HomeMy WebLinkAboutTAPESTRY - FDP240016 - SUBMITTAL DOCUMENTS - ROUND 1 - Supporting Documentation (4)Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021
Adopted by Larimer County, City of Loveland, City of Fort Collins Page E-4-FC-1
Appendix E-4
City of Fort Collins
Requirements for Utility Plans
Last revised: 8/1/2021
NOTE: Appendix Forms and Information are for
Reference Only. Contact Local Entity Engineer for
Original Forms and Current Information.
PROJECT NAME: ___________________________________
PROJECT PLANNER: ___________________________________
DESIGN ENGINEERING FIRM: ___________________________________
DEVELOPER: ___________________________________
All applications for final development plans must include final development plan documents
(“Utility Plans”). The standards for these Utility Plans are set forth in Division 3.3 of the City of
Fort Collins Land Use Code, these Standards, and as further noted in this appendix.
THIS LIST PROVIDES THE DESIGN ENGINEER INFORMATION TO HELP HIM/HER
DETERMINE WHAT THE CITY OF FORT COLLINS EXPECTS TO SEE ON DRAWINGS
SUBMITTED FOR REVIEW AND APPROVAL. THIS LIST IS NOT INTENDED TO BE ALL-
INCLUSIVE AND SHALL NOT, IN ANY WAY, OVERRIDE OR SUPERCEDE THE
STANDARDS SET FORTH IN THE CITY OF FORT COLLINS LAND USE CODE AND/OR THE
LARIMER COUNTY URBAN AREA STREET STANDARDS MANUAL. ADDITIONAL
INFORMATION MAY BE REQUIRED ON SPECIFIC PLAN DESIGNS AND IS NOT INTENDED
TO RELIEVE THE DESIGN ENGINEER OF THEIR OBLIGATION TO UTILIZE GOOD
ENGINEERING PRACTICES.
PLEASE NOTE: All items with an arrow (►) are items required prior to public hearing.
All items without an arrow will be required during final compliance.
The two “check list” columns to the left of the Utility Plan requirements below are provided for the convenience of both City staff
and the Developer’s Engineer. The columns are organized as follows:
(1) The first column, “Applicant Validation,” is provided as a check list for the applicant to ensure that all
required items are addressed within the Utility Plans.
(2) Upon submittal, City staff will check off the items in the second column to ensure that all the required
items are included within the Utility Plans.
Applicant Staff
Validation Check
N/A Included
Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-2
Adopted by Larimer County, City of Loveland, City of Fort Collins
I. Cover Sheet
______ ______ ______ A. ► Preamble title of “Utility Plans For…”
______ ______ ______ B. ► Legal description below the project name
______ ______ ______ C. ► Vicinity map including project location,
nearest two Arterial Streets, existing street
system, street names for collector and
Arterial Streets, City limit lines, north arrow
and major public facilities
______ ______ ______ D. ► Index to all sheets contained within the Utility
Plan placed on right side of sheet.
______ ______ ______ E. The current date (month and year) under the
legal description
______ ______ ______ F. General Construction Notes, and if
applicable, Standard Erosion Control Notes
(see attached Appendix E-2) placed on left
side of sheet
______ ______ ______ G. ► Project Bench Marks referencing the City of
Fort Collins’ datum
______ ______ ______ H. Reference to the updated or current soils
investigation report
______ ______ ______ I. Stamp and signature of a licensed Civil
Engineer registered in the State of Colorado
(on approved final development plan
documents) in accordance with State
Statutes and Board Rules.
______ ______ ______ J. The following statement is annotated on the
Cover Sheet:
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.
______ ______ ______ K. ► Typical street section(s) provided for each
street type being proposed. Sections include
appropriate horizontal and vertical
dimensions and cross slopes, type of curb
and gutter and any deviations from
standards. See Standard Drawings 7-1F
thru 7-13F. (These sections may also be
located on the plan/profile sheets or a
separate sheet within the utility plan set.)
Applicant Staff
Validation Check
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Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-3
Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ L. The names, addresses, phone numbers for
the Developer(s), Owner(s), and Consultant
Engineer are provided.
