HomeMy WebLinkAboutWELLS FARGO PARKING LOT AND ATMS - FDP200016 - DOCUMENT MARKUPS - ROUND 2 - PLANS (2)1
S
S
S
S
S S
COLLEGE AVENUE
WEST MAGNOLIA STREET
C
OLLEGE AVENUE
EXISTING COMMERCIAL BUILDING
2 STORY WITH BASEMENT
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
1
1 1
1
2 2
4
4
4
4
5
5
5 5
7 7
8 8
8
8
8
8
8
8
9
10
11
12
12
13
13
14
15 15
15
16
17 17
17
17
15
12
12
6
9
3
A2.7
PLAN DETAIL @ D.U. ATM
1/2" = 1'-0"
5
A2.7
PIPE BOLLARD DETAIL @ D.U. ATM
1/2" = 1'-0"
4
A2.7
SECTION @ D.U. ATM FOOTING
1/2" = 1'-0"
6
A2.7
SECTION @ CLEARANCE BAR FOOTING
1/2" = 1'-0"
ALL EXTERIOR CONCRETE: 4000 PSI @ 28 DAYS
FOOTINGS:
SLABS:
1. ALLOWABLE BEARING PRESSURE 2000PSF
(PRESUMPTIVE LOAD-BEARING VALUES - TABLE 1806.2)
2. SOILS OR STRUCTURAL FILL BELOW FOUNDATIONS SHALL BE COMPACTED TO A MINIMUM
DENSITY EQUIVALENT OF 95% OF THE MODIFIED PROCTOR (ASTM D-1557) MAXIMUM DRY
DENSITY.
3. IF FOOTING OCCURS IN A DISTURBED, UNSTABLE OR UNSUITABLE SOIL, CONTACT ARCH/ENG
IMMEDIATELY.
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF
LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED
WITH EQUIPMENT FURNISHED.
2. ANCHORING OF THE EQUIPMENT AND THE EQUIPMENT SURROUND TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE MANUFACTURER. ANCHORS
SHALL BE STAINLESS STEEL.
2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL
BE SUBMITTED TO ARCHITECT/ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO
USE.
1. ALL CONCRETE SHALL BE DESIGNED PER THE ACI 318-11.
1. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. SPECIFICATION
A615 GRADE 60. ALL MESH REINFORCING SHALL CONFORM TO A.S.T.M. SPECIFICATION A1064.
2. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS
FOLLOWS:
3. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN
CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 531 DURING THE
PLACING OF THE CONCRETE. WELDED WIRE MESH REINF. SHALL BE LOCATED AT THE MIDDLE
TO UPPER THIRD OF THE SLAB AND SUPPORTED BY STANDARD ACCESSORIES AT SPACINGS
NOT EXCEEDING 36 INCHES OR IN ACCORDANCE WITH THE MANUF. SPECIFICATIONS.
GENERAL:
CONCRETE:
REINFORCING STEEL:
FOUNDATION NOTES:
1
A2.7
ATM KIOSK ELEVATION
1/2" = 1'-0"
2
A2.7
ATM KIOSK ELEVATION
1/2" = 1'-0"
CENTERED
3"
DETAIL B
FO
VB
S
(OHP) (OHP)
(OHP)
(OHP)
(OHP)
(FO)
(GAS)
(FO)
(GAS)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(GAS)
(GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS) (GAS) (GAS) (GAS) (GAS)
(FO) (FO)
(FO)
(FO)
(FO)
(FO) (FO)
(FO)
(FO) (FO)
(FO)
(FO)
(FO) (FO)
(FO) (FO)
(FO)
(FO)
(FO)
(FO)
(FO) (FO) (FO)
(FO) (FO) (FO) (FO)
(FO)
(FO)
(FO) (FO)
(GAS) (GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS) (GAS) (GAS) (GAS)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP) (UP)
5
6
4
4
2
6
E E E E E E
E
FO
VB
S
(OHP) (OHP)
(OHP) (OHP)
(OHP)
(FO)
(GAS)
(FO)
(GAS)
(GAS) (GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS)
(GAS)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(GAS) (GAS)
(GAS)
(FO) (FO) (FO) (FO) (FO)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO) (FO) (FO) (FO)
(FO)
(FO) (FO)
(FO)
(FO)
(FO)
(FO) (FO)
(FO) (FO) (FO)
(FO)
(FO) (FO) (FO) (FO) (FO)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS) (GAS) (GAS) (GAS) (GAS)
(UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
PG. 1
I. GENERAL LOCATION AND DESCRIPTION
A. Location
The proposed site is located in the northeast quarter (NE ¼) of Section 11, Township 7
North, Range 69 West of the 6th P.M. in the City of Fort Collins, County of Larimer, State
of Colorado. Specifically, the property is located at the northwest corner of West Magnolia
Street and College Avenue. The property address is 112 West Magnolia Street, Fort
Collins, Colorado, 80524. (Please see the vicinity map located in the Appendix A).
