HomeMy WebLinkAboutTHE SAVOY - FDP230012 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSSheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
CS1 COVER STEET1
Northern Engineering
Project No. 514-003
Date: July 28, 2021
MARCH 2023 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
City of Fort Collins Benchmark 7-01
NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100 FT.
WEST OF THE WEST CURB LINE OF THE EAST ENTRANCE TO H.P.
ELEV.=4941.52
City of Fort Collins Benchmark 7-07
0.5 MILES SOUTH OF HARMONY RD. AND STRAUSS CABIN RD., ON THE WEST SIDE
OF STRAUSS CABIN RD., ON THE NORTHWEST WINGWALL OF THE BRIDGE OVER
AN IRRIGATION CANAL ON A LARIMER COUNTY CAP.
ELEV.=4879.16
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the East line of Tract A, Brookfield First Replat as bearing South
01° 23' 27" West.
PROJECT BENCHMARKS:
THE SAVOY
PROJECT TEAM:
Steve Allen
Henry Design Group
1501 Wazee St. Suite 1C
Denver, Colorado 80202
(303) 446-2368
Milestone Development
Ken Kiken
1225 17th St Unit 29
Denver, CO 80202
(303) 298-7270
Northern Engineering Services, Inc.
Blaine Mathisen, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ORIGINAL FIELD SURVEY BY:
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 EROSION CONTROL NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
5 HC1 HORIZONTAL CONTROL PLAN
UTILITY SHEETS
6-7 U1-U2 UTILITY PLAN
8 SS1 SANITARY SEWER A PLAN & PROFILE
GRADING SHEETS
9-12 G1-G4 GRADING PLANS
13 SUB1 STORMTECH SUBGRADE PLAN
ROADWAY SHEETS
14 R1 LE FEVER DRIVE PLAN & PROFILE
STORM DRAIN SHEETS
15 ST1 STORM DRAIN A PLAN & PROFILE
16 ST2 STORM DRAIN A3 & A3-1 PLAN & PROFILE
17 ST3 STORM DRAIN B PLAN & PROFILE
18 ST4 STORM DRAIN B5 & RO PLAN & PROFILE
19 ST5 STORM DRAIN C PLAN & PROFILE
20 ST6 STORM DRAIN D PLAN & PROFILE
21 ST7 STORM DRAIN D1 PLAN & PROFILE
22 ST8 STORM DRAIN D4 PLAN & PROFILE
23 ST8 STORM DRAIN E & E1 PLAN & PROFILE
DETAIL SHEETS
24 D1 SANITARY SEWER DETAILS
25 D2 WATERLINE DETAILS
26-31 D3-D8 DRAINAGE DETAILS
32 D9 SITE DETAILS
EROSION CONTROL SHEETS
33 EC1 INITIAL EROSION CONTROL PLAN
34 EC2 INTERIM EROSION CONTROL PLAN
35 EC3 FINAL EROSION CONTROL PLAN
36 EC4 EROSION CONTROL DETAILS
DRAINAGE SHEETS
37 DR1 DRAINAGE EXHIBIT
FINAL UTILITY PLANS FOR
Earth Engineering Consultants, LLC
"Geologic and Preliminary Geotechnical Investigation - The Savoy"
Fort Collins, Colorado
EEC Project No. = FC10152-115
Date: November 17, 2021
SUBSURFACE EXPLORATION BY:
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
GAS-----------------Xcel Energy-----------------------------Stephanie Rich (970) 225-7828
ELECTRIC--------City of Fort Collins Light & Power-- Rob Irish (970) 224-6167
CABLE-------------Xfinity--------------------------------------Don Kapperman (970) 567-0245
TELECOM.--------Centurylink-------------------------------Bill Johnson (970) 490-7501
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6339
WASTEWATER-South Fort Collins Sanitation--------TBD
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6339
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
** The underground utility locates are based upon the best available information at the time of locating.
Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of
data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior
to construction, and notify the Engineer of any discrepancies found.
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:
SITE I-25HARMONY ROAD
ZIEGLER ROADKECHTER ROAD STRAUSS CABIN RD.Adam Kanto
Kephart
2555 Walnut St
Denver, Colorado 80205
(303) 832-4474
BUILDING ARCHITECT
7'7'
PARK
37' ROADWAY
53' ROW (MIN.)
UTIL.
ESMT.
9'
(MIN.)
PKWY6'
WALK
(MIN)
4.5'
INSET
PARK
9'
5.5'
WALK
FROM
UTIL.
ESMT.
8.5'PKWY
23'
TRAVEL
7'
PARK
7'BUMP-OUT
LANDSCAPE
30' ROADWAY
53' ROW (MIN.)
(MIN)
WALK
5.5'
UTIL.
ESMT.
9'
(MIN.)
PKWY6'
WALK
(MIN)
4.5'
9'
UTIL.
ESMT.
8.5'PKWY
30' SETBACK (MAX)
23'
TRAVEL
NOTE: NO MORE THAN 3 (23' X 7') PARKING SPACES
SHALL BE IN A ROW PRIOR TO LANDSCAPE BUMP-OUT
BROOKFIELD DRIVE AND PRECISION DRIVE AT
INSET PARKING
(53' ROW MIN)
BROOKFIELD DRIVE AND PRECISION DRIVE AT
LANDSCAPE BUMP-OUTS
(53' ROW MIN)
10'
TRAVEL
8'
PARK
8.5'(MIN.)
PKWY
36' ROADWAY
63' ROW (MIN.)
(MIN)
WALK
5'
UTIL.
ESMT.
9'
(MIN.)
PKWY13.5'
9'
UTIL.
ESMT.
CONNECTOR LOCAL STREET
(63' ROW)
CUSTOM TYPICAL SECTION WITH 4' OF
DEDICATED ROW
(73' ROW)
PRECISION DRIVE
BROOKFIELD DRIVE
PRECISION DRIVE
BROOKFIELD DRIVE
LE FEVER DRIVE
CINQUEFOIL LANE
7'
PARK
8.5'
49.5' FL TO FL
EX. 72.5' ROW
UTIL.
ESMT.
9'
(MIN.)
PKWY8.5'
WALK
(MIN)
5'
9'
UTIL.
ESMT.
5'
BIKE
7'
PARK
5'
BIKE
12.75'
TRAVEL
LANE
12.75'
TRAVEL
LANE
(MIN.)
PKWY
WALK
5'
DEDICATED ROW4'
10'
TRAVEL
8'
PARK
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
SOUTH FORT COLLINS
SANITATION DISTRICTCINQUEFOIL LANEROCK CREEK DR.
EXISTING PROPOSED EXISTING
76.5' ROW
The report appears to be from CTL
Thompson, not Earth Engineering
Consultants.
4
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
CS2 CONSTRUCTION NOTESGENERAL &2
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 The Savoy dated 03/29/2023 by Northern Engineering shall be followed and
implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 7-01
NORTH SIDE OF HARMONY ROAD ON AN IRRIGATION STRUCTURE APPROX 100 FT. WEST OF THE WEST CURB LINE OF THE
EAST ENTRANCE TO H.P.
ELEV.=4941.52
City of Fort Collins Benchmark 7-07
0.5 MILES SOUTH OF HARMONY RD. AND STRAUSS CABIN RD., ON THE WEST SIDE OF STRAUSS CABIN RD., ON THE
NORTHWEST WINGWALL OF THE BRIDGE OVER AN IRRIGATION CANAL ON A LARIMER COUNTY CAP.
ELEV.=4879.16
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for
their vertical datums.
If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the East line of Tract A, Brookfield First Replat as bearing South 01° 23' 27" West.
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.Proposed Variances are listed as follows:
1. Inset parking along Precision Drive and Brookfield Drive.
2. Intersection spacing - High Volume Drive - Brookfield Drive
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 THE SAVOY.
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 The Savoy dated 03/29/2023 by Northern Engineering shall be followed and
implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E.Utility Notes
1.All water meter pits shall be installed in landscaping only, no hard surfaces.
2.Manhole rim elevations are to be adjusted to 1/4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being located
within bicycle or vehicle wheel paths.
