DRAINAGE
EASEMENT
DRAINAGE EASEMENT
BY SEPARATE DOCUMENT
REC. NO. ______________
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
30' ACCESS
EASEMENT
PEDESTRIAN
CROSSING
SIGNS
PEDESTRIAN
CROSSING
SIGNS
Sheet
TA
P
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of 17
FO
R
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C
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L
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I
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S
|
G
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|
M
E
S
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1
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1
5
8
C 200
CI
V
I
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S
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T
E
P
L
A
N
5
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 )
1 inch = ft.
Feet05050
50
100 150
EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.ATTACHED WALK WIDTHS ARE MEASURED FROM BACK OF CURB.
3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.
CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE
CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER.
5.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF
SUPPORTING 40 TONS.
9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
LEGEND:
PARKING STALL ASPHALT PAVING
PRIVATE CONCRETE PAVING
HEAVY DUTY ASPHALT PAVING
PRIVATE CONCRETE FLATWORK
ASPHALT PATCH
X' CONCRETE PAN PX
SAWCUT
MILL AND OVERLAY
GRAVEL
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN
DN
DNDN
X
X
X
X
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X
X
D
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D E
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/ / /
/
/
/
/
/
/ / / / /
/
/
/
/ / /
/
/
/
/
/
/ /
/
/
/
/
/
/
/
/
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/
/
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/
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/
/
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/ / /
/
/
/
/
/
/ / / / / /
/
/
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/
/
/
/
/
/
S
ELEC
ELEC
VAULT
CABLE
ELEC
ELEC
D
CS
W
CS
CS
CS
HYD
CS
CS
S
W
W
W W W W W W W W W W W W W W W W
EEE
E
E
FO FO FO
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
G
G
G
G
G
G
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G
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G
G
G
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G
G
G
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
E
E
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E
E
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X
X
X
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X
X
X
X
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X
X
X
X
X
X
X
X X X
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FO FO FO
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
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W
W
W
W
W
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W
W
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W
W
W
W
W
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E
E
E
E
E
E
E
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
AC
ACACAC
ACAC
ELEC
BRKR
ELEC
BRKR
ELEC
BRKRELEC
BRKR
D
D
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
HYD
D
E
E
X
X
X
X
X
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24
"
S
S
24" SSS
X
X
X
X
X
X
X
D
E
E
E
D E
E
UD
UD
UD
UD
UD
DUCTILE IRON
NYLOPLAST
DUCTILE IRON
NYLOPLAST
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
LOGAN STREET
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
900 E LINCOLN AVE
26' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
24' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
LOGAN STREET
(PRP. 63' ROW)
4T
H
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
8' UTIL
ESMT.
8' UTIL
ESMT.
31' UTIL AND
DRAINAGE
ESMT.
10' UTIL
ESMT.
12' UTIL
ESMT.
10' UTIL
ESMT.
26'
FL-FL
26' FL-FL
26' FL-FL
24'
FL-FL
30' SANITARY SEWER
EASEMENT BY SEPARATE
DOCUMENT
REC. NO. ____________
BUILDING 1 BUILDING 2
BUILDING 3
BUILDING 5
BUILDING 6 BUILDING 7
BUILDING 4
GAR. 1
GA
R
.
2
GAR. 3
TIE INTO EXISTING MANHOLE
EX. STORM MANHOLE
RIM: 4947.73
INV IN (NE): 4943.26 15" PVC
INV OUT: 4943.21 15" PVC
EXISTING
STORM INLET
EXISTING STORM
MANHOLE
EXISTING
STORM INLET
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
TFFE=53.76
TFFE=53.76 TFFE=54.08
TFFE=53.55
TFFE=54.40
TFFE=53.84TFFE=54.83
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
COMBINED INLET
AND WEIR STRUCTURE
PROPOSED INLET
PROPOSED INLET
WEIR
STRUCTURE
UNDERGROUND
CHAMBERS 2
UNDERGROUND
CHAMBERS 1
UNDERGROUND
CHAMBERS 3
UNDERGROUND
CHAMBERS 4
WEIR
STRUCTURE
WEIR
STRUCTURE
DETENTION
POND
SIDEWALK
CULVERT
PROPOSED
DRAINAGE
PAN
1.
2
%
1.3
%
2.9%
3.
1
%
3.0%
2.
3
%
2.3
%
4.
7
%
2.
5
%
9:1
6:1
3.7
%
9:1
4:1
2.
1
%
2.
1
%
1.2%
1.1%
1.0%
1.3%
0.
7
%
0.
5
%
0.5%0.5%0.5%0.5%0.5%
0.
5
%
0.
5
%
0.
7
%
0.
5
%
0.6%
0.5%0.5%
1.3%
0.6%
0.
6
%
0.
6
%
0.
7
%
0.
6
%
0.
6
%
0.6%
0.6%
2.8%
2.1%
2.4
%
2.3%
1.8
%
1.7
%
2.1
%
2.1
%
2.0%
2.6%
3.6%
2.0%
2.1%
2.1%
2.8%
2.1%
1.9%2.1%
2.1
%
2.
1
%
2.1
%
2.
0
%
20'
DRAINAGE
EASEMENT
4.2
%
2.
2
%
2.4
%
1.0%
2.
1
%
2.
1
%
2.
1
%
???
2.
1
%
4:
1
4:
1
5:1
PROPOSED INLET
PROPOSED INLET
4.
2
%
4.2%
4.
8
%
4.
1
%
4.1%
4.4%
1.9%
2.7
%
2.8
%
PROPOSED INLET
PROPOSED INLET
0.
5
%
0.