B. Description of Property
The property’s parcel number is 9711424001. The site is located on Lots 1 and 2, Block
113 Fort Collins Subdivision and is currently a 0.44-acre gravel parking lot surrounded by
the clock tower building to the north, Wells Fargo to the south, and office buildings to the
east and west. The site is bound by Magnolia Street to the south, College Avenue to the
east, and an alley to the west. There is an existing access to the site on all three roadways.
The existing accesses on College Avenue and Magnolia Street are to be abandoned and
replaced with curb & gutter. The existing access on Magnolia Street and the adjacent alley
will be replaced with a new access per current LCUASS standards.
The existing property is a gravel parking lot that drains south to the flowline of Magnolia
Street, which drains west to an existing storm inlet. Runoff that enters College Avenue
drains north towards an existing storm inlet. All runoff from the site ultimately outfalls to
the Poudre River. There are generally no offsite flows that drain toward the property.
The entire site is located within the City-regulatory 100-year Old Town Basin Floodplain,
prepared by Anderson Consulting Engineers, July 15, 2003. The northern half of the site is
located in a moderate risk area, and the southern half of the site is located within the city
flood fringe (see City Flood Risk Map in Appendix A).
According to the NRCS soils map survey, the native soils consist of Fort Collins Loam (a
United States Department of Agriculture Type “C” soil). These soils consist chiefly of
soils having a layer that impedes the downward movement of water. These soils have a
slow rate of water transmission.
There are no existing irrigation facilities located within the proposed site area.
The proposed development will consist of the construction of a 22-space parking lot that
will act as employee parking and ATM drive-through for the Wells Fargo directly across
Magnolia Street. The parking lot will be asphalt with permeable pavers in the parking
stalls. The existing alley will be repaved with concrete adjacent to the site.
Attach $50 application fee, plus applicable
review fee, payable to City of Fort Collins.
fcgov.com/gis/maps.php
Floodplain Use Permit
(City of Fort Collins, Section 10-27)
Building Permit #
Parcel #
Section A: Owner and Property Information
Petitioner Name: Owner Name:
Address: Address:
City: State: Zip: City: State: Zip:
Phone: Phone:
Contact Email: Contact Email:
Property address or location:
Section B: Proposed Project Information
Description of project:
Mark all that
apply
Structural: new structure (Building) addition remodel redevelopment
mobile home/building attached garage accessory structure N/A
Non-Structural: return to existing grade change of use excavation fill
Other:
Existing Use: residential non-residential mixed-use vacant ground
ROW/drainage easement other
Proposed Use: residential non-residential mixed-use
ROW/drainage easement other
If non-residential or mixed-use, describe in detail:
Critical facility? yes no
Type of foundation: enclosed area not sub-grade
N/A
slab on grade basement crawl
space (attach pg.3, crawl space worksheet)
other
Remodels, Damaged Structures and Redevelopment Only
Cost of improvement for this project: (submit itemized cost list of improvements) $
Office Use
Only
Value of Structure: (submit County assessor’s or appraiser’s valuation of structure) $
Cumulative value of improvements: $
Substantial improvement? yes no
Section C: Floodplain Information
Office Use Only
Floodplain Designation: Poudre River FEMA Basin City Basin
Floodplain name:
FEMA Zone: A AE AH AO X-500 X
FEMA Base Flood Elevation (BFE): ft NAVD88
City Zone: 100-year
City Base Flood Elevation (BFE):
Regulatory flood elevation (highest BFE+freeboard) ft NAVD88
Floodway yes no (if yes, include technical evaluation that shows “no-rise” per city Code 10-45.)