3.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.
4.All water fittings and valves are only graphically represented and are not to scale.
5.All water services shall be 3 4" diameter unless otherwise noted. All sanitary services shall be 4" diameter unless otherwise noted.
All sanitary sewer, storm sewer, and water line
Please revise this note
to match the language in
LCUASS Appendix E-1.
Engineering
City of Fort Collins
City of Fort Collins
fourteen (14)
Please add Grading and Erosion Control Note 17.
All lane lines shall be latex paint.
Latex paint
Please add Traffic Signing and Pavement Marking Construction Notes 16, 17, and 18.
Please add Storm Drainage Note 4.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
S
S
S
S
S
S
S
H2O
S
W W W W
WWWTTTTT
TT T T T T T T T T T T T T T
TT
TT T
T
H2OGAS
GGGAS EEVAULT
ELEC
W W W
SSSSSS8" W8" W8" W 8" W
SSSSCINQUEFOIL LANE(69' WIDE R/W)V.P.12" WHC
S
SWWFFDCFFDC
EEEG G G G
GG15" SS 15" SS 15" SS
E E E
H2O
H2O
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H2OEEEE
EEEEEEEEEWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W
WWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST ST ST
STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST STSTSTSTSTSTSTSTSTSTSTSS
SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
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D
D
D
DD
D
DD
D
D
HY DH2OVENT
HY DH YDHY DHY DHY D
H2O
S
S
S
S
S
S
S
S
S
GAS
GAS
GAS
GAS
GAS
E
ELEC
F.O.
C.O.
C.O.STF.O.
TF
S
S
9' UTILITY EASEMENT
TO BE VACATED
9' UTILITY EASEMENT
TO BE VACATED
9' UTILITY EASEMENT
TO BE VACATED
9' UTILITY EASEMENT
TO BE VACATED
20' DRAINAGE EASEMENT
TO BE VACATED
±39 LF OF CURB AND GUTTER
(TO BE REMOVED_
±584 LF OF CURB AND GUTTER
(TO BE REMOVED)
±540 LF OF CURB AND GUTTER
(TO BE REMOVED)
EXISTING BARRICADES
(TO BE REMOVED)
±230 SF OF CONCRETE
(TO BE REMOVED)
±245 SF OF CONCRETE
(TO BE REMOVED)
EXISTING STOP SIGN
(TO BE RELOCATED)
EXISTING STORM MANHOLE
EXISTING 8" SANITARY
SEWER STUB
±7 LF OF 8" SANITARY SEWER
(TO BE REMOVED)
EXISTING WATER STUB
AND VALVE
(TO BE REMOVED)
EX. 50'
FL-FL
EX. 72' ROW
EX. 30'
FL-FL
EX. 51' ROW
EX. 30'FL-FLEX. 51' ROWEXISTING FIRE HYDRANT
(TO BE RELOCATED)
EXISTING GAS LINE
EXISTING TELECOME LINE
(TYP.)
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING STOP SIGN
EXISTING SINGLE PHASE
TRANSFORMER (TO BE RELOCATED
TO UNDERGROUND VAULT)
EX. 76' ROW EX. 50'
FL-FL
EX. 51' ROW EX. 30'
FL-FL
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////STORM MH
RIM=4904.75
INV=4897.53 (W)
INV=4897.88 (S)
BTM=4897.83
STORM MH
RIM=4904.31
INV IN=4897.38 (N)
INV OUT=4897.31 (E)
BTM=4897.31
STORM MH
RIM=4902.70
INV IN=4895.77 (W)
INV OUT=4895.65 (E)
STORM MH
RIM=4900.70
INV IN=4894.59 (N)
INV IN=4894.54 (W, S)
INV OUT = 4894.54 (E)
RIM=4901.06
24" RCP
FL=4894.93 (N)
RIM=4901.10
RIM=4901.18
FL=4894.95 (NW, S)
STUB NW
GRATE=4906.69
INV=4900.49 (E)
STORM MH
RIM=4907.68
INV IN=4900.28 (W)
INV OUT=4900.04 (N)
GRATE=4906.23
INV=4902.21 (E)GRATE=4906.36
INV=4902.08 (W)
STORM MH
RIM=4907.12
INV IN=4901.75 (W)
INV IN=4901.88 (E)
INV IN=4898.64 (S)
INV OUT=4898.76 (N)
STORM MH
RIM=4908.77
INV IN=4897.83 (W) 24" RCP
INV IN=4897.77 (S)
INV OUT=4897.72 (N)
EX. 56.6 LF 24" RCP @ 0.37%
EX. 6" PVC
SAN MH
RIM=4903.79
INV IN=4891.53 (E)
INV OUT=4891.15 (S)
SAN MH
RIM=4902.41
INV IN=4890.08 (N)
INV OUT=4889.88 (S)EX. 265.1 LF 12" PVC @ 0.40%SAN MH
RIM=4901.24
INV IN=4888.89 (N)
INV IN=4888.84 (E)
INV OUT=4888.70 (S)273.9 LF 12" PVC @ 0.36%12" PVCSAN MH
RIM=4902.30
INV IN=4893.07 (S)
INV OUT=4891.92 (W)
SAN MH
RIM=4904.34
INV IN=4890.44 (E)
INV IN=4890.30 (N)
INV OUT=4890.13 (W)
SAN MH
RIM=4904.96
INV IN=4889.82 (E)
INV IN=4889.64 (W)
INV IN=4889.44 (N)
INV OUT=4889.07 (S)EXISTING 12" PVCEX. 6" PVCSAN MH
RIM=4904.68
77.5 LF 12"
PVC @ 0.4%
SAN MH
RIM=4908.06
INV IN=4891.57 (N)
INV IN=4892.01 (E)
INV OUT=4891.53 (S)
8" PVC
340.4 LF 12" PVC @ 0.61%SAN MH
RIM=4908.54
INV IN=4893.58 (N)
INV OUT=4893.45 (S)EX. 279.6 LF 12" PVC @ 0.67%EX. 12" PVC
EX. 357.9 LF 12" DIP @ 0.41%
EX. 291.70 LF 48" RCP @ 0.53%EX. 36" RCPEX. 215.3 LF 24" RCP @ 0.50%EX. 292.0 LF 48" RCP @ 0.38%EX. 215.6 LF 24" RCP @ 0.65%8" PVCPRECISION DRIVE BROOKFIELD DRIVELE FEVRE DRIVE
CINQUEFOIL LANELE FEVRE DRIVE
EX. 8" PVC WATERLINEEX. 12" PVC WATEREX. 8" DIP WATER LINEEX. 8" PVC WATER RIM=4901.03
BANNER HEALTH,
4700 LADY MOON DR,
FORT COLLINS
BSP VIBE LLC,
3701 LE FEVER DR,
FORT COLLINS
IMAGO ENTERPRISES INC,
4710 CINQUEFOIL LN,
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 24,
3902 PRECISION DR 6A-6E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 25,
4914 BROOKFIELD DR 5A-5E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 29,
4862 BROOKFIELD DR 3A-3E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 28,
3903 LE FEVER DR 1A-1E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 26,
4902 BROOKFIELD DR 4A-4H
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 21,
3839 PRECISION DR14A-14E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 22,
3839 PRECISION DR 8A-8E
FORT COLLINS
MOUNTAIN VIEW
TERRA VIDA LLC,
3707 PRECISION
DR, FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 10,
3903 PRECISION DR A-E
FORT COLLINS
VARIOUS OWNERS,
3827 PRECISION DR A-F
FORT COLLINS
VARIOUS OWNERS,
3815 PRECISION DR A-F
FORT COLLINS
EX. 8" DIP WATER LINE
EX. 42" RCP
38"X60" ELLIP. RCPEX. 8" DIP WATERLINEEXISTING GAS STUB
(TO BE REMOVED)
EXISTING GAS STUB
(TO BE REMOVED)
EX. 36" RCP STUB
(CONTRACTOR TO LOCATE
PRIOR TO RAIN GARDEN
INSTALLATION)//////////////////////EX. 48" RCP
EX. 42" RCP
±50 LF OF 36" RCP
(TO BE REMOVED)/////////
±15 LF OF 6" PVC FIRE LINE
(TO BE REMOVED)
EXISTING SAN MH
(TO BE REMOVED)
EXISTING SAN MH
(TO BE REMOVED)
KEYMAP
24'
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
EX1 DEMOLITION PLANEXISTING CONDITIONS &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 )
0
1 INCH = 40 FEET
40 40 80 120
EX1
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING EASEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
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.CONTRACTOR TO VERIFY SANITARY STUB LOCATION AND INVERT ELEVATIONS.