5
%
EMERGENCY SPILLWAY
ELEV: 4950.0
TRACT A
OUTLOT Z
TRACT B
LOT 1
POND BERM
ELEV: 4951.0
POND BERM
ELEV: 4951.0
POND BERM
ELEV: 4951.0
PROPOSED
RETAINING
WALL
ACCESS EASEMENT
5:1
6:1
6:1
7:
1
5:1
5:1
9:1 8:
1
2.7%
5:1
6:1
8:1
3:1
4:1
5:1
10
:
1
DRAINAGE AND
ACCESS EASEMENT
30' SANITARY SEWER
AND ACCESS EASEMENT
20' DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
30' ACCESS
EASEMENT
DRAINAGE EASEMENT
BY SEPARATE DOCUMENT
REC. NO. ______________
DRAINAGE
EASEMENT
Sheet
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of 17
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0
.
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2
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.
4
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5
8
C 300
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
6
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 )
1 inch = ft.
Feet05050
50
100 150
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD
SURVEY BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS
FOR ODELL NORTH, DATED 12/09/2021". THE "ODELL NORTH" PROJECT SHALL BE
CONSTRUCTED AND COMPLETED PRIOR TO THE START OF TAPESTRY. THE
GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
SAWCUT
X
X
X
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24
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S
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24
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24
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S
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24
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S
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24
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24
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24
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24" SSS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
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8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
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DUCTILE IRON
NYLOPLAST
DUCTILE IRON
NYLOPLAST
T
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
LOGAN STREET
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
ALFREDO LOZANO
128 3RD STREET
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
900 E LINCOLN AVE
9' UTILITY EASEMENT
6' UTILITY EASEMENT
6'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
9'
U
T
I
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A
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N
T
9'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
6' UTILITY EASEMENT
26' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
24' EAE, UT, DR
EASEMENT
26' EAE, UT, DR
EASEMENT
LOGAN STREET
(PRP. 63' ROW)
4T
H
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
8' UTIL
ESMT.
8' UTIL
ESMT.
31' UTIL AND
DRAINAGE
ESMT.
10' UTIL
ESMT.
12' UTIL
ESMT.
10' UTIL
ESMT.
26'
FL-FL
26' FL-FL
26' FL-FL
24'
FL-FL
30' SANITARY SEWER
EASEMENT BY SEPARATE
DOCUMENT
REC. NO. ____________
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 4
GAR. 1
GA
R
.
2
GAR. 3
EX. STORM MANHOLE
RIM: 4947.73
INV IN (NE): 4943.26 15" PVC
INV OUT: 4943.21 15" PVC
TIE INTO EXISTING
MANHOLE
EXISTING GASLINE
EXISTING WATERLINE
(NWCWD)
EXISTING 12" DIP
WATERLINE (FC)
EXISTING 8" DIP
WATERLINE (FC)
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
EXISTING
ELECTRIC
EXISTING
FIBER OPTIC
EXISTING
STREETLIGHT
EXISTING
STREETLIGHT
EXISTING
STREETLIGHT
EXISTING
STORM INLET
EXISTING STORM
MANHOLE
EXISTING
STORM INLET
EXISTING
GASLINE
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
PROPOSED 8"
WATERLINE
PROPOSED 8"
WATERLINE
CONNECT TO
EXISTING 8"
DIP WATERLINE
W/ 8X8 TEE
AND TB
CONNECT TO
EXISTING 12"
DIP WATERLINE
W/ WET TAP
AND TBPROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED 1.5" WATER
METER AND CURB STOP
(SIZE TO BE CONFIRMED
BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 6"
SEWER SERVICE PROPOSED 6"
SEWER SERVICE
PROPOSED 6"
SEWER SERVICE
PROPOSED 1.5" WATER
METER AND CURB STOP
(SIZE TO BE CONFIRMED
BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 1.5" WATER
METER AND CURB STOP
(SIZE TO BE CONFIRMED
BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 1.5" WATER
METER AND CURB STOP
(SIZE TO BE CONFIRMED
BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 6"
SEWER SERVICE
PROPOSED 1.5" WATER
METER AND CURB STOP (SIZE
TO BE CONFIRMED BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 6"
SEWER SERVICE
PROPOSED 1.5" WATER
METER AND CURB STOP
(SIZE TO BE CONFIRMED
BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 6"
SEWER SERVICE
PROPOSED 1.5" WATER
METER AND CURB STOP
(SIZE TO BE CONFIRMED
BY MEP)
PROPOSED 6" FIRELINE
PROPOSED 6"
SEWER SERVICE
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
ELECTRIC
METERS (TYP.)
GAS METERS
(TYP.)
20'
DRAINAGE
EASEMENT
STORMTECH 4STORMTECH 3
STORMTECH 2
STORMTECH 1
PROPOSED
ROOF DRAIN
PROPOSED
ROOF DRAIN
PROPOSED
ROOF DRAIN
PROPOSED
ROOF DRAIN
PROPOSED
INLET
PROPOSED
AREA INLET
PROPOSED
ROOF DRAIN
PROPOSED
ROOF DRAIN
PROPOSED
ROOF DRAINPROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 6"
SEWER SERVICE
TRACT A
TRACT B
LOT 1
PROPOSED
TRANSFORMER
OUTLOT Z
IRRIGATION
METER
DETENTION
POND
CONCRETE ENCASEMENT
OF SEWER
ACCESS EASEMENT
DRAINAGE
EASEMENT
30' SANITARY SEWER EASEMENT
BY SEPARATE DOCUMENT
REC. NO. ______________
DRAINAGE AND
ACCESS EASEMENT
30' SANITARY SEWER
AND ACCESS EASEMENT
20' DRAINAGE
EASEMENT
FDC LOCATION (TYP.)
FDC LOCATION (TYP.)
FDC LOCATION
FDC LOCATION
FDC LOCATION
FDC LOCATION
FDC LOCATION (TYP.)
