HomeMy WebLinkAboutCHRISTIAN BROTHERS AUTOMOTIVE (CBA) REPAIR STORE - PDP - PDP150017 - CORRESPONDENCE - UTILITY PLANSApplicant Staff
Validation Check
N/A Included
XXIL Plat
X
A.
►
Maintenance Guarantee, Repair Guarantee, Notice of
Other Documents notes.
X
B.
►
Planning & Zoning Board/Hearing Officer certification
statement (to be signed at final compliance).
X
C.
►
Surveyor certification statement (to be signed at final
compliance)
X
D.
►
Statement(s) of land ownership
X
E.
►
Statement(s) of ownership and/or maintenance of all
tracts.
X
F.
►
Statement(s) of the dedication of any easements, ROW.
tracts, and other public areas.
X
G.
►
Vicinity Map: Project location, nearest 2 Arterial Streets,
street names, City limits, major public facilities.
X
H.
Curve data complete for ail curves.
X
I.
No,
2 ties to aliquot corners.
X
J.
►
All existing and proposed easements and ROW clearly
defined.
X
K.
►
Adjoining properties labeled.
X
L.
►
Scale, graphic scale, north arrow, date of preparation.
complete title w/ location.
X
M.
►
Boundary legal description closes.
I X
N.
►
Lot lines.
X
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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X 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.
V. The scale of all sheets are as follows:
XXI. ► Street Cross Sections
X 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. Infoffnation Provided on each Cross Section
X f. Side slopes, existing and proposed, 15' beyond
the proposed ROW
X g. Stations
X h. Proposed flowline and centerline elevations
X i. Utility crossings
k. Areas of overlay, milling, pavement removal
and/or reconstruction.
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Applicant Staff
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and left Mines.
I. ► Sight distances comply with Figure 7-16.
a I be between
4.0 the
rnt
length of the s - 3)
X
le grades within the into 3%
XX. General
Requirements
X
A.
Phased improvements shown clearly.
X
B.
Phases within the project limits stand alone and do not
leave necessary improvements to future projects.
X
C. ►
Design of State streets meet the regi iremerits`presented
in the State Highway Access Code Manual.
X
D. ►
North arrows and the appropriate bar/graphic scale(s) a 'a
provided.
X
E. ►
Existing features adjacent to this development are shown
in a ghosted or alternate line weight.
X
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 3'/" high by 4'/2' wide.
X
G. ►
Ditch company approval block is provided.
X
H. No.
VN_ .,$' ,Qjs 8ppcoval block is provides#:
X
I.
County approval block is provided.
X
J.
CDOT approval block is provided.
X
K. No.
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.
X
L. ►
The utility plans correlate with the Site and Landscape
Plans
X
M.
Spot elevations at all intersections provided as shown on
Figures 7-27 and 7-28.
X
N. ►
Proposed construction within the Property boundary draw
wish solid lines and existing features shown with hidden or
dashed lines.
X
O.
Stations and elevations provided at all PC's, driveway
intersections and roadway intersections in both plan and
profile views.
X
P.
Flowline curve table provided on each plan and profile
sheet that includes radius, angle, arc length, and tangent
length.
Last edited: 323/07 11 Appendix E-4
Applicant staff
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X
X
X
X
X
X
X
X
X
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'/," deep.
B. Cross -pans adjacent to Collector Streets area minimum of
8' wide and 1%" deep.
C. Cross -pans adjacent to Arterial Streets are a minimum of
10' wide and 1'/2" deep.
D. Mid -block cross -pans are a minimum of 12' in width and
1'/4" 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
XVIII. Bus Bays
X
X nst
Wh Chapter 22, Constru cations
X C. s bays shall be designed in acco wi�
Standard Drawing 711,
XIX. Vntersections
X A. ► d through intersection(s) (a 2' shift
is a6d Rn is ship cases only).
_ X B. ► Intersections cross at 900 ±10".
ontal alignment of streets thru intersections are
MJkwWJpA=rdance with Tabie�-3.
lanes - where ,AMuired.
lu ne4
type of ii-
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XIII. Driveways
X A. Where curb cuts are provided, concentrated runoff from
adjoining properties does not discharge across the
sidewalk.
