HomeMy WebLinkAboutPlans - Utility Plan - 08/04/2025SEAL
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AS NOTED
COVER
OWNER / DEVELOPER
Evan Gilmartin
2519 S Taft Hill Road
Fort Collins, CO
970-308-3927
DESIGN TEAM
Sorensen Engineering and Construction, Inc
Civil Engineering
1901 Bear Court
Fort Collins, CO 80525
SITE VICINITY MAP SCALE IN MILES
0 1/2 1
Cover Cover Sheet
U-101 General Notes and Construction Notes
U-102 Existing Conditions and Demolition Plan
U-103 Grading and Drainage Plan
U-104 Erosion Control and Floodproofing Plan
U-105 Utility Plan
U-106 Construction Details
U-107 Erosion Control Details
UTILITY PLAN FOR
GILMARTIN MINOR SUBDIVISION
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
AUGUST 2025
FORT COLLINS
PROPERTY
LOCATION
SHEET INDEX (UTILITY SET)
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer,
APPROVED:
Water & Wastewater Utility,
APPROVED:
Stormwater Utility,
APPROVED:
Park Planning and Development,
APPROVED:
Traffic Operations,
APPROVED:
Environmental Planner,Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
Approved Sheets Date
These plans have been reviewed by the Local Entity for concept only. The review
does not imply responsibility by the reviewing department, the Local Entity
Engineer, or the Local Entity 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 reasons as
acceptance of financial responsibility by the Local Entity for additional quantities of
items shown that may be required during construction phase.
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.
Paul C. Sorensen, PE
Registered Professional Engineer
State of Colorado No. 23679
SURVEYOR
CDS Engineering Corporation
165 2nd Street, SW
Loveland, CO 80537
UTILITY CONTACT LIST
UTILITY COMPANY PHONE NUMBER
Gas Xcel Energy (970) 225-7828
Electric City of Fort Collins Light & Power (970) 224-6152
Cable Comcast (970) 567-0245
Telecom Century Link (970) 490-7501
Water City of Fort Collins Utilities (970) 221-6700
Wastewater City of Fort Collins Utilities (970) 221-6700
Stormwater City of Fort Collins Utilities (970) 221-6700
Fiber Optics Colorado State University (970) 491-0187
This list is provided as a courtesy reference only. Sorensen Engineering & Construction
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.
The underground utility locates provided by SiteWise, LLC 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 id the Contractor's sole responsibility o field verify the
location of all utilities prior to construction , and notify the Engineer of any
discrepancies found.
SEAL
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AS NOTED
U 101
GILMARTIN MINOR SUBDIVISION
GENERAL NOTES
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 Local Entity.
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 Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by
the Local Entity 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
Local Entity, as beneficiary of said engineer’s work, for any errors and omissions contained in these plans, and approval
of these plans by the Local Entity 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
Local Entity, 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 sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall
conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity
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 Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1800-922-1987, 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 Local Entity prior to
beginning construction.
10. The Developer shall coordinate and cooperate with the Local Entity, 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 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 Local Entity 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. Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the
Stormwater Utility Department at least two weeks prior to Stormwater Utility Department acceptance, or otherwise in
accordance with the Development Agreement.
18. The Local Entity 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 Local Entity failure to properly maintain its water, wastewater, and/or
storm drainage facilities in the development.
19. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering
Firm) 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 Local Entity 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 Local Entity Engineering Inspector (Fort Collins -
221-6605) and the Local Entity 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 Local Entity Engineer is not
available after proper notice of construction activity has been provided, the Developer may commence work in the
Engineer absence. However, the Local Entity 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 Rightof-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 Local Entity’s 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 Local
Entity 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 Local Entity inspector.
The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans
and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity 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 FloodPlain 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. (Local Entity, County or State), 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
Local Entity 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 Local Entity Engineer,
and no site construction activities on Sundays or holidays, unless there is prior written approval by the Local Entity.
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 Local Entity 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 Local Entity’s Inspector at all times. Upon completion of the work, the
contractor(s) shall submit record drawings to the Local Entity 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:
Benchmarks—Local Entity survey.