Northern Engineering
Project No. 514-003
Date: July 28, 2021
APPROXIMATE LIMITS OF
CONCRETE REMOVAL
EXISTING EASEMENT TO BE VACATED
EXISTING RIGHT-OF-WAY
EXISTING CURB & GUTTER TO BE REMOVED ///////////////////////////////
EXISTING GAS METER
F.O.EXISTING FIBER OPTIC VAULT
EEXISTING ELECTRIC MANHOLE
DEXISTING STORM MANHOLE
SEXISTING SANITARY SEWER MANHOLE
EXISTING STORM INLET
EXISTING WATER VALVE
Please add the following note:
LIMITS OF STREET REMOVAL AND REPAIR ARE APPROXIMATE.
FINAL LIMITS TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS
ARE MADE. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH
CITY STANDARDS.
Will this removal
require a street cut?
Please show the street cuts that
correspond to the asphalt patches
on the Horizontal Control Plan.
Please show the street cut that
corresponds to the asphalt patch
on the Horizontal Control Plan.
Please show the street cuts that
correspond to the asphalt patches
on the Horizontal Control Plan.
Is this section of asphalt
being removed?
Please show the street cuts that
correspond to the asphalt patches
on the Horizontal Control Plan.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
BUILDING 2
BUILDING 4BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1
TFTFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSW EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
ETFTFW 6" W6" W6" W6" W6" W 6" W 6" W
8" SS 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
SSWSISSSG GEEEEEE ELEC
ELEC
FWF EE E E
EEEEEE EEEEEEEE E EEGGEFWUDUDUDMONITORIN
G
WE
L
L
TRAFFIC
R
AT
E
D
FWS12" WEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
G G
GD
D
H2OV
EN THY DHY DS
S
S
S
GAS
UNPLATTED
PARCEL K - HARMONY TECHNOLOGY PARK
OWNER:
IMAGO ENTERPRISES INC.
155.18 LF 6" PVC
S00°30'58"W
STORM DRAIN D
SEE SHEET ST6
STORM DRAIN A
SEE SHEET ST1
EXISTING FIRE HYDRANT
RELOCATED FIRE HYDRANT
INLET
(TYP.)
INLET
INLET
EXISTING
FIRE HYDRANT (TYP.)
EXISTING 8" STUB
TO BE USED AS
SANITARY SERVICE
CONNECTION
EX. INLET
GRATE: 4906.23
INV OUT: 4902.21 (E)
EX. INLET
GRATE: 4906.36
INV OUT: 4902.08 (W)
EX. STORM MH
RIM=4907.68
INV IN=4900.28 (W)
INV OUT=4900.04 (N)
EX. STORM MH
RIM=4907.12
INV IN=4901.75 (W)
INV IN=4901.88 (E)
INV IN=4898.64 (S)
INV OUT=4898.76 (N)
EX. STORM MH
RIM=4908.77
INV IN=4897.83 (W) 24" RCP
INV IN=4897.77 (S)
INV OUT=4897.72 (N)
EX. 24" RCP @ 0.37%
EX. 6" PVC
EX. SAN MH
RIM=4903.79
INV IN=4891.53 (E)
INV OUT=4891.15 (S)EX. 12" PVC @ 0.40%EX. SAN MH
RIM=4908.06
INV IN=4891.57 (N)
INV IN=4892.01 (E)
INV OUT=4891.53 (S)
EX. SAN MH
RIM=4908.54
INV IN=4893.58 (N)
INV OUT=4893.45 (S)EX. 12" PVC @ 0.67%EX. 215.3 LF 24" RCP @ 0.50%EX. 12" PVC WATEREX. 8" PVC WATERTIE PROPOSED
GAS LINE INTO
EXISTING GAS LINE
EX. 8" PVC
8"x6" TEE
1 - 8" G.V. (E)
1 - 6" G.V. (S)
N:106427.36
E:214517.00
2" WATER SERVICE TAP
N:106272.61
E:214467.35
6" FIRE SERVICE
1 - 6" GV
N:106426.13
E:214714.98
1" IRRIGATION METER
AND CURB STOP
N:106239.58
E:214584.99
2" WATER SERVICE TAP
N:106370.66
E:214516.49
6" FIRE SERVICE
1 - 6" GV
N:106100.62
E:214137.36
24' UTILITY AND
EMERGENCY ACCESS
EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT2" WATER SERVICE TAP
N:106426.10
E:214719.98
2" WATER SERVICE TAP
N:106429.51
E:214371.32 6" FIRE SERVICE
1 - 6" GV
N:106429.43
E:214376.32
6"X6" TEE
2 - 6" GV (W &E)
N:106272.18
E:214515.60
6" TO 1" REDUCER
90° BEND
N:106271.60
E:214585.27TRANSFORMER
30' EMERGENCY ACCESS
AND UTILITY EASEMENT
LANDSCAPE
DRAIN (TYP.)
TIE IN TO EXISTING
SANITARY SEWER
90° BEND
6" FIRE SERVICE
1 - 6" GV
N:106272.66
E:214462.35
STORM DRAIN
(TO BE USED FOR ROOF
DRAIN CONNECTIONS)
UTILITY AND
DRAINAGE
EASEMENT
STORM DRAIN E
SEE SHEET ST9
24 MC-7200
STORMTECH CHAMBERS
20' UTILITY AND
DRAINAGE
EASEMENT
10' UTILITY
EASEMENT
10' UE
ELECTRIC VAULT
ELECTRIC VAULT
6" FIRE SERVICE
1 - 6" GV
N:106425.46
E:214809.21
2" WATER SERVICE TAP
N:106389.27
E:214870.65
STORM DRAIN D4
SEE SHEET ST8
SANITARY SEWER A
SEE SHEET SS1
STORM DRAIN E1
SEE SHEET ST9
STORM DRAIN A3
SEE SHEET ST2
STORM DRAIN A3-1
SEE SHEET ST2
10' SEPARATION
10' UTILITY
EASEMENT
45° BEND
N:106107.81
E:214207.12
45° BEND
N:106391.76
E:214375.69
45° BEND
N:106386.84
E:214370.61
4.33 LF 6" PVC
N01°32'37"W
37.68 LF 6" PVC
S00°56'59"W
7.07 LF 6" PVC
S45°56'59"W
4.37 LF 6" PVC
N89°03'01"W
37.68 LF 2" TYPE K COPPER
S00°56'59"W
3.14 LF 2" TYPE K COPPER
R=2.00'
2.37 LF 2" TYPE K COPPER
N89°03'01"W
40.36 LF 2" TYPE K COPPER
S00°30'53"W
4.71 LF 2" TYPE K COPPER
R=3.00'
2.15 LF 2" TYPE K COPPER
N89°29'07"W
53.25 LF 6" PVC
S89°28'11"E
69.67 LF 6" PVC
S89°31'22"E
42.92 LF 6" PVC
S00°30'53"W
42.92 LF 2" TYPE K COPPER
S00°30'53"W
38.15 LF 6" PVC
S00°30'53"W2" METER PIT AND CURB STOP
N:106394.28
E:214370.73
2" METER PIT
AND CURB STOP
N:106391.14
E:214719.68
10' UTILITY EASEMENT
44.38 LF @ 2% 8" PVC
N89°29'07"W72.71 LF @ 2% 8" PVCS00°30'53"W16.87 LF @ 2% 8" PVC
S89°29'07"E
42.49 LF @ 2% 8" PVC
N89°29'02"W44.09 LF @ 2% 8" PVCS00°30'58"W4.01 LF @ 2% 8" PVC
N88°27'23"E
52.59 LF 2" TYPE K COPPER
N89°29'02"W
2" METER PIT AND CURB STOP
N:106370.88
E:214492.49
TRANSFORMER
TRANSFORMER
UTILITY
EASEMENT
90° BEND
N:106366.69
E:214413.37
SAND OIL SEPARATOR
N:106366.66
E:214416.37
31.45 LF 6" PVC
S00°58'39"W
59.05 LF 2" TYPE K COPPER
N88°23'42"W
35.46 LF @ 2% 8" PVC
N88°27'23"E
45° BEND
N:106139.59
E:214397.70
45° BEND
N:106149.32
E:214387.43
14.14 LF @ 2% 8" PVC
S46°32'37"E
144.07 LF @ 2% 8" PVC
S01°15'29"E62.46 LF @ 2% 8" PVCS00°30'10"W24'
UTILITY &
EMERGENCY ACCESS
EASEMENT
FIRE HYDRANT ASSEMBLY
8"X6" TEE
1 - 6" GV (S)
N:106427.19
E:214543.98
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
U1 UTILITY PLAN6
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
8" SS
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 WATERLINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF
CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD
STANDARDS
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND A MAXIMUM 5' OF COVER
MEASURED FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
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 SHALL BE 2" UNLESS OTHERWISE NOTED. ALL METER PITS AND
CURB STOPS SHALL BE IN A 10' WIDE EASEMENT.