______ ______ ______ M. Indemnification Statement provided and
annotated as follows:
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 in any reason as acceptance
of financial responsibility by the Local
Entity for additional quantities of items
shown that may be required during the
construction phase.
II. Grading, Drainage & Erosion Control Plan
______ ______ ______ A. ► Drainage report submitted
______ ______ ______ B. ► Existing and proposed contours provided at
2’ (min.) intervals and labeled.
______ ______ ______ C. ► Contours extended a minimum of 50’ offsite
and tie into existing contours.
______ ______ ______ D. Finish grade elevations provided for streets,
lot corners, and finish floors/top of foundation
of buildings for all lots.
______ ______ ______ E. This statement provided:
“The top of foundation elevations shown
are the minimum elevations required for
protection from the 100-year storm.
Minimum finished floor elevations above
the 100-year water surface in streets,
channels, ditches, swales, or other
drainage facilities, as illustrated by a
master grading plan are to be shown.”
______ ______ ______ F. ► Drainage arrows are provided and show
positive drainage to streets or to an
approved drainage facility.
______ ______ ______ G. Phasing of development and construction of
all public improvements. All public
improvements within each phase stand
alone. Phases separated by a thick, ghosted
line and identified by either numbers or
letters.
______ ______ ______ H. Temporary and long term erosion control
devices are provided and labeled.
______ ______ ______ I. ► Revegetation methods and specific notes
are provided.
Applicant Staff
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Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-4
Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ J. ► If the project proposes any construction in a
floodplain, please pick up the separate
“Preliminary Floodplain Submittal
Requirements” available at the Stormwater
Utility.
III. Overall Utility Plan Sheet(s)
A. Streets
______ ______ ______ 1. ► R.O.W., property lines and
easements with dimensions and
labels.
______ ______ ______ 2. ► Cross-pans
______ ______ ______ 3. ► Access ramps
______ ______ ______ 4. ► Curb and gutter
______ ______ ______ 5. ► Sidewalks
______ ______ ______ 6. ► Driveway locations
______ ______ ______ 7. ► Medians, including flowline and lip
of gutter
______ ______ ______ 8. General location of signs (speed,
stop, monument, etc.)
______ ______ ______ B. Phasing lines of development and
construction of all public improvements. All
public improvements within each phase
stand alone. Phases separated by a thick,
ghosted line and identified by either numbers
or letters.
C. Water Facilities
______ ______ ______ 1. ► Mains with sizes
______ ______ ______ 2. ► Fire hydrant locations
______ ______ ______ 3. ► Valves
______ ______ ______ 4. Meter pits and curb stops
______ ______ ______ 5. ► Manhole locations
______ ______ ______ 6. ► Show service locations at
preliminary, except for single family
uses.
______ ______ ______ 7. Waterline lowerings
______ ______ ______ 8. Dimensioning of manholes and
cleanouts from the centerline of the
roadways.
Applicant Staff
Validation Check
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D. Sanitary Sewer Facilities
______ ______ ______ 1. ► Mains with sizes
______ ______ ______ 2. ► Manhole locations and numbering
______ ______ ______ 3. Length of segments between
manholes
______ ______ ______ 4. Type of pipe
______ ______ ______ 5. Slopes
______ ______ ______ 6. Clean-outs
______ ______ ______ 7. ► Show services at preliminary,
except for single family uses.
E. Storm Sewer Facilities
______ ______ ______ 1. ► General layout of stormsewers,
channels and swales.
______ ______ ______ 2. ► Manhole locations
______ ______ ______ 3. ► Junction structures
______ ______ ______ 4. ► Clean-outs
______ ______ ______ 5. ► Type of pipe
______ ______ ______ 6. ► Sizes
______ ______ ______ 7. ► Slopes
______ ______ ______ 8. ► Length of segments between
manholes
______ ______ ______ 9. Subdrains (where applicable)
______ ______ ______ 10. ► Manhole numbering
______ ______ ______ F. ► Existing features shown for a minimum of
150’ beyond the project limits
______ ______ ______ G. ► Proposed utility connections with existing
utilities.