PROJECT DATUM: NAVD88
BENCHMARK #25-97
DESCRIPTION: LOCATED AT THE SW CORNER OF MULBERRY ST AND TAFT HILL RD ON A
CONCRETE TRAFFIC SIGNAL BASE
ELEVATION : NAVD88 = 5071.25 (NGVD = 5068.08)
BENCHMARK # FORT COLLINS 1-03
DESCRIPTION: LOCATED AT THE NORTH SIDE OF MULBERRY ST APPROXIMATELY 60 FEET EAST
OF THE EAST EAST FLOWLINE OF BRYAN STREET, ON THE WEST WINGWALL OF THE BRIDGE
OVER LARIMER COUNTY DITCH #2
ELEVATION: NAVD88 = 4898.14 (NGVD29 = 4894.95)
PLEASE NOTE THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 FOR THEIR DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY
PURPOSE, THE FOLLOWING ELEVATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.17'.
41. All stationing is based on centerline/flowline (insert proper word) 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 Local Entity Construction Inspector before
any cuts are made. Patching shall be done in accordance with the Local Entity 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 Local Entity Engineer and/or
the Local Entity 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 Local Entity, 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 Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including
storm drainage structures and pipes, for the following private streets: (list).
48. Approved Variances are listed as follows: (Plan set must have a list of all applicable variances for the project).
49. All buildings must provide an approved 13D fire extinguishing system.
Construction Notes
A. Standard Grading and Erosion and Sediment Control Construction Plan 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 rightsof-way shall remain exposed by land disturbing
activity for more than fourteen (14) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the City of Loveland.
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 of Loveland 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. To ensure that sediment does not move off of Individual lots one or more of the following sediment/erosion control
BMPs shall be installed and maintained
until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Loveland GMA & city limits only). (a.)
(b.) (c.) (d.) Below all gutter downspouts. Out to drainage swales. Along lot perimeter. Other locations, if needed.
16. 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 of Loveland.
17. A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not
limited to personal vehicles exiting existing roadways. No earthen materials, i.e., stone, dirt, etc., shall be placed in the curb
& gutter or roadway as a ramp to access temporary stockpile(s), staging area(s), construction material(s), concrete washout
area(s) and/or building site(s).
Additional notes can (should) be added to reflect the stormwater runoff control plan of the individual development.
B. Street Improvements 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 Local Entity
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 Local
Entity Engineer in Loveland.
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 Local Entity 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 Local Entity
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 Local Entity Inspector and prior to
installation of asphalt. Gutters that hold more than ¼ 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 Local
Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity
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.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines shall be latex 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 Local Entity 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. Latex paint 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 Local Entity 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 Local Entity Engineer reserves the right to require additional signage and/or striping if the Local Entity
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.
16. Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor
may keep the signs, or call the City Traffic Division to have them removed.
17. No “Reset” anchors, posts, signs, and/or delineators will be accepted.
18. All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria.
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 final drainage and erosion control study (name of the study and date) by (Engineering Firm)
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.
4. See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and
Standard Erosion Control Notes.
E. Waterline Note
1. 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.
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 Local Entity Standards and these plans or as otherwise specified in MUTCD.
FLODPLAIN AND FLOODWAY NOTES
1. THE ENTIRE PROPERTY IS CURRENTLY LOCATED IN THE CITY REGULATED 100-YEAR
CANAL IMPORTATION FLOOD FRINGE AND MUST COMPLY WITH THE SAFETY REGULATIONS
OF CHAPTER 10 OF MUNICIPAL CODE.
2. ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR
CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING,, ETC.) MUST
BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT
APPLICATION FEES, AND APPROVED PLANS.
3. THE LOWEST FINISHED FLOOR ELEVATION OF A NEW RESIDENTIAL STRUCTURE, AND ALL DUCT
WORK, HEATING, VENTILATION, ELECTRICAL SYSTEMS, ETC. MUST BE ELEVATED 18 INCHES.
4. ANY NEW CRAWL SPACE MUST COMPLY WITH VENTING AND CRAWL SPACE REQUIEMENTS
FROM SECTIONS 10 39 AND 10 40 OF CITY MUNICIPAL CODE.