11.ALL FIRE SERVICES SHALL BE 6" UNLESS OTHERWISE NOTED.
12.ALL DRY UTILITIES SHOWN ARE STRICTLY FOR REFERENCE ONLY. REFER TO
RESPECTIVE PLANS FOR DESIGN AND DETAILS.
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
8" W
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
ST
W
SS
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED GAS G
PROPOSED ELECTRIC E
EXISTING ELECTRIC E
FPROPOSED FIRE SERVICE
PROPOSED GAS METER
PROPOSED ELECTRIC METER
IPROPOSED IRRIGATION SERVICE
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
SOUTH FORT COLLINS
SANITATION DISTRICT
KEYMAP
24'
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
U1
MATCH LINE - SEE SHEET U2
What is the spacing
between the streetlight
and the sidewalk?
What are these?
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
BUILDING 5BUILDING 6BUILDING 7TFGGGGGGGGGG G G G G G G G G G
G
G G G G G G G G
G G GGGGGGGGGS
S
S UDW
E E E E E E E E
E E E EEEEEEEEEEEEEEEEEEEEE E E E E E E E E E
E TFWTFGTFTFE
EVE SE E E E E E E
G G G G G G G G GEEEEW F
FWFF
EEEEE EE
GGWFS
S
S
H2O
S
W
WWWWWWWWTTTTTTTTTT T
TT T T T T T T T T T T T T T T T T T T
TT
TT
T
T
GAS
GGGGGAS EEEVAULT
ELEC
SSSSSSSSSSSSSS8" W8" W8" W8" W8" W8" WSSSSSSV.P.
S
EEEEG G G G G
GGGGGGH2OEEEEE
EEEEWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWSTSTSTSTST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST STSS SS
SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGGCTVCTV
CTV CTV
EE E
D
D
DD
D
DD
D
DHYD
HY DHY DS
S
S
S
S
S
GAS
E
ELEC
F.O.
C.O.
C.O.
F.O.
PRECISION DRIVE BROOKFIELD DRIVECINQUEFOIL LANEMORNINGSIDE VILLAGE
CONDOS SUPP 21,
3839 PRECISION
DR14A-14E
FORT COLLINSMORNINGSIDE VILLAGE
CONDOS SUPP 22,
3839 PRECISION DR
8A-8E
FORT COLLINS
VARIOUS OWNERS,
3815 PRECISION DR A-F
FORT COLLINS
STORM DRAIN B
SEE SHEET ST3
EXISTING
FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING
FIRE HYDRANT
GAS LINE
RAIN GARDEN
RELOCATED TRANSFORMER
TO BELOW GROUND VAULT
EX. 15' TYPE R
RIM: 4901.18
INV OUT: 4894.95 (S)
INV IN: 4894.95 (NW)
EX. STORM MH
RIM=4904.31
INV IN=4897.38 (N)
INV OUT=4897.31 (E)
BTM=4897.31
EX. STORM MH
RIM=4902.70
INV IN=4895.77 (W)
INV OUT=4895.65 (E)
EX. STORM MH
RIM=4900.70
INV=4894.59 (N)
INV=4894.54 (W, E, S)
EX. STORM MH
RIM=4907.68
INV IN=4900.28 (W)
INV OUT=4900.04 (N)EX. 24" RCP @ 0.37%
EX. SAN MH
RIM=4902.41
INV IN=4890.08 (N)
INV OUT=4889.88 (S)
EX. SAN MH
RIM=4901.24
INV IN=4888.89 (N)
INV IN=4888.84 (E)
INV OUT=4888.70 (S)EX. 12" PVC @ 0.36%EX. 12" PVCEX. SAN MH
RIM=4902.30
INV IN=4893.07 (S)
INV OUT=4891.92 (W)
EX. SAN MH
RIM=4904.34
INV IN=4890.44 (E)
INV IN=4890.30 (N)
INV OUT=4890.13 (W)
EX. SAN MH
RIM=4904.96
INV IN=4889.82 (E)
INV IN=4889.64 (W)
INV IN=4889.44 (N)
INV OUT=4889.07 (S)EX. 12" PVCEX. 12" PVC @ 0.61%EX. 12" PVC
EX. 12" DIP @ 0.41%
EX. 48" RCP @ 0.53%
EX. 48" RCP @ 0.38%
EX. 8" PVC WATER
EX. 8" PVC WATER
EX. 15' TYPE R
RIM: 4901.06
INV: 4894.93 (N)
EX. 42" RCP
38"X60" ELLIP. RCP
DRAINAGE
EASEMENT
TIE PROPOSED
GAS LINE INTO
EXISTING GAS LINE
2" WATER SERVICE TAP
N:105837.81
E:214344.12
6" FIRE SERVICE
1 - 6" GV
N:105837.99
E:214339.12EX. 12" PVCEX. 48" RCP
EX. 36" RCP
(CONTRACTOR TO LOCATE
PRIOR TO RAIN GARDEN
INSTALLATION)
2" WATER SERVICE TAP
N:106071.70
E:214862.41
6" FIRE SERVICE
1 - 6" GV
N:106076.70
E:214862.52
EXISTING 8" STUB
TO BE USED AS
SANITARY SERVICE
CONNECTION
EX. STORM MH
RIM=4904.75
INV IN=4897.83 (W)
INV OUT=4897.88 (S)
BTM=4897.83
6" FIRE SERVICE
1 - 6" GV
N:106100.62
E:214137.36
6" FIRE SERVICE
1 - 6" GV
N:106062.34
E:214138.56
2" WATER SERVICE TAP
N:106057.34
E:214138.72
DRAINAGE
EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
2" WATER
SERVICE TAP
N:106095.62
E:214137.52
INLET
(TYP.)
LANDSCAPE
DRAIN (TYP.)
LANDSCAPE
DRAIN (TYP.)
10' UTILITY EASEMENT
24' EMERGENCY
ACCESS EASEMENT
EXISTING STREET
LIGHT (TYP.)