X B. ► Spacing of curb cuts conform to spacing requiremleris-,
See Figure 9-1 and Table 7-3
X C. Drive approaches slope toward the street.
X D. ► Driveways intersect streets at 900 t10° for a minimum dl
25' measured perpendicular to the street from the cutb
edge or EOA.
X E. ► All access/driveway approaches are paved with Portland
cement from the street to the ROW.
1. SF Residential Approaches
X
a. ► Minimum width of driveway(s) is 12' and the
maximum width is 24'. See Standard_
Drawings 706 and 707.
X
b. ► Sidewalks are continuous through driveways.
See Standard Drawing 1601.
X
C. When pedestrian accessible driveways are
required in lieu of mid -block access ramps, the
slope of the driveway is s 1:12 and spaced at
300' intervals on both sides of the street.
2. High Volume Driveway
X
a. ►' Driveways accessing Arterial Streets or meeting
criteria in Section 9.3.2 A shall conform with
Standard Drawing 707.
X
b. ►'Maximum width is 36'. If wider, a median
separates the inbound and outbound traffic.
X
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
X A. Maximum slope for all areas within the ROW is 4:1.
X B. Maximum slope outside of the ROW affecting public
improvements is 4:1.
X C. Retaining walls provided where slopes exceed 41.
Retaining walls designed in accordance with Chapter 11,
Structures.
X D. Minimum slopes in non -roadway areas is 2.0%
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IX. Medians
A. Provided as stated on Figures 7-1 F thru 7-13F
no less than 4' wide.
anted) rr
8-11.
X ndle
nd an rruisa rto
X isn{s) are designed wiY�i keyed curb or curb with
Wall gutters (if gutters are not needed to handle
L_
inage), or medians are designed with curb with inflow
rs (if gutters are needed to handle drainage)
X . _ med' chicle turning
tes
X A H. ► Perma
from the
reefte areas
See Chapter 16, Pe
X 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
XI. Eyebrows
XII. Dead-end Streets
X C. Temporary access easements dedicated on the Plat.
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X K. ► Series of grade breaks meet the vertical alignment criteria
for the design speed of the roadways.
X L. ► Minimum centerline and flowline grade for streets is
0,50%.
X M. Minimum flowline grade for cul-de-sacs is 1.0W
X N. Minimum desirable grade around curb returns is 1.0%.
Minimum allowable grade around curb returns is 0.50%.
X O. Curb return profiles (except medians) are provided.
X P. 1 Centerline P _ _
0
X
Q. Flowline profiles provided on both sides of all streets (Final
compliance).
X R. ► Centerline profiles provided for all streets (Preliminary).
X S. No, Proposed (solid line type) and existing (dashed line t
ground lines provided and labeled.
X T. ► All proposed and existing vertical curves and grade breaks
are dimensioned (Preliminary)/ stationed and labeled
clearly (Final compliance).
VI. Cross Slopes
X
A.
Minimum cross slope of new streets is 2.0%.
X
B.
Minimum cross slope of any reconstruction or overlay is
1.5%.
X
C.
Maximum allowable cross slope on all new streets is
3.0%.
X
D.
Maximum allowable cross slope on any reconstruction or
overlay of existing roadways is 4.0%.
X
E.
Street modifications (widening, turn -lane, etc): the
widened portion is within the stated limits and is not less
than the existing cross slope.
X
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. No.
Roadways are designed aocording to their proper design
speed. See Table 7-3.
Vill. Curb
Return Radii
X
A.
Curb return radii used in accordance with Table 8-2.
X
B.
Minimum desirable flowline grade around curb returns is 1%.
X
C.
Minimum allowable flowline grade around curb returns is
0.50%.
Last eurted : 3/23/07 7 Appendix E-4
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E1
13. Signs
X S. Station, critical elevation, and dimension of all existing and
proposed utility and/or drainage structures provided.
X T. Intersections show construction and lane details for new
and existing facilities for a minimum of 150' beyond the
limits of construction.
Street Plan and Profile Sheets (Vertical Alignment)
X 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.