50
7
5
50
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6
50
7
4
50
7
3
507
2
5071
50
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0
50
7
1
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0
507650
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6
5077
5077
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adjacent house
adjacent garageadj
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LOT 1
26162.75 Sq. Ft.
0.60 Acres
OUTLOT
(EXIST GRADES/VEGETATION
TO REMAIN UNDISTURBED)
QU
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42.00'
PR
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B
O
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N
D
A
R
Y
EXISTING ACCESS
TO BE REMOVED
AND REPLACED
WITH NEW CURB,
GUTTER, AND
SIDEWALK TO MATCH
EXISTING (see detail
drawing 701, Sheet U105)
0
40
20
N
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h
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1
"
=
2
0
'
SEAL
DRAWN BY:
PS
PAS
CHECKED BY:
SHEET NUMBER:
SCALE:
DATE:
08/04/25
SHEET INDEX:
JOB NUMBER:
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AS NOTED
U 102
GILMARTIN MINOR SUBDIVISION
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
341 SOUTH TAFT HILL ROAD
FORT COLLINS, COLORADO
LARIMER COUNTY PARCEL # 9709404005
50
7
5
50
7
6
50
7
4
50
7
3
507
2
5071
50
7
0
50
7
1
50
7
0
507650
7
6
5077
507
7
adjacent house
adjacent garageadj
shedadjacent building
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0
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XS
#
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1
1
5
0
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8
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5
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XS
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LOT 1
26162.75 Sq. Ft.
0.60 Acres
5068'
5070'
5072'
5074'
5076'
5078'
5072'
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40
DUCT WORK
DUCT WORK
PRINCIPAL
RESIDENCE
ADU -
DETATCHED
BFE 5070.72
FF 5075.4FF 5076
BFE 5072.9
MIN DUCT 5074.4BFE 5073.5
MIN DUCT 5075
100-YR BASE
FLOOD ELEVATIONEXISTING
GRADE
5075'
5074'
5073'
5071'
PROPOSED
5071.2'
PROPOSED
5071.7'
SPREAD FOOTING W/ FOUNDATION WALL
(TOP OF FOOTER MIN 30" BELOW EXIST GRADE)
BFE 5075.94
6" VERTICAL
CURB
SECTION A - A'
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 4'
(5:1 EXAGGERATION)
EL
E
V
A
T
I
O
N
1
"
=
4
'
OUTLOT
(EXIST GRADES/VEGETATION
TO REMAIN UNDISTURBED)
A'
A
BFE 5071.59'
QU
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NO
.
2
0
0
7
0
0
1
5
2
3
5
GRADE FOR
NE FLOW
PATTERN
PENNSYLVANIA
STREET
57' RIGHT OF WAY
30.00'
SETBACK
42.00'
15.00'
UTILITY
EASEMENT
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
Parking Spaces (10'x20')
Recycled Asphalt /
Road Base
NEW ACCESS TO
S TAFT HILL ROAD
(see detail sheet
U105 - Note 3)
EXISITNG ACCESS
TO BE REMOVED
AND REPLACED
WITH NEW CURB,
GUTTER, AND
SIDEWALK TO
MATCH EXISTING
(see detail drawing
701, Sheet U105)
BUILDING
ENVELOPE
PRINCIPAL
RESIDENCE
60'
35
'2100 sf
GRAVEL OR
RECYCLED
ASPHALT
ADU -
DETACHED
25
'
40'10'
1000 sf
5077
12.00'
5071.7'
X
5071.2'
50
7
0
.