STREET LIGHT
STREET LIGHT
2" WATER SERVICE TAP
N:105832.83
E:214534.23
6" FIRE SERVICE
1 - 6" GV
N:105832.95
E:214529.23
STORM DRAIN D1
SEE SHEET ST7
STORM DRAIN B5
SEE SHEET ST4
STORM DRAIN RO
SEE SHEET ST4
STORM DRAIN C
SEE SHEET ST5
15.75' UTILITY AND
DRAINAGE EASEMENT
45° BEND
N:106083.11
E:214801.16 45° BEND
N:106078.00
E:214806.03
45° BEND
N:106102.65
E:214202.25
45° BEND
N:106107.81
E:214207.12
45° BEND
N:106059.64
E:214212.20
45° BEND
N:106064.48
E:214207.07
45° BEND
N:105876.58
E:214535.30
45° BEND
N:105871.71
E:214530.18
45° BEND
N:105880.70
E:214345.04
45° BEND
N:105875.81
E:214339.93
2" METER PIT AND CURB STOP
N:106072.88
E:214810.97
59.50 LF 2" TYPE K COPPER
N88°40'51"W
7.86 LF 2" TYPE K COPPER
R=5.00'
17.72 LF 2" TYPE K COPPER
N01°23'27"E
56.50 LF 6" PVC
N88°40'51"W
7.07 LF 6" PVC
N43°38'42"W
12.73 LF 6" PVC
N01°23'27"E
38.76 LF 6" PVC
N01°23'27"E
7.07 LF 6" PVC
N46°23'27"E
5.00 LF 6" PVC
S88°36'33"E
37.77 LF 2" TYPE K COPPER
N01°23'27"E
4.71 LF 2" TYPE K COPPER
R=3.00'
2.00 LF 2" TYPE K COPPER
S88°36'33"E
2" METER PIT AND CURB STOP
N:105864.06
E:214534.98
VARIOUS OWNERS,
3827 PRECISION DR A-F
FORT COLLINS
67.50 LF 2" TYPE K COPPER
N88°12'13"E
4.73 LF 2" TYPE K COPPER
R=3.00'
3.40 LF 2" TYPE K COPPER
S01°32'37"E
69.91 LF 2" TYPE K COPPER
N88°12'13"E
4.70 LF 2" TYPE K COPPER
R=3.00'
11.33 LF 2" TYPE K COPPER
N01°32'37"W64.92 LF 6" PVC
N88°12'13"E
7.09 LF 6" PVC
N43°19'48"E
4.33 LF 6" PVC
N01°32'37"W
68.54 LF 6" PVC
N88°12'13"E
7.06 LF 6" PVC
S46°40'12"E
6.42 LF 6" PVC
S01°32'37"E
2" METER PIT
AND CURB STOP
N:106059.42
E:214204.92
2" METER PIT
AND CURB STOP
N:106097.67
E:214203.89
2" METER PIT AND CURB STOP
N:105868.67
E:214344.78
44.06 LF @ 2% 8" PVC
N01°23'27"E
43.04 LF @ 2% 8" PVC
N01°23'27"E
45.63 LF @ 2% 8" PVC
N88°46'16"W
13.27 LF @ 2% 8" PVC
N00°18'44"E
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
10' UTILITY
EASEMENTUTILITY
EASEMENT
UTILITY
EASEMENT
UTILITY
EASEMENT
UTILITY
EASEMENT
34.90 LF 2" TYPE K COPPER
N01°14'05"E
7.85 LF 2" TYPE K COPPER
R=5.00'
12.38 LF 2" TYPE K COPPER
S88°45'55"E
37.90 LF 6" PVC
N01°14'05"E
7.07 LF 6" PVC
N46°14'05"E
17.38 LF 6" PVC
S88°45'55"E
24'
EMERGENCY
ACCESS
EASEMENT
24'
EMERGENCY
ACCESS
EASEMENT
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
U2 UTILITY PLAN7
NORTH
8" SS
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 WATERLINE CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS
STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF
CONSTRUCTION.
2.ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD
STANDARDS
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND A MAXIMUM 5' OF COVER
MEASURED FROM FINISHED GRADE TO TOP OF PIPE.
5.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.
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 SHALL BE 2" UNLESS OTHERWISE NOTED. ALL METER PITS AND
CURB STOPS SHALL BE IN A 10' WIDE EASEMENT.
11.ALL FIRE SERVICES SHALL BE 6" UNLESS OTHERWISE NOTED.
12.ALL DRY UTILITIES SHOWN ARE STRICTLY FOR REFERENCE ONLY. REFER TO
RESPECTIVE PLANS FOR DESIGN AND DETAILS.
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
8" W
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
ST
W
SS
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED GAS G
PROPOSED ELECTRIC E
EXISTING ELECTRIC E
FPROPOSED FIRE SERVICE
PROPOSED GAS METER
PROPOSED ELECTRIC METER
IPROPOSED IRRIGATION SERVICE
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
SOUTH FORT COLLINS
SANITATION DISTRICT
KEYMAP
24'
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
U2
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
MATCH LINE - SEE SHEET U1
What is the spacing
between the streetlight
and the sidewalk?
What is the spacing
between the streetlight
and the stop sign?
Is this a gas meter? It doesn't
match the legend symbol.
Please add a legend
symbol for proposed
signs and identify what
type of signs these are.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
HC WF
FDCSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
D
D
BUILDING 8SUITES &MAIL LOUNGEBUILDING 1
LE FEVER DRIVE
SEE SHEET R1
CINQUEFOIL LANETRASH ENCLOSURE
(SEE ARCHITECT PLANS)
76.5' R.O.W.
50'
FL-FL
36'
FL-FL
63'
ROW
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
4.6%
2.1%
3.1%1.9%2.5%2.2%2.3%2.2%
2.2%3.2%2.5%2.7%
2.4%
1.1%7.2%10.2%1.2%3.4%
6.5%2.2%8.0
%
1
4
:
16.6%2.
5
%
1.1%
1.4
%2.7%1.3%0.4%2.0%2.0%0.3%
0.6%0.6%1.2%
SWALE
9' UTILITY EASEMENT
24' UTILITY AND
EMERGENCY ACCESS
EASEMENT 1.0%INLET
10' UE
9.
2
58.748.748.308.748.498.278.488.486.526.246.166.266.766.76
6.267.256.956.9
0
7.187.107.627.547.048.149.149.149.146.
8
36.176.226.957.027.286.74
7.
0
57.157.156.927.537.516.91
6.75
6.
4
76.436.077.
3
1
7.39
7.677.338.087.917.436.967.237.268.978.288.0
17.777.668.
9
7
9.148.977.816.817.237.47 7.737.737.12
9.277.547.477.
4
5
7.497.31
7.788.
1
2
7.507.437.62(???)7.
1
4 7.067.057.1
1
7.116.
9
9
6.916.8
7
6.
9
5
7.07 6.936.916.
1
96.256.896.87 7.036.
9
9
5.805.866.986.316.055.885.80
5.92 6.096.76
6.7
6
6.266.266.82
6.518.308.077.93 8.155.
0
95.305.
7
86.055.39
5.776.256.415.5
7
8.177.
9
3
FFE=7.73
8.006.
9
4 6.716.576.
3
3 5.747.039.169.169.
1
6
9.16 7.487.7
3
7.737.577.
5
1
7.79(6
.
5
2
)6.077.326.676.817.097.358.0
6
5.39
6.50
6.626.336.20
6.
6
2
7.317.317.3
7
6.026.586.23
7.
3
9
7.
3
97.257.20
7.287.337.197.286.9
4
7.397.01
7.1
7 7.247.39FFE=7.39
6.666.89
FFE=9.64
FFE=9.66 FFE=7.39
6.76 7.32
7.64
7.2
4
6.68
7.
9
2 8.168.279.
1
4
8.648.
6
8
7.086.746.738.358.748.798.938.929.649.
6
4 9.649.649.649.6
4
7.246.236.696.586.396.978.438.46
8.368.339.66
9.6
6
9.66
9.6
6 7.687.66
6.7
3
7.396.63
7.39
7.396.81
6.74
6.506.269.148.228.
1
5
7.57
8.
5
6
7.63
7.55 7.748.238.368.
1
5
(7
.50
)8.898.7410'
UE
24'
EMERGENCY ACCESS
& UTILITY EASEMENT
8'
UE10' UE
FFE=7.39
STORM DRAIN D
SEE SHEET ST6
STORM DRAIN D4
SEE SHEET ST8
0.8%7.207.217.170.9%6.256.596.356.26
0.8%
2 - 7"/11"
RISERS
2 - 7"/11"
RISERS
2 - 8"/11"
RISERS
3 - 7"/11"
RISERS
1 - 7"/11"
RISERS
1 - 8"/11"
RISERS
2 - 7"/11"
RISERS
6.356.390.9%
1.4%
5.7%
2.5%
5.3%
4.3%
1.1%
3.2
%2.7%2.0%3.8%5.2%4.0%0.8%7.857.857.858.118.11
8.066.647.