X D. Continuance of profile and ground lines for Arterial Streets
shown for 1000' beyond the proposed construction.
curve lengths for strE
orts. 'See ' ores 7-17 7-18.iuength
t meet or exceed these minimum,
F. Crest curves: street centerline, curb and gutter designed
with vertical curves. See Table 7-3.
X G. Sag curves: street centerline and flowline designed with a
vertical curve (see exception below). See Figure 7-18
and Table 7-3.
X 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.
X 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.
Last edited. 3123107 6 Appendix E-4
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IV. Street Plan and Profile Sheets (Horizontal Alignment)
X A. ► Largest possible curve radii used on Arterial and Major
Arterial roadways. Minimum curve radii used only where
necessary. See Table 7-3.
X B. ► Minimum tangent lengths at intersections. See Table 7-3.
X C. ► Crossing streets intersect at 900 (minor street can vary
±1 W ),
X D. ► Angle of departure of streets at intersections do not
exceed 100 for the length of the required tangent.
X E. ► Minimum tangent between reverse curves provided. See
Table 7-3.
X F. ► Broken -back curves are separated byth equal_ms
times the tangent length. See Table 7
X G. ► Compound curves: ratio valu& of AMEN& _OM
divided by the smaller Milo
X Minimum centerline ar
1.00 or less. See table
X
J.
Horizontal curves do not begin at the top of a crest curve
or the bottom of a sag curve.
X
K. ►
Tapers and tra'Jns: Refer to Cl�
X
L. ►
Sig, les and ease Sh all plan
& p fight distance ea ments' on
the Plat.
X
M. ►
Minimum Local Street widths provided per TableWand
are consistent with the TIS.
X
N. ►
Access ramps and crosswalks provided. Crosswalk
lengths are a maximum of 56' in length. See Chapter 16,
Pedestrian Facilities Design and Technical CritegL
.r. X
O. ►
hMmum of one mifgJock aylillss ramps providM all
11olltersections.
.�. X
P. ►
, u�
X —
Q.ng
and perty and/or
ments a cvided, dim.
d clearly!
R.
Existing utilities and structures (shown as phantom line)
included:
X
X
2. Fence lines and gates
X
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C. Water Facilities
X 4. Meter pits and curb stops
X 7. Waterline lowerings
J
8. Dimensioning of manholes and cleanouts from the
centerline of the roadways.
D. Sanitary Sewer Facilities
and numbering
X 3. Length of segments between manholes
P
4. Type of pipe
X 5. Slopes
f7
6. Clean -outs
E. Storm Sewer Facilities
Mom
X 5. ► Type of pipe
X 6. ► Sizes
X 7. ► Slopes
X 8. ► Length of segments between manholes
9. Subdrains (where applicable)
X 10. ► Manhole numbering
Last edited: 3123107 4 Appendix E-4
Applicant Staff
Validation Check
NIA Included
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
— _X —
X
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. No Access ramps
4. ► Curb and gutter
5. ► Sidewalks
6. ► Driveway locations
7. ► Medians, including flowline and lip of guthir
8. General location of signs(speed, stop, monument, etc.)
X 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.
Last edited: 3123107 3 Appendix E-4
Applicant Staff
Val,datio❑ Cteck
N,A Inc -ded
I. Cover Sheet
X
A. ►
Preamble title of "Utility Plans For..."
X
B. ►
Legal description below the project name
X
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
X
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
X
F.
General Construction Notes, and if applicable, CDOT
General Construction Notes (see attached Appendix E-2)
placed on left side of sheet
X
G. ►
Project Bench Marks referencing the City of Fart Collins!
datum
X
H.
Reference to the updated or current soils investigation
report
X
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.
X
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 1 am fully
responsible for the accuracy of all design, revisions, and
record conditions that I have noted on these plans.
)C 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.)
X 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.
Last edited: 3/23/07 2 Appendix E-4
Appendix E-4
City of Fort Collins
Requirements for Utility Plans
Project Name: Christian Brothers Automotive - Fort Collins
Project Planner:
Design Engineering Firm: DAC Engineering, Inc.
Developer: Christian Brothers Automotive
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.
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.
PLEASE NOTE: All items with an arrow (►) are items required prior to g. All
items without an arrow will be required during final compliance.
Last edited: 3123107 Appendix E-a