9
'
5070.4'
X
X X5070.9'
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
5072.5'
X
5072.5'
X
5071.5'
X
FF 5075.4'
See Cross Section
LCUASS Fig 7-11F
(sheet U105)
Amended for site
conditions: 8' Utility
Easement on one
side onlyCONRETE
ALLEY
S
S
PROPOSED GRADE SHALL
REMAIN AS EXISTING WITH
THE FOLLOWING EXCEPTION:
PROPOSED GRADE DIPS SLIGHTLY
AT APPROXIMATE STRUCTURE
CENTERLINE TO PROMOTE FLOW
THROUGH VENT
S
S
PROPOSED
5070.9'
PROPOSED
5070.4'
ONE (1) SUMP PUMP SHALL BE INSTALLED
NEAR THE DOWNSTREAM (EAST) SIDE OF
EACH STRUCTURE. SUMP PUMP SHALL
BE SUPERIOR PUMP 92372, 1
3 HP
THERMOPLASTIC SUBMERSIBLE PUMP
WITH VERTICAL FLOAT CONTROL
SWITCH OR APPROVED EQUAL.
4' SIDEWALK
TOTAL DISTURBED AREA:
LOT 1 = 26,163 SF = 0.60 ACRES
0+79
1+
3
6
2+75 3+15 3+25
EXISTING
PROPOSED
4+60 4+80 5+00
0+
7
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2+
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5
3+
1
5
3+
8
5
1+
0
4
PROTECT EXISTING
ACCESS FROM
NEIGHBORING
PROPERTY ONTO
S TAFT HILL RD
0
40
20
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S
c
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"
=
2
0
'
SEAL
LEGEND
DRAWN BY:
PS
PAS
CHECKED BY:
SHEET NUMBER:
SCALE:
DATE:
08/04/2025
SHEET INDEX:
JOB NUMBER:
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34
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A
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AS NOTED
PROPOSED CONTOUR
U 103
ELEVATION TABLE
UNIT PROPOSED GRADE BFE FF
(UPSTREAM SIDE)
PRIMARY
RES 5070.9 5072.9 5075.4
ADU 5071.7 5073.5 5076
EXISTING GRADE @ UPSTREAM SIDE OF UNIT
ESTIMATED ELEVATIONS - INTERPOLATED @UNIT N-S ℄
XS#.1477 AND XS#.1195 - BASE FLOOD ELEVATIONS CROSS-SECTION
GILMARTIN MINOR SUBDIVISION
NOTES:
1.AT THE TIME PENNSYLVANIA STREET IS FULLY
CONSTRUCTED, ACCESS TO THIS PROPERTY MUST BE
TAKEN FROM PENNSYLVANIA STREET AND THE ACCESS
TAKEN FROM S TAFT HILL ROAD MUST BE CLOSED.
2.THE TOP OF FOUNDATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRE FOR PROTECTION
FROM THE 100-YEAR STORM.
3.PROTECT EXISTING ACCESS FROM NEIGHBORING
PROPERTY ONTO S TAFT HILL ROAD.
4.NO TRACKING OF DEBRIS OR SEDIMENT IS ALLOWED
ON NEIGHBORING PROPERTYOR PUBLIC RIGHT OF WA. IF TRACKING
DOES OCCUR, CONTRACTOR SHALL CLEAN IT IMMEDIATELY.
PROPOSED RUNOFF
FLOW DIRECTION
S SUMP PUMP: ONE
EACH STRUCTURE
EXISTING CONTOUR5073
FLODPLAIN AND FLOODWAY NOTES
1. THE ENTIRE PROPERTY IS CURRENTLY LOCATED IN THE CITY REGULATED 100-YEAR
CANAL IMPORTATION FLOOD FRINGE AND MUST COMPLY WITH THE SAFETY REGULATIONS
OF CHAPTER 10 OF MUNICIPAL CODE.
2. ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR
CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING,, ETC.) MUST
BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT
APPLICATION FEES, AND APPROVED PLANS.
3. THE LOWEST FINISHED FLOOR ELEVATION OF A NEW RESIDENTIAL STRUCTURE, AND ALL DUCT
WORK, HEATING, VENTILATION, ELECTRICAL SYSTEMS, ETC. MUST BE ELEVATED 18 INCHES.
4. ANY NEW CRAWL SPACE MUST COMPLY WITH VENTING AND CRAWL SPACE REQUIEMENTS
FROM SECTIONS 10 39 AND 10 40 OF CITY MUNICIPAL CODE.