1
5 6.218.218.268.49
8.448.248.298.178.227.507.417.387.
7
3
7.679.
6
4
9.
6
49.649.647.997.928.547.347.366.876.807.117.147.737.738.188.2
8
7.
6
8
7.486.948.70FFE=9.66 6.957.117.
3
9 7.227.20SWALE8.218.
1
7
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
G1 GRADING PLAN9
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.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G2KEYMAP
24'
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.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED
UTILITY INFRASTRUCTURE SIZING.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
EXISTING CURB & GUTTER
MATCH LINE - SEE SHEET G3
G2
G3 G4
G1
Please label the ramp
running slopes.
Please label a few
running slopes and
cross-slopes for the
public sidewalk.
Please label existing contours.
Please label existing contours.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
/ / / / / / / /
BUILDING 2
BUILDING 4BUILDING 3UD UD UD UDMONITOR
ING
WE
LLTRAFFIC
RA
TED
BROOKFIELD DRIVELE FEVER DRIVE
SEE SHEET R1
36'
FL-FL
63'
ROW
DURING CLOGGED CONDITION
THIS INLET WILL OVERTOP AND
FLOW EAST IN LE FEVER AND TURN
THE CORNER AT BROOKFIELD AND
AND DISCHARGE NORTH INTO THE
EXISTING FIELD.
DURING CLOGGED CONDITION
THIS INLET WILL OVERTOP AND
FLOW EAST IN LE FEVER AND TURN
THE CORNER AT BROOKFIELD
AND FLOW SOUTH TO EXISTING
INLET AT NORTHWEST CORNER
OF BROOKFIELD AND PRECISION.
9' UTILITY EASEMENT
9' UTILITY EASEMENT2.2%
2.2%
3.1%
2.5%
4.
2
%2.
7%2.5%2.5%2.4%3.0%4.
5%3.1%8.6%2.2%2.1%2.1%7.5%
10:1
0.0%
0.0%
3.
8
%
6.1
%1.2%5.5%
8.1%
5.9%5.5%12.8%12.5%6.2%4.0%
1.7%
3.1%
5.0%1.3%1.8%0.6%
1.0%
1.9%0.9%1.8%1.5%0.9%0.7%0.5%0.5%0.5%0.6%0.9%0.6%
1.0%2.4%24' EMERGENCY
ACCESS EASEMENT
30' EMERGENCY ACCESS
AND UTILITY EASEMENT
DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
2.1%
2.1%
2.2
%
10' UTILITY EASEMENT
10' UE
10' UE 6.576.55
6.40
6.3
6
6.15
6.125.775.8
4
5.49 5.492.944.323.513.313.613.893.583.663.883.7
9 5.645.646.18
6.1
8
6.186.
1
86.626.626.626.626.626.626.246.686.626.166.266.766.76
6.264.9
94.033.794.313.935.8
7 5.346.165.515.976.836.176.226.957.027.286.747.056.476.436.077.236.456.45
6.546.455.86 6.046.
2
7 5.785.
5
7
5.385.365.535.7
8 5.455.01
5.08
5.
3
1
6.244.985.605.173.913.
8
8
3.70
4.824.996.016.016.016.745.395.205.045.11
6.76
6.7
6
6.266.265.
0
95.304.755.786.055.39
5.776.256.415.395.95
6.055.5
7 4.724.794.
4
7
3.75
3.7
94.794.00
4.03
4.774.234.364.973.82
3.09
3.003.663.332.6
1
2.
5
43.192.
8
5
2.135.595.785.775.705.672.09
FFE=6.68
FFE=5.495.744.63
5.704.
2
4
4.113.683.64
3.39
3.246.075.
7
4
3.71
3.643.383.31
3.9
7 3.293.522.7
7
3.002.312.82
6.50
6.626.336.20
6.
6
2
5.015.334.886.884.
8
9
4.607.317.316.23
7.
3
97.397.257.20
FFE=7.39 4.43FFE=7.12
5.55
4.83
3.27
3.1
1
2.78
2.30
2.6
46.394.754.795.075.116.736.7
3
7.126.
7
3 4.606.736.7
34.594.964.995.065.086.746.746.686.686.54
6.327.397.397.277.267.257.393.234.364.
9
9
4.994.864.72
4.825.064.86
5.60
5.78
3.145.685.
0
95.093.905.
1
3
5.79
FFE=7.39
53' ROW
30'
FL-FL
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN E
SEE SHEET ST9
STORM DRAIN E1
SEE SHEET ST9
STORM DRAIN D1
SEE SHEET ST7
STORM DRAIN A3
SEE SHEET ST2
STORM DRAIN A3-1
SEE SHEET ST2
6.26 6.000.5%1.4%6.68
6.68 3.76
3.73
6.68
6.68 3.92
3.96
4 - 7"/11"
RISERS
4 - 7"/11"
RISERS
2 - 7"/11"
RISERS
3 - 7"/11"
RISERS
3 - 7"/11"
RISERS6.356.306.390.9%5.495.493.
0
73.105.
4
95.492.902.930.6%2.4%2.4%2.5%3.
9
%
4.
1
%3.0%3.2%
3.1%
5.1%
3.1%
2.6%6.213 - 7"/11"
RISERS 3 - 8"/11"
RISERS
4 - 7"/11"
RISERS
3.7
16.876.807.117.146.136.306.256.306.135.816.256.086.025.395.744.963.984.034.124.244.
4
44.804.
5
2 4.886.186.136.195.
1
2
4.
9
5
5.
6
3
5.38SWALE
SWALE 4.46SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
G2 GRADING PLAN10
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.
Feet02020
20
40 60
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.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED
UTILITY INFRASTRUCTURE SIZING.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
EXISTING CURB & GUTTER
KEYMAP
24'MATCH LINE - SEE SHEET G1MATCH LINE - SEE SHEET G4
G1
G3 G4
G2
Please label the ramp
running slopes.
Please label the ramp
running slopes.
Please label a few
running slopes and
cross-slopes for the
public sidewalk.
Please label existing contours.
Please label existing contours.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
WF
FDCST ST ST ST ST ST ST ST ST ST ST
STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST STSTSTD
D
D
D
BUILDING 6BUILDING 7BUILDING 8CINQUEFOIL LANEPRECISION DRIVE
TRASH ENCLOSURE
(SEE ARCHITECT PLANS)
INLET
53'
R.O.W
30'
FL-FL
50'
FL-FL
76.5' ROW
50'
FL-FL
SWALE
9' UTILITY EASEMENT9' UTILITY EASEMENT
2.1%
3.1%
1.9%3.5%
3.8%
3.5%17:11.7%2.2%2.5%2.1%2.1%2.1%2.1%2.1%2.1%1.8%1.0%
49:
1
35.1%5.1%9.0%10:17.
4
%11:112:1
6.8%
19.1%
12.0%7.9%1.4
%
2.6%2.2%1.1%
1.0%
1.4%0.3%0.7%1.1%0.4%0.5%
0.6%
0.6%0.6%1.2%
STORM EASEMENT
10' UTILITY EASEMENT
24' EMERGENCY
ACCESS EASEMENT
15'8.488.48
6.77
6.
7
36.446.407.267.266.586.586.586.587.057.187.
2
6
7.
2
6
7.267.267.356.856.856.856.855.
7
8
5.
6
8 5.695.826.01
5.
9
4
6.356.10 6.055.876.3
5 6.225.746.576.506.526.476.365.86
5.726.545.
5
0
6.08
6.
2
4
6.024.975.015.846.526.696.696.696.694.534.745.183.994.064.084.157.097.097.
0
9
7.239.279.277.77
7.77
7.73 7.707.757.577.036.987.597.597.197.
3
5
7.
5
9
8.
2
2
7.907.807.597.
4
3 7.126.96 7.227.1
9 6.126.126.5
1
6.3
3
7.0
4
7.0
1
7.
0
8
7.