SANITARY LINE A
SEE SHEET C 402
SANITARY LINE A
SEE SHEET C 401
SANITARY LINE A2
SEE SHEET C 402
SANITARY LINE A
SEE SHEET C 401
30' ACCESS
EASEMENT
DRAINAGE EASEMENT
BY SEPARATE DOCUMENT
REC. NO. ______________
DRAINAGE
EASEMENT
SANITARY LINE A
SEE SHEET C 401
Sheet
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L
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I
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Y
P
L
A
N
7
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 )
1 inch = ft.
Feet05050
50
100 150
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL WATER SERVICES FOR THE BUILDINGS ARE ASSUMED TO BE 1.5". WILL BE
CONFIRMED BY MEP AT FDP.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
S
X
X
X
X
X
S
S S
D EDE
/ / /
/
/
/
/
/
/ / / / /
/
/
/
/ / /
/
/
/
/
/
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/
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/
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/ /
/
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/
/
/
/ / /
/
/
/
/
/
/ / / / / /
/
/
/ /
/
/
/
/
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/
8" W
8"
W
8"
W
8"
W
T
G
G
G
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E
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S
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FO
FO
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X
X
X
X
X
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X
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X X X X
X
X
X
X
X
X
X
X
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X
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AC
ACACAC
ACAC
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BRKR
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24
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S
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24
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S
S
24
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S
S
24
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S
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24
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S
S
24
"
S
S
24" SS 24" SS 24" SSS
SAN MH A1
STA 15+48.15
N: 132149.98
E: 198701.29
SAN MH A3
STA 17+54.23
N: 132306.50
E: 198598.76
EX SAN MH A0
STA 10+00.00
N: 132143.50
E: 199249.40
SAN MH A0
STA 12+08.30
N: 132145.25
E: 199041.11
208.30 LF EX. 24" CLAY @ 0.24%
339.85 LF 8" PVC @ 0.40%
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VANWORKS INC
900 E LINCOLN AVE
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
SAN MH A2
STA 16+81.09
N: 132233.36
E: 198597.75
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OUTLOT Z
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REC. NO. ____________
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INV.=4946.33
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339.85 LF 8" PVC @ 0.40%
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SAN MH A5
STA 22+82.57
N: 132834.79
E: 198606.06
SAN MH A4
STA 20+20.03
N: 132572.27
E: 198602.44
262.54 LF 8" PVC @ 0.40%
34
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903 BUCKINGHAM STREET
36
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F
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TRACT A
9' UTILITY EASEMENT
9' UTILITY EASEMENT
26
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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 )
1 inch = ft.
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50
100 150
PROFILE SCALE:
LINE
MATCH STA
19+00
SANITARY LINE A
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LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
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W
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PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
SS2
SS2
SS1
SS1
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DN
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DN DN
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SAN MH A5
STA 22+82.57
N: 132834.79
E: 198606.06
SAN MH A6
STA 26+31.10
N: 132840.92
E: 198257.59
262.54 LF 8" PVC @ 0.40%
348.53 LF 8" PVC @ 0.39%
BUCKINGHAM STREET
4T
H
S
T
R
E
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(P
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3R
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X
.
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0
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NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
36'
FL-FL
33.4'
FL-FL
9'
U
T
I
L
I
T
Y
E
A
S
E
M
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N
T
26' EAE, UT, DR
EASEMENT 12' UTIL
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63''
ROWBUILDING 1
BUILDING 4
BUILDING 3
BUILDING 2
SANITARY LINE A
SEE SHEET C 401
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
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(
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348.53 LF 8" PVC @ 0.39%
ODELL NORTH
EXISTING GROUND
8" PVC STORM
STA.=25+53.89
INV.=4949.61
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DNDN
/ / / / /
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/
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SAN MH A3
STA 17+54.23
N: 132306.50
E: 198598.76
324.16 LF 8" PVC @ 0.40%324.16 LF 8" PVC @ 0.40%
SAN MH A3-1
STA 13+24.16
N: 132310.95
E: 198274.64
3R
D
S
T
R
E
E
T
(E
X
.
6
0
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R
O
W
)
LOGAN STREET
(PRP. 63' ROW)
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
33
.
5
'
F
L
-
F
L
32.5'
FL-FL
9'
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DETENTION
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BUILDING 6 BUILDING 7
TRACT B
ACCESS EASEMENT
6' UTILITY EASEMENT
SANITARY LINE A
SEE SHEET C 401
30' ACCESS
EASEMENT
4930
4935
4940
4945
4950
4955
4960
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4970
4930
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4940
4945
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.
6
±
IN
V
.
O
U
T
4
9
4
3
.
3
3
(
E
)
PROPOSED GROUND
EXISTING GROUND
ODELL NORTH
EXISTING GROUD
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
Sheet
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A
&
A
2
9
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 )
1 inch = ft.
Feet05353
53
106 160
PROFILE SCALE:
LINE
MATCH STA
22+00
SANITARY LINE A
ST
A
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
22
+
0
0
C
4
0
1
PROFILE SCALE:
SANITARY LINE A2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
SS2
SS2
SS1
SS1
DNDN
DNDN
/ / / /
/
/
/
/
/ /
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/ /
/
/
/
/
/
/
S
D
CS
HYD
CS
W
G
G
G
G
G
G
W
W
W
W
W
W
W
X
X
X
G
G
G
G
G
G
W
W
W
W
W
W
W
X
X
X
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
LOGAN STREET
LOGAN STREET
(PRP. 63' ROW)
4T
H
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
BUILDING 6 BUILDING 7
9' UTILITY EASEMENT
6' UTILITY EASEMENT
DETENTION
POND
33
'
F
L
-
F
L
63
'
R
O
W
5' WALK
5' WALK
30" VERTICAL
CURB
MONOLITHIC
OUTFALL CURB
MONOLITHIC
OUTFALL CURB
6' CROSSPAN
TIE INTO EXISTING
CURBLINE
R20'
R20'R20'
OUTLOT Z
TRACT B
LOT 1
DRAINAGE AND
ACCESS EASEMENT
ACCESS EASEMENT
24'
PAVED
ACCESS
R20'
30' SANITARY SEWER
AND ACCESS EASEMENT
20' DRAINAGE
EASEMENT
30' ACCESS
EASEMENT
24' GRAVEL
DRIVE
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+50
-2.45%
1.50%1.00%
0.60%-0.60%
-1.00%
PV
I
S
T
A
=
1
0
+
0
1
.
