HomeMy WebLinkAboutNEW BELGIUM BREWERY, 4TH FILING, PACKAGING HALL - FDP - 1-95G - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSApplicant Staff
Validation Check
N/A Included
XXIII. 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. No, 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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Applicant Staff
Validation Check
N/A Included
XW. ► 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
X
g. Stations
Xh.
Proposed flowline and
centerline elevations
X i. Utility crossings
_ j. ► Dimensions
>( k. Areas of overlay, milling,
T� pavement removal and/or
reconstruction
15
Applicant
Staff
Validation
Check
N/A
Inch
E. ►
Existing features adjacent to this
development are shown in a ghosted or
alternate line weight.
A—
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 3Y2" high by 4'/z' 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.
J_
T. ►
All easements shown in the plan views.
A_
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'
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Applicant Staff
Validation Check
N/A Included
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 900 ±100.
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
4— 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.
13
Applicant
Validation
N/A Included
Staff
Check
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 %" deep.
B. Cross -pans adjacent to Collector Streets are
a minimum of 8' wide and 1'/e" deep.
C. Cross -pans adjacent to Arterial Streets are a
minimum of 10' wide and 1'/z" deep.
D. Mid -block cross -pans are a minimum of 12'
in width and 1%" 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.
XVIL 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.
E. ► Mid -Block Bays: See Standard Drawing 7-
35 dimensions.
12
Applicant
Validation
Included
Staff
Check
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%
11
Applicant Staff
Validation Check
iA Included
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'.
all. 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.
Xlll. 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.
T D. ► Driveways intersect streets at 900 ±100 for a
minimum of 25' measured perpendicular to
the street from the curb edge or EOA.
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Applicant Staff
Validation Check
N/A Included
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.
NIL Design Speed
A. ► Roadways are designed according to their
proper design speed. See Table 7-3.
Vlll. 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
7-1 F 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
minimum arc length of 50' is used at
transition locations.
9
Applicant
Staff
Validation
Check
N/A
Included
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. No.
Minimum centedine(`preliminary)/flowline
✓r%0 Moc� Z
(final compliance) grade for streets is 0.50%•
M.
Minimum flowline grade for cul-de-sacs is
t/Sod -
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%allowable
C.
M
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%.
8
Applicant
Staff
Validation
Check
N/A
Included
4. ► Ditches and swales
4—
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. ► CAN 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.
41—
F.
Crest curves: street centerline, curb and
gutter designed with vertical curves. See
Table 7-3.
G.
Sag curves: street centerline designed with a
vertical curve. See Standard Drawing 7-18
for minimum curve lengths.
N
Applicant
Staff
Validation
Check
N/A
Included
D. ►
Angle of departure of streets at intersections
/
do not exceed 100 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 !A.5
(Larger radius divided by the smaller radius).
I. ►
Minimum deflection angles for centerline
arcs on curves used. See Table 7-5.
XJ.
►
Curves with deflection angles of 5 50 have
an arc length (1-cmn) equal to 15 times the
design speed. Length is increased 100' for
every 1 ° reduction below 5°.
A,_
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
2. Fence lines and gates
3. ► Water lines and appurtenances
6
Applicant
Validation
N/A Included
WIN
—A—
X
X
X
Staff
Check
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.
C. ►
Crossing streets intersect at 900 (minor
street can vary f100).
5
Applicant Staff
Validation Check
N/A Included
_X_
J. ► If the project proposes any construction in a
floodplain, please pick up the separate
"Preliminary F000dplain Submittal
Requirements" available at the Stormwater
utility.
111. 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
ma aw�q 7 a 1.►
.:. 2.►
3. ►
4.
5.►
6.►
7
91
Mains with sizes
Fire hydrant locations
Valves
Meter pits and curb stops
Manhole locations
Show service locations at
preliminary, except for single family
uses.
Waterline lowerings
Dimensioning of manholes and
cleanouts from the centerline of the
roadways.
4
Applicant
Staff
Validation
Check
N/A
Included
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.
H. 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.
1. ►
Revegetation methods and specific notes
are provided.
3
Applicant Staff
Validation Check
N/A Included
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:
1 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 / 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 7-117
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.
2
Appendix E-4
City of Fort Collins
Requirements for Utility Plans
PROJECT NAME: NELJ BEL610" $QetJe(L�
PROJECT PLANNER: ,1
DESIGN ENGINEERING FIRM: vO�r'1 �jT� ,t, �S►� �l
DEVELOPER: /` dG j Rpm 0n-% 8 c et--)eCrn
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 SETFORTH 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 public hearing.
All items without ari asterisk well bd required during final compliance.
Last edited :3/8/06