6
7
7.6
3
7.017.026.247.237.137.086.26
6.
7
7
7.18
6.416.5
8
6.777.017.107.34
8.468.227.577.
3
8
7.267.
2
67.387.
6
17.046.806.646.656.
6
5
6.
2
9
5.
6
3 6.086.52
(4.13)4.103.683.604.303.143.053.693.
4
9
2.562.253.143.035.
5
95.355.
2
3
5.
1
6
4.
9
0
4.865.11 5.636.1
9
6.135.754.384.466.727.
3
07.576.355.685.37
5.
4
85.916.237.057.208.
4
6
7.157.314.759.169.164.623.833.46
2.835.055.39
7.
3
4
5.135.8
3
5.557.
2
3
FFE=7.35
FFE=9.66
FFE=7.76FFE=7.39
6.76
8.22
7.1
5
5.9
0
6.095.28
5.04
5.6
4
6.26
6.68
2.
3
62.743.153.323.
7
03.864.186.
3
67.076.454.738.
3
6
8.339.66
9.6
6
7.907.
9
1
7.666.88
7.747.717.797.146.187.147.096.676.366.51
5.25
5.196.936.887.75
7.7
5
6.576.527.75
7.7
5
6.20
6.1
4
7.75
7.7
5 7.397.39
7.396.81
6.74
6.506.266.
1
1
7.267.196.916.
2
1 6.777.07
7.29
7.857.35
8.3
0 8.30
8.098.096.586.406.526.413.66
4.
6
5
7.35
7.
3
5
7.35
7.
3
5
4.
5
6
4.56
5.05
5.057.357.35
5.054.567.3
5
7.354.567.05
FFE=7.39
STORM DRAIN B
SEE SHEET ST3
5 - 8"/11"
RISERS
5 - 8"/11"
RISERS
2 - 7"/11"
RISERS
3 - 8"/11"
RISERS
4 - 8"/11"
RISERS
2 - 8"/11"
RISERS
2 - 7"/11"
RISERS
1 - 7"/11"
RISERS
2 - 7"/11"
RISERS
6.0
2
5.575.654.40
4.484.394.014.06 2.2%2.3%2.3%2.0%2.4%3.7%
3.8%
2.4%
6.0%2.0%1.7%
1
.
1%2.1%
1.4%
5.7%
2.5%
5.3%6.026.776.917.857.853.
3
33.573.
7
5
3.
9
2
4.
5
4
3.974.784.795.365.
0
2
4.635.
6
9 5.746.21 6.266.746.798.218.264.20
3.75
4.36
6.
4
0
3 - 8"/11"
RISERS 7.397.397.046.376.
0
3 6.165.895.637.767.
7
6
5.765.76
6.
9
1
SWALE
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
G3 GRADING PLAN11
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.
Feet02020
20
40 60
KEYMAP
24'
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.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED
UTILITY INFRASTRUCTURE SIZING.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
EXISTING CURB & GUTTER MATCH LINE - SEE SHEET G4MATCH LINE - SEE SHEET G1
G1 G2
G4G3
Please label existing contours.
Please label existing contours.
Please label a few
running slopes and
cross-slopes for the
public sidewalk.
Please label the ramp
running slopes.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
VAULT
ELEC
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTD
DD
D
DDSTBUILDING 4BUILDING 5
UDPRECISION DRIVE BROOKFIELD DRIVETRASH ENCLOSURE
(SEE ARCHITECT PLANS)
INLET
DRAINAGE
EASEMENT
53' R.O.W
30'
FL-FL
53' R.O.W
30'
FL-FL
RAIN GARDEN
(FLAT BOTTOM AREA)
FOREBAY
SIDEWALK
CHASE
9' UTILITY EASEMENT9' UTILITY EASEMENT
3.3%
3.3
%
5.9
%
3.1%
2.8%5.5%
2.1%
2.5%2.6%2.8%2.1%11.2%2.2%
2.1%
2.2
%2.1%2.1%2.1%2.0%2.1%7.
4
%28:127:133:110:128:11.9%1.7%0.9%9.1%6.0%0.7%
3.1%
5.0%5:18:1
1.8%
1.1%
0.6%0.3%1.7%1.5%1.1%0.7%0.6%0.4%
0.6%
0.6%0.4%0.4%0.5%SWALE
24' EMERGENCY
ACCESS EASEMENT
5.49 5.492.
9
4
4.324.63
4.39
4.413.
3
2
3.363.383.423.693.
7
3
6.
3
5
6.10 6.055.876.3
5 6.225.745.58
5.683.773.773.773.
7
7 3.77
3.77
3.
3
0
3.
0
5
2.
9
7
2.90
3.61
1.801.731.451.451.
8
8
1.9
1
1.
8
5
1.
4
0
2.
0
2
2.122.
6
02.652.
8
9
3.52
3.042.71
2.
8
3
2.41 1.464.712.37
2.25
2.98
2.
7
92.572.542.744.003.5
9
4.
2
5 3.513.316.576.506.526.476.
3
6
5.86
5.726.545.505.606.086.244.824.434.9
94.033.
7
9
5.006.696.69 2.852.138.468.227.
5
7
7.387.267.
2
67.387.
6
1
6.52
2.253.
1
4 3.037.054.884.423.924.47
4.474.
0
9
4.594.704.865.017.
2
0
7.3
1
8.
4
6
7.157.2
0
7.
3
1
5.014.864.704.
6
0
4.294.052.783.
0
1
3.47
5.775.084.82
5.
0
5 4.043.913.723.
8
9
4.094.204.05 4.663.974.533.784.504.133.
6
4
4.241.771.902.282.221.85 1.141.821.47
(0.88)(0.86)1.651.371.442.
1
7
1.942.021.1
1 1.171.
2
2 1.2897.4797.6297.47
97.4797.47
97.
4
797.4797.47
97.47
1.623.27
3.683.593.202.912.
6
0
2.363.074.212.09
2.751.841.771.532.65FFE=5.49
3.901.832.232.411.39
1.264.113.24
2.
4
2 2.40(0.62)(0.71)(0
.
7
9
)
(0.
8
4
)3.613.
6
1
3.
6
0 3.002.
3
1
1.621.782.82
4.00
5.055.8
3 5.255.552.782.474.3
4
4.022.943.
0
74.60FFE=4.27
8.22
7.1
5
3.112.982.814.18
2.9
1
3.01
2.80
6.09
2.30
2.2
0
2.01
1.8
8
1.70
1.220.92
1.471.051.622.042.
3
6 2.193.764.644.04
4.637.277.267.257.29
7.85 8.3
0 8.30
8.09
8.
0
9
6.586.406.526.
4
1
2.59
2.36
2.142.392.624.27
4.
2
7
4.274.274.274.274.274.27
3.683.923.863.684.274.
2
7
3.68
3.863.924.564.56
4.27
4.275.05
5.05
4.274.
2
77.357.35
5.054.567.3
5
7.354.563.
5
3
3.
2
1
97.474.07
2.29
2.28
4.52
4.73
4.814.134.004.024.06
4.08
4.353.78
4.133.853.514.752.433.11
3.
6
3
4.
6
44.624.624.705.014.123.813.
5
5
3.
8
3
4.
0
7
2.674.4
0
4.4
0
4.1
3
4.574.0
43.234.364.
9
9
4.664.534.604.423.983.833.147.05
3.
0
43.393.90FFE=7.39 STORM DRAIN D1
SEE SHEET ST7
STORM DRAIN B5
SEE SHEET ST4
STORM DRAIN RO
SEE SHEET ST4
STORM DRAIN C
SEE SHEET ST5
3 - 7"/11"
RISERS
3 - 7"/11"
RISERS
2 - 8"/11"
RISERS
2 - 7"/11"
RISERS
3 - 8"/11"
RISERS
4 - 8"/11"
RISERS
5.
4
9 3.075.495.492.902.936.0
2 0.6%4.524.215.495.495.495.492.6%7.
6%8.6%4.432.321.
9
8
5.