IV. Street Plan and Profile Sheets (Horizontal Alignment)
______ ______ ______ A. ► Largest possible curve radii used on Arterial
and Major Arterial roadways. Minimum
curve radii used only where necessary. See
Table 7-3.
______ ______ ______ B. ► Minimum tangent lengths at intersections.
See Table 7-3.
Applicant Staff
Validation Check
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Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-6
Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ C. ► Crossing streets intersect at 90° (minor
street can vary ±10°).
______ ______ ______ D. ► Angle of departure of streets at intersections
do not exceed 10 for the length of the
required tangent. See Standard Drawing 8-
12.
______ ______ ______ E. ► Minimum tangent between reverse curves
provided. See Table 7-3.
______ ______ ______ F. ► Broken-back curves are separated by a
length equal to 2 times the tangent length.
See Table 7-3.
______ ______ ______ G. ► Compound curves: ratio value of 1.5
(Larger radius divided by the smaller radius).
______ ______ ______ I. ► Minimum deflection angles for centerline
arcs on curves used. See Table 7-5.
______ ______ ______ J. ► Curves with deflection angles of 5 have
an arc length (Lcmin) equal to 15 times the
design speed. Length is increased 100’ for
every 1° reduction below 5°.
______ ______ ______ K. Horizontal curves do not begin at the top of a
crest curve or the bottom of a sag curve.
______ ______ ______ L. ► Tapers and transitions: Refer to Figures in
Chapter 8
______ ______ ______ M. ► Sight distance triangles and easements:
Shown on all plan & profile sheets. Sight
distance easements dedicated on the Plat.
______ ______ ______ N. ► Minimum Local Street widths provided per
Table 7.1 and are consistent with the TIS.
______ ______ ______ O. ► Access ramps and crosswalks provided.
Crosswalk lengths are a maximum of 56’ in
length. See Chapter 16, Pedestrian
Facilities Design and Technical Criteria.
Mid-block access ramps located at all “T”
intersections.
______ ______ ______ P. ► Complete horizontal alignment includes, but
is not limited to: centerline of roads,
intersecting streets, driveway locations, and
storm drainage facilities.
______ ______ ______ Q. ► Existing and proposed Property and/or ROW
lines, easements and/or tracts provided,
dimensioned, and labeled clearly.
R. Existing utilities and structures (shown as
phantom line) included:
______ ______ ______ 1. ► Storm sewer and appurtenances
Applicant Staff
Validation Check
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Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ 2. Fence lines and gates
______ ______ ______ 3. ► Water lines and appurtenances
______ ______ ______ 4. ► Ditches and swales
______ ______ ______ 5. ► Electric lines and appurtenances
______ ______ ______ 6. ► Curbs and gutters
______ ______ ______ 7. ► Sanitary Sewer lines and
appurtenances
______ ______ ______ 8. ► Pavement limits
______ ______ ______ 9. ► Telephone lines and appurtenances
______ ______ ______ 10. ► Bridges and/or culverts
______ ______ ______ 11. ► CATV lines and appurtenances
______ ______ ______ 12. ► Guardrails
______ ______ ______ 13. Signs
______ ______ ______ 14. ► Gas lines and appurtenances
______ ______ ______ S. Station, critical elevation, and dimension of
all existing and proposed utility and/or
drainage structures provided.
______ ______ ______ T. Intersections show construction and lane
details for new and existing facilities for a
minimum of 150’ beyond the limits of
construction.
V. Street Plan and Profile Sheets (Vertical Alignment)
______ ______ ______ A. ► Maximum grades for streets comply. See
Table 7-3.
______ ______ ______ B. ► Maximum grades of cul-de-sacs are 3.0%.
______ ______ ______ C. Continuance of grade and ground lines for all
Local and Collector Streets that dead end
(excluding cul-de-sacs) shown for 500’
beyond the proposed construction.
______ ______ ______ D. Continuance of grade and ground lines for
Arterial Streets shown for 1000’ beyond the
proposed construction.
______ ______ ______ E. ► Minimum crest and sag curve lengths for
street classifications. See Standard
Drawings 7-17 and 7-18. Lengths meet or
exceed these minimums.