9
8
PV
I
E
L
E
V
=
4
9
5
0
.
8
1
PV
I
S
T
A
=
1
0
+
1
1
.
7
2
PV
I
E
L
E
V
=
4
9
5
0
.
5
8
PV
I
S
T
A
=
1
0
+
3
9
.
7
2
PV
I
E
L
E
V
=
4
9
5
1
.
0
2
PV
I
S
T
A
=
1
0
+
6
4
.
7
2
PV
I
E
L
E
V
=
4
9
5
1
.
2
7
PV
I
S
T
A
=
1
4
+
3
0
.
7
9
PV
I
E
L
E
V
=
4
9
5
0
.
9
4
PV
I
S
T
A
=
1
4
+
6
8
.
2
9
PV
I
E
L
E
V
=
4
9
5
0
.
5
7
80.0' VC
HP ELEV = 4952.09
HP STA = 12+20.34
PVI STA = 12+20.34
PVI ELEV = 4952.21
BV
C
S
:
1
1
+
8
0
.
3
4
BV
C
E
:
4
9
5
1
.
9
7
EV
C
S
:
1
2
+
6
0
.
3
4
EV
C
E
:
4
9
5
1
.
9
7
A.D. = 1.20
K = 66.67
49
5
1
.
4
9
49
5
2
.
0
6
49
5
1
.
7
3
49
5
1
.
1
3
49
5
0
.
8
0
49
5
1
.
1
3
49
5
1
.
3
4
49
5
1
.
6
4
49
5
1
.
7
9
49
5
1
.
9
4
49
5
2
.
0
9
49
5
2
.
0
2
49
5
1
.
8
8
49
5
1
.
5
8
49
5
1
.
4
3
49
5
1
.
2
8
49
5
0
.
9
8
49
5
0
.
7
5
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
ODELL NORTH
EXISTING GROUND
C 500
PL
A
N
&
P
R
O
F
I
L
E
LO
G
A
N
A
V
E
N
U
E
10
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 )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT
FDP
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
PROPOSED STREET LIGHT
PROPOSED SAWCUT
PROPOSED 2' MILL AND OVERLAY
Sheet
TA
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of 17
FO
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I
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|
G
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|
M
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DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
CENTERLINE
LOGAN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
UD
UD
UD
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
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/
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/
/
/
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/
/
/
/
/
/
/
/
/
/
/
/
/
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/
/
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/
/
/
/
/
/
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/
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/
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/
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/
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DN
/ / / /
/
/
/
/
/ / / / / / / /
/ / / / / / / /
/ / / /
/
/
/
/
W
W
W
W
W
W
G
G
G
G
G
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W
W
W
W
W
W
W
W
W
W
W
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G
G
G
G
W
W
W
W
W
W
BU
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LO
G
A
N
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
4TH STREET
(PRP. 63' ROW)
BUILDING 2BUILDING 3BUILDING 7
9' UTILITY EASEMENT
9' UTILITY EASEMENT
DETENTION
POND
63' ROW
5' WALK
36'
FL-FL
5' WALK
30" VERTICAL CURB
R20'
R20'
8' CROSSPAN R20'
30' SANITARY
SEWER EASEMENT
TRACT A
OUTLOT Z
TRACT B LOT 1
24' PAVED ACCESS
STOP SIGN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
STOP SIGN
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-0.50%
-1.50%
3.90%
0.60%
1.00%
0.50%0.60%
PV
I
S
T
A
=
1
0
+
0
0
.
0
3
PV
I
E
L
E
V
=
4
9
5
0
.
5
7
PV
I
S
T
A
=
1
0
+
2
4
.
1
2
PV
I
E
L
E
V
=
4
9
5
0
.
4
5
PV
I
S
T
A
=
1
6
+
3
8
.
9
3
PV
I
E
L
E
V
=
4
9
5
0
.
8
9
PV
I
S
T
A
=
1
6
+
5
1
.
3
2
PV
I
E
L
E
V
=
4
9
5
1
.
3
1
PV
I
S
T
A
=
1
1
+
6
1
.
7
2
PV
I
E
L
E
V
=
4
9
5
1
.
5
9
PV
I
S
T
A
=
1
0
+
4
8
.
2
0
PV
I
E
L
E
V
=
4
9
5
0
.
5
7
PV
I
S
T
A
=
1
0
+
7
6
.
9
3
PV
I
E
L
E
V
=
4
9
5
0
.
7
4
80.0' VC
HP ELEV = 4953.27
HP STA = 14+53.66
PVI STA = 14+70.82
PVI ELEV = 4953.44
BV
C
S
:
1
4
+
3
0
.
8
2
BV
C
E
:
4
9
5
3
.
2
0
EV
C
S
:
1
5
+
1
0
.
8
2
EV
C
E
:
4
9
5
2
.
8
4
A.D. = 2.10
K = 38.11
49
5
0
.
4
5
49
5
0
.
5
8
49
5
0
.
7
3
49
5
0
.
9
7
49
5
1
.
2
2
49
5
1
.
4
7
49
5
1
.
6
7
49
5
1
.
8
2
49
5
1
.
9
7
49
5
2
.
1
2
49
5
2
.
2
7
49
5
2
.
4
2
49
5
2
.