Erosion Buffer yes no
Updated 6/14 Page 1
ft NAVD88
9711424001
Ramsey Pickard Wells Fargo Bank
4045 St. Cloud 401 South College Avenue
Loveland CO 80538 Fort Collins CO 80525
970-622-2095 970-490-6275
rpickard@coffey-engineering.com -
112 West magnolia Street, Fort Collins CO, 80525
Page 2
The primary technical justification used to support the No Rise Certification is the existing and as-built
survey information. Detailed existing survey data was gathered by King Surveying. A copy of the existing
conditions survey can be found in the attachments. The new curb, gutter, and sidewalk elements to be
constructed within the High Risk Floodplain must be within 0.05’ of the pre-construction conditions. The
dry well storm system and 1’ U-channel connecting the paver system to the flowline of Magnolia Street
will also occur in the floodway. All hardscape within the High Risk Floodway will be placed at or below
existing grade, and will be validated by an as-built survey.
There are two existing driveways along Magnolia Street and one existing driveway along College Avenue
that will be abandoned within the floodway to eliminate vehicular access to the site at these locations. A
new driveway cut, and ADA access ramps will be installed on Magnolia Street to replace the abandoned
accesses.
The City of Fort Collins provided Quality Engineering (the project has been since taken over by Coffey
Engineering & Surveying) with the Old Town Basin HEC-RAS model. Cross-section 2068, located on
within the Magnolia7 River and Mason-College Reach, was modified in the model to determine if a no-
rise condition could be achieved. Cross-section 2068 is located on magnolia Street, approximately 115’
west of the centerline of College Avenue. The original Old Town Basin HEC-RAS model depicts Cross-
section 2068 as having curb & gutter. The model was revised to show Cross-section 2068 as a driveway
access. The 100-year water surface elevation for both the original and revised model was 4992.63’
NGVD29 (49995.8’ NAVD). The Old Town Basin HEC-RAS model shows a no-rise condition for Cross-
Section 2068 when modeled as curb & gutter or a driveway access (see HEC-RAS data tables in the
attachments). The Utility Plans for the Wells Fargo Parking Lot Improvements callout curb & gutter in
the area of the Cross-section 2068. Existing and as-built survey points shall confirm that the elevation
along the curb and gutter is maintained.
The Fort Collins 100-year floodway extends approximately 1.5’ north of the back of walk along West
Magnolia Street. The back of walk elevation along West Magnolia Street, including at the alley entrance
to the west of the site, will remain the same after the development of the site is complete.
The purpose of Chapter 10 of the City of Fort Collins Municipal Code is to promote the public health,
safety and general welfare and to minimize public and private losses due to flood conditions in flood
hazard areas, which is accomplished by the governing methods and provisions contained therein. The
specific sections of Chapter 10 applicable to this particular Floodplain Use Permit are:
Sec. 10-27. Floodplain Use Permit – A floodplain use permit shall be obtained before any construction or
development within the flood fringe and floodway pursuant to Chapter 10. The sitework proposed herein
qualifies as development by Sec. 10-16.
Sec. 10-45. Floodway Evaluations – the proposed sitework within the floodway will result in no increase
in base flood elevations. This document accompanies the requisite No Rise Certification. Existing survey
information has been provided for the sitework area within the floodway. As-built survey information
shall be provided after the sidewalk, driveway, alley, and parking lot improvements have been constructed
to ensure no change in the floodway boundary or increase in base flood elevations.