ROOF DRAIN
50
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50
7
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50
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507
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50
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50
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507650
7
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adjacent house
adjacent garageadj
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LOT 1
26162.75 Sq. Ft.
0.60 Acres
5068'
5070'
5072'
5074'
5076'
5078'
5072'
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40
DUCT WORK
DUCT WORK
PRINCIPAL
RESIDENCE
ADU -
DEDATCHED
BFE 5070.72
FF 5075.4FF 5076
BFE 5072.9
MIN DUCT 5074.4BFE 5073.5
MIN DUCT 5075
100-YR BASE
FLOOD ELEVATIONEXISTING
GRADE
5075'
5074'
5073'
5071'
PROPOSED
5071.2'
PROPOSED
5071.7'
SPREAD FOOTING W/ FOUNDATION WALL
(TOP OF FOOTER MIN 30" BELOW EXIST GRADE)
BFE 5075.94
6" VERTICAL
CURB
SECTION A - A'
SCALE: HORIZONTAL 1" = 20'
VERTICAL 1" = 4'
(5:1 EXAGGERATION)
EL
E
V
A
T
I
O
N
1
"
=
4
'
OUTLOT
(EXIST GRADES/VEGETATION
TO REMAIN UNDISTURBED)
A'
A
SF
SF SF
SF
BFE 5071.59'
QU
I
T
C
L
A
I
M
-
R
E
C
.
NO
.
2
0
0
7
0
0
1
5
2
3
5
GRADE FOR
NE FLOW
PATTERN
PENNSYLVANIA
STREET
57' RIGHT OF WAY
30.00'
SETBACK
42.00'
15.00'
UTILITY
EASEMENT
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
Parking Spaces (10'x20')
Recycled Asphalt /
Road Base
NEW ACCESS TO
S TAFT HILL ROAD
(see detail sheet
U105 - Note 3)
EXISITNG ACCESS
TO BE REMOVED
AND REPLACED
WITH NEW CURB,
GUTTER, AND
SIDEWALK TO
MATCH EXISTING
(see detail drawing
701, Sheet U105)
BUILDING
ENVELOPE
PRINCIPAL
RESIDENCE
60'
35
'2100 sf
GRAVEL OR
RECYCLED
ASPHALT
ADU -
DETACHED
25
'
40'10'
1000 sf
VTC
FLOOD VENTS (1 SQ INCH VENT/1 SQ FOOT BUILDING): RECOMMEND FLOOD VENTS
BY SMART VENT OR EQUAL - ALL 2X2 MULTI-VENT CONFIGURATION
RS
CWA
CWA
CONCRETE WASHOUT
AREA - EXACT LOCATION
TBD BY CONTRACTOR.
CANNOT ENCROACH ON
ADJACENT PROPERTY.
5077
12.00'
STRUCTURE MODEL #
FLOOR
COVERAGE
PER VENT (SF)
AIR
VENTILATION
(SQ IN)
# VENTS
EACH END
PRINCIPAL
RESIDENCE
ADU
1540-
150202 800 204 3
1540-
510 200 51 1
1540-
511 400 102 2
FLOOD VENT
(3 EACH END,
BOTH STRUCTURES)
(TYP)
5071.7'
X
GRADE CRAWL
SPACE TO PROMOTE
FLOW TO VENTS
(BOTH STRUCTURES)
5071.2'
50
7
0
.
9
'
5070.4'
X
X X5070.9'
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
5072.5'
X
5072.5'
X
5071.5'
X
FF 5075.4'
See Cross Section
LCUASS Fig 7-11F
(sheet U105)
Amended for site
conditions: 8' Utility
Easement on one
side onlyCONRETE
ALLEY
S
S
PROPOSED GRADE SHALL
REMAIN AS EXISTING WITH
THE FOLLOWING EXCEPTION:
PROPOSED GRADE DIPS SLIGHTLY
AT APPROXIMATE STRUCTURE
CENTERLINE TO PROMOTE FLOW
THROUGH VENT
S
S
PROPOSED
5070.9'
PROPOSED
5070.4'
ONE (1) SUMP PUMP SHALL BE INSTALLED
NEAR THE DOWNSTREAM (EAST) SIDE OF
EACH STRUCTURE. SUMP PUMP SHALL
BE SUPERIOR PUMP 92372, 1
3 HP
THERMOPLASTIC SUBMERSIBLE PUMP
WITH VERTICAL FLOAT CONTROL
SWITCH OR APPROVED EQUAL.