5
7
49
5
2
.
7
2
49
5
2
.
8
7
49
5
3
.
0
1
49
5
3
.
1
6
49
5
3
.
2
7
49
5
3
.
2
1
49
5
2
.
9
9
49
5
2
.
6
3
49
5
2
.
2
5
49
5
1
.
8
8
49
5
1
.
5
0
49
5
1
.
1
3
49
5
1
.
2
5
ODELL NORTH
EXISTING GROUND
24" HDPE STORM
STA.=10+22.61
INV.=4944.98
30" HDPE STORM
STA.=11+34.87
INV.=4945.73
24" HDPE STORM
STA.=11+66.97
INV.=4946.33
C 501
PL
A
N
&
P
R
O
F
I
L
E
4T
H
S
T
R
E
E
T
11
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 )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT
FDP
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
PROPOSED STREET LIGHT
PROPOSED SAWCUT
PROPOSED 2' MILL AND OVERLAY
Sheet
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DN
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DN
DN
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DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
CENTERLINE
4TH STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
DN DN
DN
DN
ELEC
ELEC
VAULT
CABLE
CS
W
W W W W W W W W W W W W W W W W W W W W
EEE
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FO FO FO FO
G G G G G G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWWWWWWW
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HYD
X
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUCKINGHAM STREET
(PRP. ROW VARIES)
3R
D
S
T
R
E
E
T
(E
X
.
6
0
'
R
O
W
)
4T
H
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
BUILDING 1 BUILDING 2
6' UTILITY EASEMENT
5' WALK
5'
W
A
L
K
41
'
F
L
-
E
O
P
68
'
R
O
W
71
'
R
O
W
36
'
H
A
L
F
RO
W
39
'
F
L
-
E
O
P
78
'
R
O
W
35
'
E
X
.
F
L
-
E
O
P
9' UTILITY EASEMENT
5' WALK
∆
∆
∆
∆
TIE INTO EXISTING
SIDEWALK
PROPOSED
SAWCUT
MONOLITHIC
OUTFALL CURB
30" VERTICAL
CURB
PROPOSED
SIDEWALK
CULVERT
TIE INTO
EXISTING CURB
EXISTING
SECTION LINE
TRACT A
PROPOSED WIDENING
REQUIRED FOR
PROPOSED SECTION PROPOSED WIDENING
REQUIRED FOR
PROPOSED SECTION
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
(-0.66%)
(-0.34%)(0.09%)
(-0.42%)
EXISTING
GROUND
EXISTING
GROUND
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
-0.40%
PV
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S
T
A
=
1
0
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.
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V
=
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.
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.
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2
.
4
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49
5
2
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5
2
.
2
3
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49
5
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3
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
(-0.32%)
(-1.05%)
(-3.01%)
(-0.61%)
C 502
PL
A
N
&
P
R
O
F
I
L
E
BU
C
K
I
N
G
H
A
M
S
T
R
E
E
T
12
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 )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
BUCKINGHAM STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
BUCKINGHAM STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT
FDP
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
PROPOSED STREET LIGHT
PROPOSED SAWCUT
PROPOSED 2' MILL AND OVERLAY
Sheet
TA
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KEYMAP
VAULTCABLE
4T
H
S
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E
E
T
LOGAN AVENUE
3R
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T
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E
T
BUCKINGHAM STREET
DUCTIL
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BU
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E
T
3RD STREET
(EX. 60' ROW)
LO
G
A
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T
R
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E
T
LO
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N
S
T
R
E
E
T
(P
R
P
.
6
3
'
R
O
W
)
BUILDING 1
BUILDING 6 BUILDING 4
GAR. 1GAR. 3
6' UTILITY EASEMENT
33'
FL-FL 60' ROW
5' WALK
TIE INTO EXISTING
CURBLINE
30" VERTICAL
CURB
MONOLITHIC
OUTFALL CURB
MONOLITHIC
OUTFALL CURB
MONOLITHIC
OUTFALL CURB
MONOLITHIC
OUTFALL CURB
R20'R20'5' WALK 5' WALK
40'
FL-FL
PROPOSED SAWCUT
PROPOSED
CURB INLET
MONOLITHIC
INFALL CURB
R20'
PROPOSED
SAWCUT
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
EXISTING
GROUND
EXISTING
GROUND
(0.38%)
(0.14%)
(0.55%)
(-0.18%)(0.51%)(0.26%)
(0.34%)
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
49
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PV
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.
6
1
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
(0.16%)(0.10%)
C 503
PL
A
N
&
P
R
O
F
I
L
E
3R
D
S
T
R
E
E
T
13
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 )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT
FDP
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
PROPOSED STREET LIGHT
PROPOSED SAWCUT
PROPOSED 2' MILL AND OVERLAY
Sheet
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of 17
FO
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DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
CENTERLINE
3RD STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
3RD STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
DN DN
DN
DN
VAULT
CABLE
CS
W
W W W W W W W W W W W W W W W W
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
G
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W
W
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W
W W W W W W W W W W W W W W W W
G G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWWW
G
G
G
W
W
E
HYD
X
10
+
5
0
11
+
0
0
11
+
5
0
12
+
0
0
12
+
5
0
13
+
0
0
13
+
5
0
14
+
0
0
14
+
5
0
15
+
0
0
4T
H
S
T
R
E
E
T
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
68
'
R
O
W
5' SIDEWALK
5' SIDEWALK
26
.
9
0
'
C
L
-
F
L
EXISTING EDGE
OF ASPHALT
PROPOSED EDGE
OF ASPHALT
15
.
0
0
'
C
L
-
E
O
P
EXISTING GAS (TYP.)
PROPOSED
SAWCUT
LINE (TYP.)
