HomeMy WebLinkAboutOLD TOWN NORTH, 3RD FILING - FDP - FDP170003 - CORRESPONDENCE - UTILITY PLANS1
Last edited : 3/23/07 Appendix E-4
Appendix E-4
City of Fort Collins
Requirements for Utility Plans
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.
Old Town North Third Filing
Ripley Associates
Shear Engineering Corporation
Greeley Associates LLC
Applicant Staff
Validation Check
N/A Included
Last edited : 3/23/07 2 Appendix E-4
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, CDOT
General Construction 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 Figures 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.)
______ ______ ______ 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.
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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.
______ ______ ______ 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.
______ ______ ______ 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.
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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.
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.
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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.
______ ______ ______ 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.
______ ______ ______ 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 centerline arcs for curves with deflection angles
10° or less. See Table 7-5.
______ ______ ______ J. Horizontal curves do not begin at the top of a crest curve
or the bottom of a sag curve.
______ ______ ______ K. ► Tapers and transitions: Refer to Chapter 8
______ ______ ______ L. ► Sight distance triangles and easements: Shown on all plan
& profile sheets. Sight distance easements dedicated on
the Plat.
______ ______ ______ M. ► Minimum Local Street widths provided per Table 7-1 and
are consistent with the TIS.
______ ______ ______ N. ► Access ramps and crosswalks provided. Crosswalk
lengths are a maximum of 56’ in length. See Chapter 16,
Pedestrian Facilities Design and Technical Criteria.
______ ______ ______ O. ► Minimum of one mid-block access ramps provided 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
______ ______ ______ 2. Fence lines and gates
______ ______ ______ 3. ► Water lines and appurtenances
______ ______ ______ 4. ► Ditches and swales
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______ ______ ______ 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 profile 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 profile and ground lines for Arterial Streets
shown for 1000’ beyond the proposed construction.
______ ______ ______ E. ► Minimum crest and sag curve lengths for street
classifications. See Figures 7-17 and 7-18. Lengths
must meet or exceed these minimums.
______ ______ ______ F. Crest curves: street centerline, curb and gutter designed
with vertical curves. See Table 7-3.
______ ______ ______ G. Sag curves: street centerline and flowline designed with a
vertical curve (see exception below). See Figure 7-18
and Table 7-3.
______ ______ ______ H. Sag Curves: For grade changes <1.0%: gutter flowlines at
low points are not designed with vertical curves, but must
meet the minimum .5% grade into the inlet.
______ ______ ______ I. Sag Curves: For grade changes >1.0%: both street
centerline and curb and gutter are designed with vertical
curves, but a minimum flowine grade of .5% must still be
maintained.
______ ______ ______ J. ► Single point grade breaks do not exceed 0.40%, except at
inlets where min .5% grade into the inlet is required.
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______ ______ ______ K. ► Series of grade breaks meet the vertical alignment criteria
for the design speed of the roadways.
______ ______ ______ L. ► Minimum centerline and flowline 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 all streets (Final
compliance).
______ ______ ______ R. ► Centerline profiles provided for all streets (Preliminary).
______ ______ ______ 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%.
______ ______ ______ 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 Figure 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%.
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IX. Medians
______ ______ ______ A. Provided as stated on Figures 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 Figures 8-2, 8-3 & 8-11.
______ ______ ______ 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.
______ ______ ______ G. ► Transition points of medians do not have “angle points”. A
100’ minimum radius with 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.
______ ______ ______ J. Profiles shall be provided for all areas of inflow curb and
gutter. Profiles or adequate spot elevations, dimensions
and any other information necessary for review and
construction shall be provided for all medians.
X. Cul-de-sacs
______ ______ ______ A. ► Provided only on Local Streets. See Figures 7-19 & 7-21.
______ ______ ______ B. ► Maximum length of 660’ (1320’ max.) if fire sprinkler
systems are installed in structures.
______ ______ ______ C. ► Minimum radii used. See Figure 7-19.
XI. Eyebrows
______ ______ ______ A. ► Provided only on Local Streets. See Figure 7-23.
______ ______ ______ B. ► Spaced in conformance with the requirements in Chapter 9,
Access Requirements and Criteria.
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 50’
provided for permitted dead-end streets. See Figure 7-26.
______ ______ ______ C. Temporary access easements dedicated on the Plat.
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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 Figure 9-1 and Table 7-3
______ ______ ______ C. Drive approaches slope toward the street.
______ ______ ______ 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. SF Residential Approaches
______ ______ ______ a. ► Minimum width of driveway(s) is 12’ and the
maximum width is 24’. See Standard
Drawings 706 and 707.
______ ______ ______ b. ► Sidewalks are continuous through driveways.
See Standard Drawing 1601.
______ ______ ______ 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. ►* Driveways accessing Arterial Streets or meeting
criteria in Section 9.3.2.A shall conform with
Standard Drawing 707.
______ ______ ______ 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%
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XV. Sub-drains
______ ______ ______ A. Engineered sub-drain systems meet criteria set forth in
Section 7.7.3
______ ______ ______ B. Hydrologic study submitted if criteria in Section 5.6.1. A. is
met or sub-drains are needed for basements.
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 of Figure 7-27 and Standard Drawing 710.
______ ______ ______ G. Spot elevations provided as shown on Figure 7-27.
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. ► Bus bays shall be designed in accordance with Section 7.9
and Standard Drawing 711.
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 Figure 8-12.
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______ ______ ______ H. ► Additional ROW dedicated for right and left turn lanes.
______ ______ ______ I. ► Sight distances comply with Figure 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.
______ ______ ______ 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
Figures 7-27 and 7-28.
______ ______ ______ 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.
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______ ______ ______ Q. Centerline stationing is the standard and shall be used
except at cul-de-sacs, where flowline stationing is used
(Station equations provided.), unless approval to use
flowline stationing is given.
______ ______ ______ 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’
______ ______ ______ 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.
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Applicant Staff
Validation Check
N/A Included
Last edited : 3/23/07 13 Appendix E-4
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.)
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