FO
VB
S
(OHP) (OHP)
(OHP) (OHP)
(OHP)
(FO)
(GAS)
(FO)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS) (GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS) (GAS) (GAS) (GAS) (GAS)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO) (FO) (FO)
(FO) (FO)
(FO) (FO) (FO) (FO)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO)
(FO) (FO) (FO) (FO) (FO) (FO)
(FO)
(FO)
(GAS) (GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS)
(GAS) (GAS)
(GAS) (GAS) (GAS) (GAS)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP) (UP)
(UP)
(UP) (UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP) (UP)
(UP)
(UP) (UP) (UP)
(UP) (UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W W
W
W W W W W W W W W
W W W W
W
W
W
W W W
W
W W
W
W W W
W
W W
EXISTING BUILDING
5
11.5'
20.0' ROW 5.0'
18.81'
6
4
4
2
L1
C1
L2
L5
C2
C3
C4
C5
C6
C9
C10
C11
C12
C14
C15
C16
C17
C13
C19
C18
L3
L4
L6
L7
L8
L9
L10
L11
L12
L13
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
6
E E E
E E E
E
4' SCREEN WALL
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
PROPOSED BIKE RACK
S 89°53'41" E, 190.00'
N 00°06'19" E, 100.00'
N 89°53'41" W, 190.00'
S 00°06'19" W, 100.00'
MAGNOLIA STREET
PROPERTY LINE
EXISTING 5' SW
EXISTING 5' SW
EXISTING FIBER
EXISTING GAS
EXISTING ELECTRIC LINE
EXISTING 8" WATER MAIN
EXISTING LIGHT POLE
EXISTING AVENUE
EXISTING STORM INLET
HEC-RAS CROSS-SECTION
RIVER STATION 2068
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
PROPOSED ATM
LOCATIONS
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
BEARING
N35°42'16"W
N89°59'58"E
N00°00'00"E
S00°00'44"E
N90°00'00"W
N90°00'00"W
N00°00'00"E
S89°59'39"W
N00°00'00"E
N90°00'00"E
N90°00'00"W
S00°00'00"E
S89°59'51"W
DISTANCE
3.96
177.16
12.00
48.00
17.00
36.00
18.50
25.50
36.00
16.45
15.45
44.11
38.75
LINE TABLE
LINE #
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
BEARING
S00°08'42"W
N90°00'00"E
S00°00'00"E
N90°00'00"W
S89°55'58"E
N63°52'47"E
N00°06'17"E
N89°59'39"E
S00°00'00"E
N90°00'00"W
N00°00'00"E
N90°00'00"E
N00°00'00"E
DISTANCE
24.01
17.02
45.00
17.00
14.42
5.10
97.94
17.49
16.01
5.00
5.00
16.99
17.99
LINE TABLE
LINE #
L28
L29
L30
L31
L32
L33
L34
BEARING
S89°58'31"W
S00°00'00"E
N00°00'00"E
S89°26'03"W
N00°18'00"E
N03°48'42"E
N00°08'29"W
DISTANCE
16.49
20.00
20.00
28.98
8.21
1.59
6.17
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C9
C10
C11
C12
C13
C14
C15
LENGTH
4.738
3.142
0.784
7.854
7.854
14.949
23.545
3.147
3.142
4.712
7.877
7.865
22.638
RADIUS
5.000
2.000
0.499
2.500
5.000
10.000