VENT BOTTOM
ELEVATION
EAST: 5070.5'
WEST: 5071.0'
EAST: 5071.3'
WEST: 5071.8'
EAST: 5071.3'
WEST: 5071.8'
1. THESE ARE DUAL-FUNCTION VENTS, PROVIDING BOTH FLOOD PROTECTION
AND NATURAL AIR VENTILATION
4' SIDEWALK
TOTAL DISTURBED AREA:
LOT 1 = 26,163 SF = 0.60 ACRES
0+79 1+36 2+75 3+15 3+25
EXISTING
PROPOSED
4+60 4+80 5+00
SSA
SP
SF
1+
3
6
0+
7
9
0+
0
0
2+
7
5
3+
1
5
3+
8
5
1+
3
6
0+
7
9
0+
0
0
2+
7
5
3+
1
5
3+
8
5
1+
0
4
0
40
20
N
o
r
t
h
-
S
c
a
l
e
1
"
=
2
0
'
SEALLEGEND
DRAWN BY:
PS
PAS
CHECKED BY:
SHEET NUMBER:
SCALE:
DATE:
08/04/2025
SHEET INDEX:
JOB NUMBER:
RE
V
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19
0
1
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34
1
S
O
U
T
H
T
A
F
T
H
I
L
L
R
O
A
D
ER
O
S
I
O
N
C
O
N
T
R
O
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A
N
D
F
L
O
O
D
P
R
O
O
F
I
N
G
P
L
A
N
AS NOTED
PROPOSED CONTOUR
SILT FENCESF
U 104
GILMARTIN MINOR SUBDIVISION
VTC VEHICLE TRACKING
CONTROL
NOTES:
1.AT THE TIME PENNSYLVANIA STREET IS FULLY
CONSTRUCTED, ACCESS TO THIS PROPERTY MUST BE
TAKEN FROM PENNSYLVANIA STREET AND THE ACCESS
TAKEN FROM S TAFT HILL ROAD MUST BE CLOSED.
2.THE TOP OF FOUNDATIONS SHOWN ARE THE
MINIMUM ELEVATIONS REQUIRE FOR PROTECTION
FROM THE 100-YEAR STORM.
3.PROTECT EXISTING ACCESS FROM NEIGHBORING
PROPERTY ONTO S TAFT HILL ROAD.
4.NO TRACKING OF DEBRIS OR SEDIMENT IS ALLOWED
ON NEIGHBORING PROPERTYOR PUBLIC RIGHT OF WA. IF TRACKING
DOES OCCUR, CONTRACTOR SHALL CLEAN IT IMMEDIATELY.
RS ROCK SOCK
PROPOSED RUNOFF
FLOW DIRECTION
CWA CONCRETE WASHOUT
AREA
S SUMP PUMP: ONE
EACH STRUCTURE
EXISTING CONTOUR5073 SSA
SP
SF SEDIMENT STRAINING
STOCKPILE MANAGEMENT
STABILIZED STAGING AREA
FLODPLAIN AND FLOODWAY NOTES
1. THE ENTIRE PROPERTY IS CURRENTLY LOCATED IN THE CITY REGULATED 100-YEAR
CANAL IMPORTATION FLOOD FRINGE AND MUST COMPLY WITH THE SAFETY REGULATIONS
OF CHAPTER 10 OF MUNICIPAL CODE.
2. ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR
CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING,, ETC.) MUST
BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT
APPLICATION FEES, AND APPROVED PLANS.
3. THE LOWEST FINISHED FLOOR ELEVATION OF A NEW RESIDENTIAL STRUCTURE, AND ALL DUCT
WORK, HEATING, VENTILATION, ELECTRICAL SYSTEMS, ETC. MUST BE ELEVATED 18 INCHES.