______ ______ ______ F. Crest curves: street centerline, curb and
gutter designed with vertical curves. See
Table 7-3.
Applicant Staff
Validation Check
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Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-8
Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ G. Sag curves: street centerline designed with a
vertical curve. See Standard Drawing 7-18
for minimum curve lengths.
______ ______ ______ H. For grade changes 1.0%: gutter flowline are
not designed with vertical curves.
______ ______ ______ I. For grade changes 1.0%: both street
centerline and curb and gutter are designed
with vertical curves. See Standard Drawing
7-18.
______ ______ ______ J. ► Single point grade breaks do not exceed
0.40%.
______ ______ ______ K. ► Series of grade breaks meet the vertical
alignment criteria for the design speed of the
roadways.
______ ______ ______ L. ► Minimum centerline(*preliminary)/flowline
(final compliance) grade for streets is 0.50%.
______ ______ ______ M. Minimum flowline grade for cul-de-sacs is
1.0%.
______ ______ ______ N. Minimum desirable grade around curb
returns is 1.0%. Minimum allowable grade
around curb returns is 0.50%.
______ ______ ______ O. Curb return profiles (except medians) are
provided.
______ ______ ______ P. ► Centerline profiles through intersections
provided.
______ ______ ______ Q. Flowline profiles provided on both sides of
Residential Local, Connector Local, and
Collector Streets.
______ ______ ______ R. Both flowlines and centerline profiles
provided for Arterial Streets.
______ ______ ______ S. ► Proposed (solid line type) and existing
(dashed line type) ground lines provided and
labeled.
______ ______ ______ T. ► All proposed and existing vertical curves and
grade breaks are dimensioned (Preliminary)/
stationed and labeled clearly (Final
compliance).
VI. Cross Slopes
______ ______ ______ A. Minimum cross slope of new streets is 2.0%.
______ ______ ______ B. Minimum cross slope of any reconstruction
or overlay is 1.5%.
______ ______ ______ C. Maximum allowable cross slope on all new
streets is 3.0%.
Applicant Staff
Validation Check
N/A Included
Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-9
Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ D. Maximum allowable cross slope on any
reconstruction or overlay of existing
roadways is 4.0%.
______ ______ ______ E. Street modifications (widening, turn-lane,
etc): the widened portion is within the stated
limits and is not less than the existing cross
slope.
______ ______ ______ F. When tying to existing cross slopes: Curb
and gutter or centerline shall be designed
such that the when the existing pavement is
overlaid it results in a straight line cross
slope grade that meets standards.
______ ______ ______ G. Cul-de-sacs: See Standard Drawing 7-19.
VII. Design Speed
______ ______ ______ A. ► Roadways are designed according to their
proper design speed. See Table 7-3.
VIII. Curb Return Radii
______ ______ ______ A. Curb return radii used in accordance with
Table 8-2.
______ ______ ______ B. Minimum desirable flowline grade around
curb returns is 1%.
______ ______ ______ C. Minimum allowable flowline grade around
curb returns is 0.50%.
IX. Medians
______ ______ ______ A. Provided as stated on Standard Drawings
7-1F thru 7-13F.
______ ______ ______ B. ► Width of medians are no less than 4’ wide.
______ ______ ______ C. ► Turn Lane and Access: Left-turn lanes
(where warranted) designed using criteria
contained in Standard Drawings 8-2 and
Figures 8-2& 8-3.
______ ______ ______ D. ► Landscaped medians include drainage
facilities to handle sprinkler runoff and
nuisance flows. Refer to Appendix C.
______ ______ ______ E. ► Median(s) are designed with keyed curb or
curb with outfall gutters (if gutters are not
needed to handle drainage), or medians are
designed with curb with inflow gutters (if
gutters are needed to handle drainage).
______ ______ ______ F. ► Nose of median(s) located such that vehicle
turning movements comply with vehicle
tracking templates. See Standard Drawing
7-23.
______ ______ ______ G. ► Transition points of medians do not have
“angle points”. A 100’ minimum radius with
Applicant Staff
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Adopted by Larimer County, City of Loveland, City of Fort Collins
minimum arc length of 50’ is used at
transition locations.