15.000
2.000
2.000
3.000
2.507
5.007
14.884
DELTA
054.2961
090.0000
090.0000
180.0000
090.0000
085.6518
089.9341
090.1448
090.0000
090.0000
180.0047
090.0000
087.1449
CURVE TABLE
CURVE #
C16
C17
C18
C19
LENGTH
7.865
3.153
6.283
6.283
RADIUS
5.007
2.007
2.000
2.000
DELTA
090.0000
090.0000
180.0000
180.0000
CROSS-SECTION EXHIBIT
10'
SCALE: 1" = 10'
0 20'
N
NOTE:
1.) ALL LINE AND CURVE TAGS ARE
MEASURED AS THE FLOWLINE UNLESS
OTHERWISE NOTED
WELLS FARGO PARKING LOT IMPROVEMENTS
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
UTILITY NOTES
SITE TABULATION
ZONING
SITE ACREAGE:
GROSS 0.436 ACRES=18,992 SF
NET 0.436 ACRES=18.992 SF
LAND USE COMMERCIAL/RETAIL -- TYPE 2
SQUARE FOOTAGE:
EXISTING GRAVEL PARKING 18,922 SF -- 100%
PROPOSED PERMEABLE PAVERS 3,391 SF --17.8%
PROPOSED ASPHALT 8,712 SF -- 45.8%
PROPOSED ON-SITE LANDSCAPING 6,869 SF -- 36.4%
OVERALL PERCENT IMPERVIOUS 66%
PARKING SPACES:
OFF STREET 20
ACCESSIBLE 2
TOTAL 22
OPEN SPACE
FEMA FLOODPLAIN N/A
FORT COLLINS FLOODPLAIN:
HIGH RISK CITY FLOOD FRINGE 11,114 SF
MODERATE RISK 7.886 SF
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
FLOODPLAIN NOTES
Parking lot and alley improvements, including paving and streetscape modification
●
●
●
Parking Lot
●
●
●
Old Town
●
n/a
●
4996.0-4995.5
n/a
●
●
(UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP) (UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W W
W W W W
W W W W
W
W W W W W
W W W
W W W
W W W W W W
W
W W
EXISTING BUILDING
MAGNOLIA STREET
5
5
5
5
4
4
1
1
1
1
2
2 2
8
8
3 12
4
4
4
3
4
4
4
12 12
7
7
7
10
10
4 13
13
PARKING SCREENING
PER LANDSCAPING
PLANS
EXISTING SIGN TO
BE RELOCATED
9
14
EXISTING TREE
TO REMAIN
7
2
2
2
5
13
3
3
3
4
3
7
7 7
8
PROPOSED SWALE
3
4997
4996
4996
4995
4995
4995
4995
4996
4995
4995
1.00%
1.88%
0.66%
2.00%
2.54%
4.15%
1.21%
0.50%
7.91%
7.13%
1.63%
2.00%
(0.24%)
(0.34%)
(1.26%)
2.00%
1.00%
1.00%
0.61%
2.27%
2.73%
1.00% 1.06%
(1.21%)
(0.32%)
1.00%
1.00%
1.23%
4.77%
23.09%
1.21%
2.06%
1.60%
1.98%
1.92%
0.50%
2.01%
2.02%
1.00%
4996
4997
4996
4997
4996
4996
4996
4996
4996
4997
4996
95.10
96.27
95.96 96.13
96.79 HP
95.76
96.60 96.22 96.40 95.45
95.59 HP
95.34
95.23
95.36
95.04
95.28
(95.35SW)
95.23
(94.47)
(95.39)
(96.48)
96.11 95.58
(94.62)
95.31
96.26 96.60
95.96
96.00
(95.32SW)
(95.33SW)
(94.03)
95.36
96.01
96.35 96.01
96.40
95.27
95.11
95.93 95.81
96.41
95.36
96.76 HP
(94.47)
96.09
95.31
95.28
(95.17)
(96.55)
96.31 HP
96.32
96.11
95.62
95.59 HP 95.59 HP
96.16
95.55
96.23 HP
96.43
96.70
95.23
(94.31)
96.46
95.27
95.33