EXISTING 24" DIP
WATERLINE (NWCWD)
EXISTING 12" DIP
WATERLINE (FC)
MONOLITHIC
OUTFALL CURB
30" VERTICAL
CURB TIE INTO
EXISTING CURB
3.00'
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
BUILDING 1 BUILDING 2
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
13+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
11+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
FL
E
L
=
49
5
2
.
2
2
-3.13%
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
11+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
FL
E
L
=
49
5
2
.
0
2
-1.10%
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
12+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
FL
E
L
=
49
5
1
.
8
2
-2.69%
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
12+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
FL
E
L
=
49
5
1
.
6
3
-3.38%
FL
E
L
=
49
5
1
.
4
3
-3.00%
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
13+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
FL
E
L
=
49
5
1
.
2
3
-3.48%
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
14+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
14+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
15+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 40 600-20-40-60
49
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2
.
4
49
5
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3
6
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5
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5
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5
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8
7
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.
6
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5
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GAS
GAS
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GAS
EX
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-
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EX
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A
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A
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PR
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D
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F
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Y
PR
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-
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F
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W
A
Y
PR
O
P
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D
R
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T
-
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F
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W
A
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PR
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R
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-
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F
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PR
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PR
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T
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A
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PR
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T
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A
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PR
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T
-
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F
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A
Y
PROPOSED
GROUND (TYP.)
APPROXIMATE
LOCATION EXISTING
GAS (TYP.)APPROXIMATE
EXISTING 12" DIP
WATER (TYP.)
EXISTING
GROUND (TYP.)
-5.1%
-12.7
%
-6.3%
-10.0
:
1
-1.9%
-5.1%
-4.3
:
1
-5.1%
-9.3:1
-3.3%
-4.3%
-1.8%-2.0%
-6.6%-2.1%
-3.8%
-7.8%
-5.5%
-4.5
:
1
-2.4%-3.8%
-1.1%
APPROXIMATE
EXISTING 24" DIP
WATER (TYP.)
-2.2%
-0.5%
-2.2%
-2.2%
C 504
CR
O
S
S
S
E
C
T
I
O
N
S
BU
C
K
I
N
G
H
A
M
S
T
R
E
E
T
14
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 )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT
FDP
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
PROPOSED STREET LIGHT
PROPOSED SAWCUT
PROPOSED 2' MILL AND OVERLAY
Sheet
TA
P
E
S
T
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Y
Th
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of 17
FO
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C
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L
L
I
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S
|
G
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E
L
E
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|
M
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|
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2
2
1
.
4
1
5
8
DN
DN
DNDN
DN
DN
DNDN
DN DN
DN DN
DNDN
KEYMAP
VAULTCABLE
4T
H
S
T
R
E
E
T
LOGAN AVENUE
3R
D
S
T
R
E
E
T
BUCKINGHAM STREET
DUCTIL
E
I
R
O
N
NYLOPL
A
S
TDNDN
DN
EL
E
C
EL
E
C
D
CSWCSCSCS
HYD
W
W
W
W
G
G
G
W
W
W
G G G G G G G G G G G G G G G G G G
G
WWWWWWWWWWWWWWWWWWWWW W
W
W
G
G
G
W
W
W
G G G G G G G G G G G G G G G G G G G
G
WWWWWWWWWWWWWWWWWWWWW
10
+
0
0
10
+
5
0
11
+
0
0
11
+
5
0
12
+
0
0
12
+
5
0
13
+
0
0
13
+
5
0
14
+
0
0
14
+
5
0
15
+
0
0
15
+
5
0
16
+
0
0
16
+
5
0
LO
G
A
N
A
V
E
N
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E
BU
C
K
I
N
G
H
A
M
S
T
R
E
E
T
3RD STREET
40
'
F
L
-
F
L
60
'
R
O
W
33
'
F
L
-
F
L
PROPOSED 5' SIDEWALK 5' SIDEWALK
EXISTING 3.04'
ATTACHED SIDEWALK
6
0
'
R
O
W
EXISTING
GAS (TYP.)
EXISTING 8"
DIP WATER
MONOLITHIC
OUTFALL CURB
30" VERTICAL
CURB
7.50'
TIE INTO
EXISTING CURB
BUILDING 1
BUILDING 6 BUILDING 4 GAR. 1
GAR. 3
MONOLITHIC
INFALL CURB
EXISTING ROLL-OVER
CURB & GUTTER
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
10+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
11+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
11+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
12+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
12+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
13+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
13+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
14+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
14+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
15+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
15+50
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
CE
N
T
E
R
LI
N
E
Horizontal Scale 1" = 20'
Vertical Scale 1" = 5'
16+00
4942
4944
4948
4952
4956
4942
4944
4948
4952
4956
0 20 400-20-40
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F.O.
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
APPROXIMATE
LOCATION EXISTING
GAS (TYP.)APPROXIMATE
EXISTING 8" DIP
WATER (TYP.)
EXISTING
GROUND (TYP.)
-3.9%
-2.2%
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:
1
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FL EL =
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S
3R
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S
T
R
E
E
T
15
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 )
1 inch = ft.
Feet04040
40
80 120
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS WILL BE PROVIDED AT
FDP
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.THE EXISTING SURFACE SHOWN ON THIS PLAN IS A COMBINATION OF FIELD SURVEY
BY NORTHERN ENGINEERING AND THE APPROVED PLANS "UTILITY PLANS FOR ODELL
NORTH, DATED 12/09/2021". IT IS ASSUMED AND REQUIRED THAT THE GRADING FROM
THE ODELL NORTH PROJECT IS COMPLETED PRIOR TO THE START OF TAPESTRY.
THE GRADING FOR TAPESTRY TIES DIRECTLY INTO THIS SURFACE.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
PROPOSED STREET LIGHT
PROPOSED SAWCUT
PROPOSED 2' MILL AND OVERLAY
Sheet
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3R
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V.P.