1
%
5.0%
3.3%
3.3
%2.3%2.3%
2.1%
3.6%2.2%1.8%8.0%2.7%2.8%2.8%2.1%3.1%
5.1%
3.1%
2.6%
3.0
%3.162.002.5
7
2.642.793.053.10
99.1799.8099.601.98
1.56
99.3799.533.393.674.824.612.77
97.47 97.4798.4798.4798.47
9
8
.
4
7 98.4798.4798.4798.4798.4798.4798.472.072.22
3.49
4.20
4.20
3.98
3.98
3.91
3.69
4.20
3.75
3.61
3.744.13
4.08
3.05
3.11
4.55
2 - 7"/11"
RISERS
1 - 7"/11"
RISERS
4.63
4.58
4.457.397.
3
9
7.
0
4
3.922.
9
9
3.
8
0
2.866.911.
3
3
LANDSCAPING WALL
(SEE LANDSCAPING PLANS
FOR ADDITIONAL DETAILS)
SWALE
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
G4 GRADING PLAN12
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.
Feet02020
20
40 60
KEYMAP
24'
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.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
6.REFER TO SHEET U1 FOR ADDITIONAL INFORMATION ON EXISTING AND PROPOSED
UTILITY INFRASTRUCTURE SIZING.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
EXISTING CURB & GUTTER MATCH LINE - SEE SHEET G3MATCH LINE - SEE SHEET G2
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
Please label a few
running slopes and
cross-slopes for the
public sidewalk.
Please label the ramp
running slopes.
Please label existing contours.
Please label existing contours.
Please label the ramp
running slopes.
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023
BUILDING 2SUITES &MAIL LOUNGEBUILDING 3BUILDING 1
UD UDMONITO
R
I
NG
WE
L
L
TRAFFIC
R
AT
E
DWFFDCEESTSTSTSTSTD
LE FEVER DRIVE
CINQUEFOIL LANEBROOKFIELD DRIVE5' SIDEWALK
5' SIDEWALK
STORM INLET
8' CROSSPAN
30" VERTICAL
CURB & GUTTER
36'
FL-FL
63'
ROW
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT5' SIDEWALKR20'
R20'
R20'
R20'
EXISTING 8'
CROSSPAN
30'
FL-FL
EX. 53' ROW
EX. 51'
ROW
EX. 30'
FL-FL
63'
ROW 36'
FL-FLEX. 76' ROWEX. 50' FL-FLEX. 50'
FL-FL
76' ROW
9' UTILITY EASEMENT
STREET LIGHT
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
R20'R20'
STOP SIGN
STOP SIGN
STREET LIGHT
STORM DRAIN A
SEE SHEET ST1
STORM DRAIN A3
SEE SHEET ST2
STORM DRAIN A3-1
SEE SHEET ST2
PROPOSED 10' OFF-SITE
EASEMENT BY SEPARATE
DOCUMENT
7.748.10
8.47
8.688.218.174.47
5.00 4.461.0%1.9%2.2%1.5%
(8
.
2
1
)
(8
.
0
5
)
(7.
8
6
)(7.63)
(7
.
6
0
)
(4
.
2
5
)7.882.3%2.3%4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
1.50%
0.50%
-1.30%
-0.90%PVI STA = 10+03.91PVI ELEV = 4907.87PVI STA = 13+32.35PVI ELEV = 4905.70PVI STA = 16+60.13PVI ELEV = 4905.0090.0' VC
LP ELEV = 4904.34
LP STA = 15+12.25
PVI STA = 14+99.40
PVI ELEV = 4904.20
BCVS: 14+54.40BVCE: 4904.60ECVS: 15+44.40EVCE: 4904.42A.D. = 1.40
K = 64.29
PROPOSED GRADE
EXISTING GROUND
4908.184908.524908.674908.634908.394908.074907.744907.424907.094906.774906.444906.124905.794905.544905.314905.094904.864904.644904.454904.354904.354904.454904.574904.704904.824904.95PROPOSED GRADE EXISTING GROUND
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
8" PVC
90.0' VC
HP ELEV = 4908.68
HP STA = 10+82.13
PVI STA = 10+78.91
PVI ELEV = 4908.99
BVCS: 10+33.91BVCE: 4908.32EVCS: 11+23.91EVCE: 4908.41A.D. = 2.80
K = 32.14
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
0.50%
-1.30%
-0.90%
0.50%PVI STA = 10+00.00PVI ELEV = 4907.86PVI STA = 10+34.31PVI ELEV = 4908.03PVI STA = 13+33.74PVI ELEV = 4905.17PVI STA = 16+59.88PVI ELEV = 4904.4692.0' VC
HP ELEV = 4908.22
HP STA = 10+72.90
PVI STA = 10+80.31
PVI ELEV = 4908.47
BVCS: 10+34.31BVCE: 4908.03EVCS: 11+26.31EVCE: 4907.87A.D. = 2.24
K = 41.08
4907.864907.994908.154908.224908.134907.894907.564907.244906.914906.594906.264905.944905.614905.294905.034904.804904.584904.354904.134903.934903.834903.824903.914904.044904.164904.294904.41INLET A3-1.1STA 15+13.65RIM 4903.8±INV. OUT 4892.42 (S)90.0' VC
LP ELEV = 4903.81
LP STA = 15+13.65
PVI STA = 15+00.79
PVI ELEV = 4903.67
BCVS: 14+55.79BVCE: 4904.07ECVS: 15+45.79EVCE: 4903.89A.D. = 1.40
K = 64.29
PROPOSED GRADE EXISTING GROUND
4895
4900
4905
4910
4915
4895
4900
4905
4910
4915
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
PROPOSED GRADE EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
4907.634907.784908.024908.164908.114907.864907.544907.214906.894906.564906.244905.914905.594905.264905.014904.794904.564904.344904.114903.924903.824903.834903.924904.054904.174904.304904.420.50%
-1.30%
-0.90%
0.60%PVI STA = 10+00.00PVI ELEV = 4907.63PVI STA = 10+34.61PVI ELEV = 4907.84PVI STA = 13+32.04PVI ELEV = 4905.17PVI STA = 16+59.82PVI ELEV = 4904.4788.0' VC
HP ELEV = 4908.17
HP STA = 10+80.78
PVI STA = 10+78.61
PVI ELEV = 4908.47
BVCS: 10+34.61BVCE: 4907.84EVCS: 11+22.61EVCE: 4907.89A.D. = 2.73
K = 32.18
INLET A3-2STA 15+11.95RIM 4903.8±INV. OUT 4893.22 (N)90.0' VC
LP ELEV = 4903.81
LP STA = 15+11.95
PVI STA = 14+99.09
PVI ELEV = 4903.67
BCVS: 14+54.09BVCE: 4904.07ECVS: 15+44.09EVCE: 4903.89A.D. = 1.40
K = 64.28
PROPOSED GRADE EXISTING GROUND
R1 PLAN & PROFILELE FEVER DRIVE14
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
CENTERLINE
LE FEVER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.REFER TO SHEETS G1-G4 FOR INTERNAL SITE GRADING.
7.FLOWLINE PROFILES WILL BE PROVIDED AT FIRST ROUND FDP.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ST
PROPOSED STORM INLET
EXISTING CURB & GUTTER
KEYMAP
24'
R1
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
The flowline grade approaching
the inlet should be 0.5%.
Please use a series of grade
breaks instead of a vertical
curve. In this instance, grade
breaks can be up to 1.0%.
The flowline grade approaching the
inlet should be 0.5%. Please use a
series of grade breaks instead of a
vertical curve. In this instance,
grade breaks can be up to 1.0%.
Should this be a
dashed line like it
appears on the other
vertical curves?
Please label the
existing slope.
Please label the
existing slope.
Please continue the existing flowline
slope and label the grade.
Please continue the existing flowline
slope and label the grade.
Please continue the existing flowline
slope and label the grade.
Please continue the existing flowline
slope and label the grade.6'-3"This is a measurement taken
with the vertical scale set to
1"=5' in Bluebeam. Something
seems to be wrong with the
vertical scale. Maybe the
correct vertical scale is 1"=4' ?
City of Fort Collins
Development Review Engineering
Sophie Buckingham, EI
Date:04/25/2023