______ ______ ______ H. ► Permanent structures within medians are a
minimum of 5’ from the closest travel lane.
______ ______ ______ I. ► Pedestrian refuge areas are provided in the
noses of medians. See Chapter 16,
Pedestrian Facilities Design and
Technical Criteria.
X. Cul-de-sacs
______ ______ ______ A. ► Provided only on Local Streets (except on
Narrow Residential Local Streets). See
Standard Drawings 7-19 & 7-24.
______ ______ ______ B. ► Maximum length of 660’ (1320’ max.) if fire
sprinkler systems are installed in structures.
______ ______ ______ C. ► Minimum radii used. See Standard
Drawing 7-24.
XI. Eyebrows
______ ______ ______ A. ► Provided only on Local Streets. See
Standard Drawing 7-25.
______ ______ ______ B. ► Spaced in conformance with the
requirements in Chapter 9, Access
Requirements and Criteria.
______ ______ ______ C. ► Minimum length of eyebrow(s) is 25’ and
maximum length is 100’.
XII. Dead-end Streets
______ ______ ______ A. ► Temporary dead-end streets provided only
on streets that do not have direct access
from adjoining property.
______ ______ ______ B. ► Temporary turnarounds with a minimum
radius of 40’ provided for permitted dead-end
streets. See Standard Drawing 7-28.
______ ______ ______ C. Temporary access easements dedicated on
the Plat.
XIII. Driveways
______ ______ ______ A. Where curb cuts are provided, concentrated
runoff from adjoining properties does not
discharge across the sidewalk.
______ ______ ______ B. ► Spacing of curb cuts conform to spacing
requirements. See Standard Drawing 9-1
and Table 7-3.
______ ______ ______ C. Drive approaches slope toward the street.
Applicant Staff
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Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ D. ► Driveways intersect streets at 90° ±10° for a
minimum of 25’ measured perpendicular to
the street from the curb edge or EOA.
______ ______ ______ E. ► All access/driveway approaches are paved
with Portland cement from the street to the
ROW.
1. Residential Approaches
______ ______ ______ a. ► Minimum width of driveway(s)
is 12’ and the maximum width
is 24’. See Standard Drawing
7-29.
______ ______ ______ b. ► Sidewalks are continuous
through driveways. See
Standard Drawing 16-1.
______ ______ ______ c. When pedestrian accessible
driveways are required in lieu
of mid-block access ramps, the
slope of the driveway is 1:12
and spaced at 300’ intervals on
both sides of the street.
2. High Volume Driveway
______ ______ ______ a►*. Commercial driveways
accessing Arterial or Collector
Streets conform with Standard
Drawing 7-30.
______ ______ ______ b►*. Maximum width is 36’. If wider,
a median separates the
inbound and outbound traffic.
______ ______ ______ 3. ► Multi-Family Dwelling Unit
Driveways
Minimum width of driveway(s) is 24’.
Minimum of 28’ for driveways serving
12 units or more with maximum width
of 36’.
XIV. Grading In The ROW
______ ______ ______ A. Maximum slope for all areas within the ROW
is 4:1.
______ ______ ______ B. Maximum slope outside of the ROW
affecting public improvements is 4:1.
______ ______ ______ C. Retaining walls provided where slopes
exceed 4:1. Retaining walls designed in
accordance with Chapter 11, Structures.
______ ______ ______ D. Minimum slopes in non-roadway areas is
2.0%
Applicant Staff
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Adopted by Larimer County, City of Loveland, City of Fort Collins
XV. Sub-drains
______ ______ ______ A. Engineered sub-drain systems meet criteria
setforth in Section 7.7.3.
______ ______ ______ B. Hydrologic study submitted.
XVI. Cross-pans
______ ______ ______ A. Cross-pans adjacent to Local Streets are a
minimum of 6’ wide and ⅞” deep.
______ ______ ______ B. Cross-pans adjacent to Collector Streets are
a minimum of 8’ wide and 1⅛” deep.
______ ______ ______ C. Cross-pans adjacent to Arterial Streets are a
minimum of 10’ wide and 1½” deep.