4. ANY NEW CRAWL SPACE MUST COMPLY WITH VENTING AND CRAWL SPACE REQUIEMENTS
FROM SECTIONS 10 39 AND 10 40 OF CITY MUNICIPAL CODE.
co
co
50
7
5
50
7
6
50
7
4
50
7
3
507
2
5071
50
7
0
50
7
1
50
7
0
507650
7
6
5077
5077
507
7
50
7
8
SO
U
T
H
T
A
F
T
H
I
L
L
R
O
A
D
LOT 1
26162.75 Sq. Ft.
0.60 Acres
3
4" CURB STOP
& METER
3/4" TYPE "K"
COPPER
WATER
SERVICE LINE
6"
C
A
S
T
I
R
O
N
12
"
V
I
T
R
I
F
I
E
D
C
L
A
Y
TA
F
T
H
I
L
L
R
D
CL
3/4"
4"
4" SS TAP
EXISTING
POWER POLE
(SERVICE CONNECT)
10' MIN
BETWEEN WATER
AND 4" SS LINES
TELEPHONE ACCESS
2-GANG ELECTRIC
METERS (1 DEDICATED
TO EACH UNIT)
T
12
"
V
I
T
R
I
F
I
E
D
C
L
A
Y
12
"
V
I
T
R
I
F
I
E
D
C
L
A
Y
6"
C
A
S
T
I
R
O
N
6"
C
A
S
T
I
R
O
N
4"
EXISTING
TRANSFORMER
(CONFIRM)
OUTLOT
(EXIST GRADES/VEGETATION
TO REMAIN UNDISTURBED)QU
I
T
C
L
A
I
M
-
R
E
C
.
NO
.
2
0
0
7
0
0
1
5
2
3
5
PENNSYLVANIA
STREET
57' RIGHT OF WAY
42.00'
15.00'
30.00'
UTILITY
EASEMENT
SETBACK
10.00'
10.00'
PR
O
P
E
R
T
Y
B
O
U
N
D
A
R
Y
Parking Spaces PRINCIPAL
RESIDENCE
60'
35'
2100 sf
GRAVEL OR
RECYCLED
ASPHALT
ADU -
DETACHED 25'
1000 sf
10'
10.00'
M
12.00'
40'
CONRETE
ALLEY 4' SIDEWALK
APPROXIMATE LIMITS
OF STRET CUTS; LIMITS
OF STREET CUTS TO BE
DETEMINED AND
VERIFIED IN THE FIELD
BY CITY INSPECTORS.
STREET CUTS SHOWN
ON PLAN ARE FOR
REFERENCE ONLY.
WATER & WASTEWATER
SERVICE TO ADU SHALL
BE PLUMBED FROM
PRINCIPAL RESIDENCE
LIMIT OF
GRAVEL /
RECYCLED
ASPHALT
XCEL GAS LINE
IS NEXT TO THE
CURB FACE
UNDER THE
GUTTER AND
WITHIN THE
PUBLIC R-O-W OF
S TAFT HILL RD
0
40
20
N
o
r
t
h
-
S
c
a
l
e
1
"
=
2
0
'
SEAL
LEGEND
DRAWN BY:
PAS
CHECKED BY:
SHEET NUMBER:
SCALE:
DATE:
SHEET INDEX:
JOB NUMBER:
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
NO
.
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T
E
DE
S
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:
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34
1
S
O
U
T
H
T
A
F
T
H
I
L
L
R
O
A
D
08/04/2025
AS NOTED
U 105
GILMARTIN MINOR SUBDIVISION
M
FLODPLAIN AND FLOODWAY NOTES
1. THE ENTIRE PROPERTY IS CURRENTLY LOCATED IN THE CITY REGULATED 100-YEAR
CANAL IMPORTATION FLOOD FRINGE AND MUST COMPLY WITH THE SAFETY REGULATIONS
OF CHAPTER 10 OF MUNICIPAL CODE.
2. ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES, SIDEWALK OR
CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK, LANDSCAPING,, ETC.) MUST
BE PRECEDED BY AN APPROVED FLOODPLAIN USE PERMIT, THE APPROPRIATE PERMIT
APPLICATION FEES, AND APPROVED PLANS.