95.44
(96.59)
96.15
96.06
96.37
95.36
96.29
95.88
96.67 95.43
95.00
95.13
95.23
(94.57)
(97.25)
(95.30SW)
(95.16SW)
(95.25SW)
(95.24)
(95.10)
94.78
94.70
94.59
95.39
95.28
95.85 95.32 95.32
95.18
96.33 95.46
96.16
95.99 96.11 96.62
95.99
(95.40)
(95.53)
95.45
95.71
96.54 HP
1.09%
2.74%
1.18%
0.63%
1.89%
1.10%
3.46%
1.19%
1.11%
1.88%
4.31%
4.03%
1.12%
2.23%
0.50%
1.00%
0.50%
1.29%
0.50%
0.90%
4.79%
1.01%
0.74%
4.14%
2.75%
0.59%
2.71%
1.00%
1.74%
1.17%
1.00%
1.01%
7.43%
0.50%
4.65%
5.28%
4.01%
0.50%
1.00%
2.04%
95.58 95.60
0.60%
0.50%
0.68%
(95.25SW)
(95.25SW)
(95.61SW)
(95.69SW)
3.21%
3.04%
96.36 TBC
2.36%
1.58%
1.32%
(95.47SW)
(95.49SW)
3
BREAK LINE
BREAK LINE
BREAK LINE
BREAK LINE
BREAK LINE
BREAK LINE
4996
4996
4
COLLEGE AVENUE
11
4995
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
6" CURB TO
MATCH EXISTING
PROPERTY LINE/ROW
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.47'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
BREAK LINE
Label conta
CONSTRUCTION NOTES
GRADING PLAN
C4.0
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
(16.57)
16.25
SPOT ELEVATIONS
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
STREET CUT NOTE:
10'
SCALE: 1" = 10'
0 20'
N
SYMBOL LEGEND
G G
(UP)
(UT)
SS
X
WS WS WS WS WS
SS
R/W
WS
W
R/W
(OHP)
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES:
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
NOTE:
INV EL: 94.81'
INV EL: 93.13'
EL: 95.88'
36"
36" DRY WELL PROFILE
NTS
6 LF 6" PVC INLET PIPE @ 1.0%
6 LF 6" PVC OUTLET PIPE @ 0.5%
BOTTOM EL: TBD
PROPOSED
SUB-BASE
(UP)
(UP)
(UP) (UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP) (UP) (UP)
(UP)
(UP)
(UP)
(UP) (UP)
(UP) (UP)
(UP)
(UP)
(UP)
(UP)
(UP) (UP) (UP)
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W W W W
W W W W W
W
W
W W W
W W W
W
W W
W
W W W W
W
W
W
W
EXISTING BUILDING
5
11.5'
20.0' ROW 5.0'
18.81'
6
4
4
2
L1
C1
L2
L5
C2
C3
C4
C5
C6
C9
C10
C11
C12
C14
C15
C16
C17
C13
C19
C18
L3
L4
L6
L7
L8
L9
L10
L11
L12
L13
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
6
E E
E E E
E
E
22.5'
53.5'
2.00'
6.0'
26.4'
9.0'
5.0'
18.2'
2.00'
19.17'
15.0' UTILITY
EASEMENT
8.0' UTILITY
EASEMENT
20.0' ROW
18.81'
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
PROPERTY LINE/ROW
EXISTING LIGHT POLE
TO BE REMOVED
EXISTING STORM INLET
PROPERTY LINE/ROW
PROPOSED ATMS
LANDSCAPE
SETBACK
PROPOSED CURB
PROPOSED
STREET CUT
PROPOSED
EXISTING SIGN STREET CUT
TO BE RELOCATED
PROPERTY LINE/ROW
EXISTING HYDRANT
PROPERTY LINE
PROPERTY LINE/ROW
PROPOSED