LID
C.O.
AC
DD
ALFREDO LOZANO
128 3RD STREET
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
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'
R
O
W
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LOGAN STREET
EXISTING
STORM INLET
EXISTING STORM
MANHOLE
EXISTING
STORM INLET
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
FLOW DIVIDE FOR
OVERTOPPING CONDITION
EX 15" GRATE INLET
RIM: 4945.85
INV. OUT (S) (6" PVC): 4945.19
os2
h3
h4
os1
h5
h2
h1
H1
H5
OS1
H2
H3
H4
OS2
EXISTING TEMPORARY
INFILTRATION/DETENTION POND
EXISTING
BIO-RETENTION TRENCH
EXISTING DRAINAGE EASEMENT
(REC. #20130033412)
EXISTING DRAINAGE EASEMENT
(REC. #2002077766)
EXISTING DRAINAGE EASEMENT
(REC. #19950074251)
Sheet
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16
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 )
1 inch = ft.
Feet05050
50
100 150
NORTH
4953
PROPOSED STORM SEWER
EXISTING CONTOUR
PROPERTY BOUNDARY
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BOUNDARY
CROSS SECTION
AA
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR TAPESTRY, DATED AUGUST
13, 2024 FOR ADDITIONAL INFORMATION
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NOTE: ACCORDING TO THE DRAINAGE
REPORT FOR COLORADO IRON AND
METALS; OFFSITE FLOWS FROM THE
TAPESTRY SITE TO THE PROPOSED
DETENTION AREA FOR COLORADO
IRON AND METALS (EAST OF BASIN
H3) DRAIN TO THE FLOW PATH AT
ODELLS.
DEVELOPED DRAINAGE SUMMARY
Basin ID Design
Point
Total Area
(acres)C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
On-Site Basins
H1 h1 0.31 0.27 0.34 10.99 10.99 0.18 0.80
H2 h2 2.99 0.33 0.41 12.78 12.78 1.98 8.63
H3 h3 5.37 0.18 0.23 12.78 12.78 1.99 8.68
H4 h4 1.23 0.14 0.17 12.14 12.14 0.35 1.54
H5 h5 1.23 0.10 0.13 10.42 10.15 0.27 1.19
Off-Site Basins
OS1 os1 0.43 0.90 1.00 6.49 5.77 1.02 4.12
OS2 os2 0.42 0.48 0.60 9.29 8.30 0.46 2.09
Combined Basins
H1 & H2 h1 & h2 3.30 0.32 0.40 12.78 12.78 2.15 9.37
S
ELEC
ELEC
VAULT
CABLE
ELEC
ELEC
D
CS
W
CS
CS
CS
HYD
CS
CS
W
W
W W W W W W W W W W W W W W W
FO FO
G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWW
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FO FO
G G G G G G G G G G G G G G G GWWWWWWWWWWWWWWWW
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AC
ACACAC
ACAC
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BRKR
ELEC
BRKR
ELEC
BRKRELEC
BRKR
D
D
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
HYD
D
X
X
X
X
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UD
UD
UD
UD
UD
DUCTILE IRON
NYLOPLAST
DUCTILE IRON
NYLOPLAST
X
X
D
E
E
E
D E
E
NEW BELGIUM BREWING CO INC
902 BUCKINGHAM STREET
ALFREDO LOZANO
128 3RD STREET
G AND A INVESTMENTS LLC
903 BUCKINGHAM STREET
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
DN
DN
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DN
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X
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D
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/ / /
/
/
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/
/
/ / / / /
/
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/
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DETENTION
POND
D1.2
C2.1
D1.1
D1.3
D1.4
TRACT A
OUTLOT Z
TRACT B
LOT 1
ODELL INVESTMENTS LLC
800 E LINCOLN AVE
1.00 ac.
B2
1.14 ac.
F1
1.11 ac.
D3
0.50 ac.
A1
0.23 ac.
D2
1.27 ac.
C1
0.21 ac.
D5
0.61 ac.
C2
0.66 ac.
B1
0.73 ac.
D1
1.21 ac.
E1 e1
b1 b2
f1
d3 d5
c2
d1 d2
a1
c1
EXISTING
STORM INLET
EXISTING STORM
MANHOLE
EXISTING
STORM INLET
TEMPORARY CONSTRUCTION
EASEMENT
REC. NO. 20090031970
PRIVATE ACCESS & UTILITY
EASEMENT
REC. NO. 20100026776
PROPOSED INLET
PROPOSED
INLET
PROPOSED
INLET
PROPOSED INLET
COMBINED
INLET
AND WEIR
STRUCTURE
PROPOSED INLET
PROPOSED INLET
PROPOSED INLET
WEIR
STRUCTURE
UNDERGROUND
CHAMBERS 2
UNDERGROUND
CHAMBERS 1
UNDERGROUND
CHAMBERS 3
UNDERGROUND
CHAMBERS 4
WEIR
STRUCTURE
WEIR
STRUCTURE
SIDEWALK
CULVERT
PROPOSED
DRAINAGE
PAN
PROPOSED OUTLET
STRUCTURE
PROPOSED INLET
PROPOSED
DRAINAGE PAN
BUCKINGHAM STREET
3R
D
S
T
R
E
E
T
(E
X
.
6
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'
R
O
W
)
LOGAN STREET
LOGAN STREET
(PRP. 63' ROW)
4T
H
S
T
R
E
E
T
(P
R
P
.
6
2
'
R
O
W
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BUILDING 1 BUILDING 2
BUILDING 3
BUILDING 5
BUILDING 6 BUILDING 7
BUILDING 4
GAR. 1
GA
R
.
2
GAR. 3
1.02 ac.
P
1.07 ac.
G1
0.37 ac.
G2
0.21 ac.
D4
0.34 ac.
A2
1.09 ac.