______ ______ ______ D. Mid-block cross-pans are a minimum of 12’
in width and 1¾” in depth.
______ ______ ______ E. Minimum grade of cross-pans are 0.50%.
______ ______ ______ F. Pavement transitions approaching cross-
pans designed using the design speeds in
Table 7-3 and meet the requirements in
Standard Drawing 7-33.
______ ______ ______ G. Spot elevations provided as shown on
Standard Drawing 7-32A.
XVII. Inlets
______ ______ ______ A. ► Inlets are not located within the curb returns.
XVIII. Bus Bays
______ ______ ______ A. ► Bus bays are 11’ wide.
______ ______ ______ B. ► Bus bays are constructed with concrete in
accordance with Chapter 22, Construction
Specifications.
______ ______ ______ C. ► Approach Leg Minimum Criteria: Bays are at
least 50’ long with 60’ to 80’ of transitions
distance. Curves have a radius of 100’ and
separated by a 10’ tangent distance. See
Standard Drawing 7-35 dimensions.
______ ______ ______ D. ► Departure Leg Minimum Criteria: Bays have
a 50’ long loading area and 40’ to 60’ of
transition distance. 25’ to 50’ radius curve
used at the initial exit, followed by a short
tangent and a 50’ to 100’ radius curve on
entry to street. See Standard Drawing 7-35
dimensions.
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Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ E. ► Mid-Block Bays: See Standard Drawing 7-
35 dimensions.
______ ______ ______ F. ► Pullout(s) designed 50’ from an intersection
curb return.
XIX. Intersections
______ ______ ______ A. ► Travel lanes are aligned through
intersection(s) (a 2’ shift is allowed in
hardship cases only).
______ ______ ______ B. ► Intersections cross at 90 ±10°.
______ ______ ______ C. ► Horizontal alignment of streets thru
intersections are designed in accordance
with Table 7-3.
______ ______ ______ D. ► Exclusive left-turn lanes provided where
required. See Section 8.2.5, Exclusive Left
Turn Lanes.
______ ______ ______ E. ► Exclusive right-turn lanes provided where
required. See Section 8.2.6, Exclusive
Right Turn Lanes.
______ ______ ______ F. ► Adequate turning radii used for each type of
intersection. See Section 8.2.8, Turning
Radius.
______ ______ ______ G. ► ROW is dedicated as shown on Standard
Drawing 8-7.
______ ______ ______ H. ► Additional ROW dedicated for right and left
turn lanes.
______ ______ ______ I. ► Sight distances comply with Standard
Drawing 7-16.
______ ______ ______ J. ► Street grades approaching intersections
shall be between 0.50% (min.) and 4.0%
(max) for a distance equal to the tangent
length of the street classification. See Table
7-3)
______ ______ ______ K. ► Profile grades within the intersection do not
exceed 3%
XX. General Requirements
______ ______ ______ A. Phased improvements shown clearly.
______ ______ ______ B. Phases within the project limits stand alone
and do not leave necessary improvements to
future projects.
______ ______ ______ C. ► Design of State streets meet the
requirements presented in the State
Highway Access Code Manual.
______ ______ ______ D. ► North arrows and the appropriate bar/graphic
scale(s) are provided.
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Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ E. ► Existing features adjacent to this
development are shown in a ghosted or
alternate line weight.
______ ______ ______ F. The City’s signature block is provided in the
lower right corner of each sheet contained
within the utility plan set. Each signature
block measures 3½” high by 4½” wide.
______ ______ ______ G. ► Ditch company approval block is provided.
______ ______ ______ H. ► Water and Sanitary District approval block is
provided.
______ ______ ______ I. County approval block is provided.
______ ______ ______ J. CDOT approval block is provided.
______ ______ ______ K. ► Title block is provided on each sheet of the
utility plan set and includes the project name,
sheet name, engineer’s name, address,
telephone number and fax number, sheet
numbering, and revision block.
______ ______ ______ L. ► The utility plans correlate with the Site and
Landscape Plans
______ ______ ______ M. Spot elevations at all intersections provided
as shown on Standard Drawings 7-32A
and 7-32B.