3. THE LOWEST FINISHED FLOOR ELEVATION OF A NEW RESIDENTIAL STRUCTURE, AND ALL DUCT
WORK, HEATING, VENTILATION, ELECTRICAL SYSTEMS, ETC. MUST BE ELEVATED 18 INCHES.
4. ANY NEW CRAWL SPACE MUST COMPLY WITH VENTING AND CRAWL SPACE REQUIEMENTS
FROM SECTIONS 10 39 AND 10 40 OF CITY MUNICIPAL CODE.
SEAL
DRAWN BY:
PAS
CHECKED BY:
SHEET NUMBER:
SCALE:
DATE:
SHEET INDEX:
JOB NUMBER:
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
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S
FO
R
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C
O
L
L
I
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S
,
C
O
L
O
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A
D
O
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E
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T
T
I
T
L
E
SO
R
E
N
S
E
N
E
N
G
I
N
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E
R
I
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G
&
C
O
N
S
T
R
U
C
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I
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N
,
I
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C
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V
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L
/
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N
V
I
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O
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E
N
T
A
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E
N
G
I
N
E
E
R
I
N
G
19
0
1
B
E
A
R
C
O
U
R
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
PH
O
N
E
:
9
7
0
5
9
0
-
1
5
7
9
pa
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@
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r
i
n
g
.
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e
t
34
1
S
O
U
T
H
T
A
F
T
H
I
L
L
R
O
A
D
08/04/2025
AS NOTED
U 106
GILMARTIN MINOR SUBDIVISION
NOTES
1.REMOVE EXISTING FILL MATERIAL TO A DEPTH OF 12" MINIMUM
BELOW EXISTING GRADE
2.PROOF ROLL EXPOSED SUBGRADE WITH ADDITIONAL
REMOVAL OF AREAS WHERE SOFT, YIELDING, OR ORGANIC
SOIL OR DEBRIS IS ENCOUNTERED.
3.PLACE MINIMUM OF 6" ADDITIONAL AGGREGATE BASE COURSE
COMPACTED TO 95% OF STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM 698, ASSHTO T99) TO A LEVEL 6" BELOW
FINISH GRADE.
4.PLACE 6" CONCRETE WITH #4 REBAR @ 18" O.C. EACH WAY OVER
AGGREGATE BASE COURSE.
5.CUT CONTROL JOINTS TO A DEPTH OF 1.5" (MINIMUM) ON 12-FOOT
CENTERS NO LATER THAN 12-18 HOURS AFTER FINISHING THE CONCRETE
6" CONCRETE (4,000 PSI MIN)
6" AGGREGATE3 BASE COURSE
#4 REBAR @ 18"' O.C. EACH WAY
PAVEMENT SECTION
SEAL
DRAWN BY:
PAS
CHECKED BY:
SHEET NUMBER:
SCALE:
DATE:
SHEET INDEX:
JOB NUMBER:
RE
V
I
S
I
O
N
S
PR
O
J
E
C
T
NO
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
ER
O
S
I
O
N
C
O
N
T
R
O
L
D
E
T
A
I
L
S
FO
R
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C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
SH
E
E
T
T
I
T
L
E
SO
R
E
N
S
E
N
E
N
G
I
N
E
E
R
I
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G
&
C
O
N
S
T
R
U
C
T
I
O
N
,
I
N
C
CI
V
I
L
/
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N
V
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N
T
A
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N
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E
R
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N
G
19
0
1
B
E
A
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C
O
U
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T
FO
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T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
5
PH
O
N
E
:
9
7
0
5
9
0
-
1
5
7
9
pa
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l
@
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e
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g
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e
r
i
n
g
.
n
e
t
34
1
S
O
U
T
H
T
A
F
T
H
I
L
L
R
O
A
D
08/04/2025
AS NOTED
U 107
GILMARTIN MINOR SUBDIVISION
Concrete Washout Area (CWA)MM-1
November 2010 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
CWA-3
MM-1 Concrete Washout Area (CWA)
CWA-4 Urban Drainage and Flood Control District
Urban Storm Drainage Criteria Manual Volume 3
November 2010