OD
od
a2 p
g1
g2
d4
INTERIM
INFILTRATION/DETENTION POND
EXISTING
BIO-RETENTION TRENCH
POTENTIAL FUTURE
DETENTION POND
EX 15" GRATE INLET
RIM: 4945.85
INV. OUT (S) (6" PVC): 4945.19
0.26 ac.
G3
TIE INTO EXISTING MANHOLE
EX. STORM MANHOLE
RIM: 4947.73
INV IN (NE): 4943.26 15" PVC
INV OUT: 4943.21 15" PVC
FULLY DEVELOPED 500-YR
OVERFLOW PATH
PROPOSED OVERFLOW
WEIR
Sheet
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17
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 )
1 inch = ft.
Feet05050
50
100 150
NORTH
4953
PROPOSED CONTOUR 93
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
MAJOR EVENT DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR TAPESTRY, DATED AUGUST
13, 2024 FOR ADDITIONAL INFORMATION.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
MINOR EVENT DRAINAGE BASIN BOUNDARY
LID Site Summary - New Impervious Area
Total Area of Current Development 446,077 ft2
Total New or Modified Impervious Area 254,001 ft2
75% Required Minimum Area to be Treated by LID 190,501 ft2
Total Impervious Area Treated by LID 192,237 ft2
Percent Impervious Treated by LID 75.68%
POND SUMMARY TABLE
Pond ID
Tributar
y Area
(ac)
Avg. Percent
Imperviousnes
s (%)
Extended
Detention
WQCV
(ac-ft)
100-Yr
Detention
Vol. (ac-ft)
100-Yr
Detention
WSEL (ft)
Spillway
Elevation
(ft)
Peak
Release
(cfs)
Detention Pond 10.24 67 0.07 2.54 4,949.86 4,950.00 2.05
Interim
Infiltration/Detention
Pond
2.16 26 0.02 0.27 4,946.97 4,947.66 0.43
DEVELOPED DRAINAGE SUMMARY
Basin ID Design
Point
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr
Tc (min)
Q2
(cfs)
Q100
(cfs)
Proposed Basins
A1 a1 0.50 0.77 0.96 5.00 5.00 1.09 4.77
A2 a2 0.34 0.79 0.99 5.00 5.00 0.78 3.38
B1 b1 0.66 0.82 1.00 5.00 5.00 1.55 6.59
B2 b2 1.00 0.88 1.00 5.00 5.00 2.52 9.97
C1 c1 1.27 0.73 0.92 5.54 5.00 2.57 11.59
C2 c2 0.61 0.86 1.00 5.00 5.00 1.49 6.05
D1 d1 0.73 0.89 1.00 5.00 5.00 1.85 7.22
D2 d2 0.23 0.90 1.00 5.00 5.00 0.59 2.30
D3 d3 1.11 0.50 0.62 10.89 8.87 1.20 5.69
D4 d4 0.21 0.78 0.98 5.00 5.00 0.47 2.07
D5 d5 0.21 0.75 0.94 5.00 5.00 0.44 1.92
E1 e1 1.21 0.77 0.96 6.16 5.00 2.48 11.57
F1 f1 1.14 0.21 0.26 12.17 12.17 0.49 2.16
G1 g1 1.07 0.22 0.28 10.86 10.86 0.51 2.24
G2 g2 0.37 0.22 0.27 5.63 5.33 0.22 1.01
G3 g3 0.26 0.23 0.29 8.20 7.65 0.15 0.65
OD od 1.09 0.55 0.69 9.77 7.59 1.35 6.41
P p 1.02 0.21 0.27 10.64 10.05 0.47 2.08
Future Development Basins
F1 FUTURE f1 1.14 0.85 1.00 5.00 5.00 2.77 11.37
G1 FUTURE g1 1.07 0.76 0.94 7.25 5.00 2.03 10.04
G2 FUTURE g2 0.37 0.22 0.27 5.21 5.00 0.23 1.01
G3 FUTURE g3 0.26 0.23 0.29 8.20 7.65 0.15 0.65
Minor Storm Event Sub-Basins
C2.1 c2.1 0.04 0.95 n/a 5.00 5.00 0.11 n/a
D1.1 d1.1 0.01 0.95 n/a 5.00 5.00 0.04 n/a
D1.2 d1.2 0.04 0.95 n/a 5.00 5.00 0.10 n/a
D1.3 d1.3 0.16 0.95 n/a 5.00 5.00 0.43 n/a
D1.4 d1.4 0.07 0.95 n/a 5.00 5.00 0.20 n/a
Combined Basins
DETENTION POND p 10.24 0.72 0.90 11.00 7.64 15.74 79.34
INTERIM INFILTRATION
POND od 2.16 0.39 0.48 10.86 10.86 1.81 7.88
FUTURE ODELL POND g2 2.79 0.55 0.69 10.86 8.59 3.35 15.85
WQCV p 3.35 0.61 0.76 9.39 7.70 4.70 21.95
UG1 ug1 1.66 0.86 1.00 5.00 5.00 4.07 16.56
UG2 ug2 1.88 0.78 0.97 5.85 5.00 4.02 18.11
UG3 ug3 0.73 0.89 1.00 5.00 5.00 1.85 7.22
UG4 ug4 1.76 0.62 0.77 10.53 7.66 2.35 11.64
Combined Basins Minor Storm Event
UG1*ug1*1.62 0.86 n/a 5.00 N/A 3.94 n/a
UG2*ug2*1.92 0.78 n/a 5.82 N/A 4.13 n/a
UG3*ug3*0.97 0.91 n/a 5.00 N/A 2.50 n/a
UG4*ug4*1.53 0.56 n/a 11.48 N/A 1.84 n/a
Undetained Basins
G2, G3 g2, g3 0.64 0.22 0.28 11.36 11.36 0.30 1.31