STOP SIGN
S 89°53'41" E, 190.00'
N 00°06'19" E, 100.00'
N 89°53'41" W, 190.00'
S 00°06'19" W, 100.00'
MAGNOLIA STREET
COLLEGE AVENUE
S
4.5'
PROPOSED
SIDEWALK
CHASE
PROPOSED
36" DRY WELL
PROPOSED 2' U-CHANNEL
PROPOSED 2' U-CHANNEL
24.0'
8.00'
9.0'
19.0'
9.0'
19.0'
9.0'
19.0'
11.0'
8.00'
10.0'
18.00'
9.0'
19.0'
5.0'
5.00'
12.0'
5.0'
11.00'
12.00'
24.00' 44.0'
ONE WAY DO NOT ENTER SIGN
ONE WAY DO NOT ENTER SIGN
ONE WAY DO NOT
ENTER SIGN
24.00'
PROPOSED 3
4" IRRIGATION METER
PROPOSED 3
4" IRRIGATION
WITH TAPPING SADDLE
CURB STOP
9.0'
24.0'
3.54'
3.59'
12.00'
12.00'
PROPOSED 2' U-CHANNEL
PROPOSED
STREET CUT
PROPOSED
CURB
C/O UNDERDRAIN
INV: 93.89'
C/O UNDERDRAIN
INV: 93.96'
C/O UNDERDRAIN
INV: 93.63'
C/O UNDERDRAIN
INV: 94.49'
C/O UNDERDRAIN
INV: 94.49'
C/O UNDERDRAIN
INV: 93.19'
C/O UNDERDRAIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
C/O UNDERDRAIN
C/O UNDERDRAIN INV: 93.89'
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
C/O UNDERDRAIN
INV: 93.82
C/O UNDERDRAIN
INV: 93.82'
10.7 LF OF 4" PVC @12.1%
6.0 LF OF 6" PVC @1.0%
6.0 LF OF 6" PVC @0.5%
PROPOSED BIKE RACK
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS MODERATE RISK FLOODPLAIN
FORT COLLINS 100-YEAR FLOOD FRINGE
PROPOSED 6' SW
EXISTING 6' SW
EXISTING FIBER
EXISTING GAS
EXISTING ELECTRIC LINE
EXISTING 8" WATER MAIN
EXISTING ALLEY
TO BE REPAVED
WITH CONCRETE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YR FLOODWAY
FORT COLLINS 100-YR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
EXISTING 4" WATERLINE
EXISTING 6" SANITARY SEWER
LANDSCAPING AREA
32.5 LF OF 3/4" TYPE K COPPER PIPE
30.8 LF OF 4" PERFORATED PVC PIPE
55.9 LF OF 4" PERFORATED PVC PIPE
12.6 LF OF 4" PERFORATED PVC PIPE @ 1.3%
38.6 LF OF 4" PERFORATED PVC PIPE
42.4 LF OF 4" PVC @ 0.5%
45.9 LF OF 4" PVC @ 0.5%
24.5 LF OF 4" PVC @ 0.8%
9.9 LF OF 4" PVC @ 0.5%
27.0 LF OF 4" PVC @ 4.6%
13.6 LF OF 4" PVC @ 0.5%
29.9 LF OF 4" PERFORATED PVC PIPE @ 0.9%
PROPOSED
SCREEN WALL
RE: LANDSCAPING
PLANS
PROPOSED SWALE
PROPOSED
STOP SIGN
PROPOSED DIRECTIONAL
SIGNAGE PER WELLS FARGO
STANDARDS
5.0'
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
ACCESS RAMP WITH
TRUNCATED DOMES (TYP)
6.00
6.0'
6.0'
21.0'
9.0'
9.0' UTILITY
EASEMENT
PROPOSED TRANSFORMER
PROPOSED ELECTRIC METER
EXISTING TREE
TO BE REMOVED
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
BEARING
N35°42'16"W
N89°59'58"E
N00°00'00"E
S00°00'44"E
N90°00'00"W
N90°00'00"W
N00°00'00"E
S89°59'39"W
N00°00'00"E
N90°00'00"E
N90°00'00"W
S00°00'00"E
S89°59'51"W
DISTANCE