______ ______ ______ N. ► Proposed construction within the Property
boundary drawn with solid lines and existing
features shown with hidden or dashed lines.
______ ______ ______ O. Stations and elevations provided at all PC’s,
driveway intersections and roadway
intersections in both plan and profile views.
______ ______ ______ P. Flowline curve table provided on each plan
and profile sheet that includes radius, angle,
arc length, and tangent length.
______ ______ ______ Q. Centerline stationing is used except at cul-
de-sacs, where flowline stationing is used
(Station equations provided.).
______ ______ ______ R. ► Street names provided on all sheets.
______ ______ ______ T. ► All easements shown in the plan views.
______ ______ ______ U. ► Match-lines provided in both plan and profile.
Page number, station and elevation
included.
V. The scale of all sheets are as follows:
______ ______ ______ 1. ► Horizontal - 1” = 20’, 30’, 40’, or 50’
______ ______ ______ 2. ► Vertical - 1” = 5’ or 10’
Applicant Staff
Validation Check
N/A Included
Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-15
Adopted by Larimer County, City of Loveland, City of Fort Collins
______ ______ ______ 3. ► Overall Plan - 1” = 100’
______ ______ ______ W. ► All private improvements, including but not
limited to, roadways, driveways, utilities, etc.
are clearly shown and labeled as such.
______ ______ ______ X. ► A legend is provided on each sheet
identifying the symbols used on that
particular sheet.
______ ______ ______ Y. ► Key map is provided on the plan and profile
sheets (for utility plans having 3 or more plan
and profile sheets).
XXI. ► Street Cross Sections (Preliminary = typical for each
street)
______ ______ ______ A. Cross sections for Arterial Streets and
Collector Streets are provided at 50’
intervals. Cross also required where special
conditions warrant the need (i.e. widening of
an existing street). The interval may be
adjusted where site topography is unique.
1. Information Provided on each
Cross Section
______ ______ ______ a. ► Curb & gutter, existing(f) and
proposed(*)
______ ______ ______ b. ► Roadway surface, existing and
proposed
______ ______ ______ c. ► Sidewalk, existing and
proposed
______ ______ ______ d. ► Cross slopes, existing(f) and
proposed(*)
______ ______ ______ e. ► ROW, existing and proposed
______ ______ ______ f. Side slopes, existing and
proposed, 15’ beyond the
proposed ROW
______ ______ ______ g. Stations
______ ______ ______ h. Proposed flowline and
centerline elevations
______ ______ ______ i. Utility crossings
______ ______ ______ j. ► Dimensions
______ ______ ______ k. Areas of overlay, milling,
pavement removal and/or
reconstruction
Applicant Staff
Validation Check
N/A Included
Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page E-4-FC-16
Adopted by Larimer County, City of Loveland, City of Fort Collins
XXII. Plat
______ ______ ______ A. ► Maintenance Guarantee, Repair Guarantee,
Notice of Other Documents notes.
______ ______ ______ B. ► Planning & Zoning Board/Hearing Officer
certification statement (to be signed at final
compliance).
______ ______ ______ C. ► Surveyor certification statement (to be
signed at final compliance)
______ ______ ______ D. ► Statement(s) of land ownership
______ ______ ______ E. ► Statement(s) of ownership and/or
maintenance of all tracts.
______ ______ ______ F. ► Statement(s) of the dedication of any
easements, ROW, tracts, and other public
areas.
______ ______ ______ G. ► Vicinity Map: Project location, nearest 2
Arterial Streets, street names, City limits,
major public facilities.
______ ______ ______ H. Curve data complete for all curves.
______ ______ ______ I. ► 2 ties to aliquot corners.
______ ______ ______ J. ► All existing and proposed easements and
ROW clearly defined.
______ ______ ______ K. ► Adjoining properties labeled.
______ ______ ______ L. ► Scale, graphic scale, north arrow, date of
preparation, complete title w/ location.
______ ______ ______ M. ► Boundary legal description closes.
______ ______ ______ N. ► Lot lines.
______ ______ ______ O. ► Designation of areas subject to flooding,
including floodplain, floodway, and product
corridors. (Elevation Datum must be
referenced to City of Fort Collins datum.)