3.96
177.16
12.00
48.00
17.00
36.00
18.50
25.50
36.00
16.45
15.45
44.11
38.75
LINE TABLE
LINE #
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
BEARING
S00°08'42"W
N90°00'00"E
S00°00'00"E
N90°00'00"W
S89°55'58"E
N63°52'47"E
N00°06'17"E
N89°59'39"E
S00°00'00"E
N90°00'00"W
N00°00'00"E
N90°00'00"E
N00°00'00"E
DISTANCE
24.01
17.02
45.00
17.00
14.42
5.10
97.94
17.49
16.01
5.00
5.00
16.99
17.99
LINE TABLE
LINE #
L28
L29
L30
L31
L32
L33
L34
BEARING
S89°58'31"W
S00°00'00"E
N00°00'00"E
S89°26'03"W
N00°18'00"E
N03°48'42"E
N00°08'29"W
DISTANCE
16.49
20.00
20.00
28.98
8.21
1.59
6.17
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
C6
C9
C10
C11
C12
C13
C14
C15
LENGTH
4.738
3.142
0.784
7.854
7.854
14.949
23.545
3.147
3.142
4.712
7.877
7.865
22.638
RADIUS
5.000
2.000
0.499
2.500
5.000
10.000
15.000
2.000
2.000
3.000
2.507
5.007
14.884
DELTA
054.2961
090.0000
090.0000
180.0000
090.0000
085.6518
089.9341
090.1448
090.0000
090.0000
180.0047
090.0000
087.1449
CURVE TABLE
CURVE #
C16
C17
C18
C19
LENGTH
7.865
3.153
6.283
6.283
RADIUS
5.007
2.007
2.000
2.000
DELTA
090.0000
090.0000
180.0000
180.0000
HORIZONTAL CONTROL AND UTILITY PLAN
C3.0
10'
SCALE: 1" = 10'
0 20'
N
NOTE:
1.) ALL LINE AND CURVE TAGS ARE
MEASURED AS THE FLOWLINE UNLESS
OTHERWISE NOTED
112 W. MAGNOLIA ST. PARKING
112 WEST MAGNOLIA STREET
FORT COLLINS CO, 80525
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
FOR BURIED UTILITY INFORMATION
THREE (3) BUSINESS DAYS
BEFORE YOU DIG
CALL 811
(OR 1-800-922-1987)
UTILITY NOTIFICATION
CENTER OF COLORADO (UNCC)
WWW.UNCC.ORG
R
UTILITY NOTES
SYMBOL LEGEND
G G G G
(UP) (UP)
(UT) (UT)
SS SS
X X
WS WS WS WS WS
SS
R/W
WS WS WS
W W
R/W R/W
(OHP) (OHP)
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES
ENGINEERING & SURVEYING
4045 St. Cloud Drive, Suite 180
Loveland, CO 80538
[P] 970-622-2095 [F] 970-461-4469
SITE TABULATION
ZONING
SITE ACREAGE:
GROSS 0.436 ACRES=18,992 SF
NET 0.436 ACRES=18.992 SF
LAND USE COMMERCIAL/RETAIL -- TYPE 2
SQUARE FOOTAGE:
EXISTING GRAVEL PARKING 18,922 SF -- 100%
EXISTING WELLS FARGO BANK 26,923 SF
PROPOSED PERMEABLE PAVERS 3,391 SF --17.8%
PROPOSED ASPHALT 8,712 SF -- 45.8%
PROPOSED ON-SITE LANDSCAPING 6,869 SF -- 36.4%
OVERALL PERCENT IMPERVIOUS 66%
PARKING SPACES:
OFF STREET 19
ACCESSIBLE 2
MAGNOLIA ST PARKING 6
EXISTING WELLS FARGO BANK PARKING 48
TOTAL 75
OPEN SPACE
FEMA FLOODPLAIN N/A
FORT COLLINS FLOODPLAIN:
HIGH RISK CITY FLOOD FRINGE 11,114 SF
MODERATE RISK 7.886 SF
NEW MONUMENT
SIGN PER WELLS
FARGO STANDARDS
SCALE 1 : 8
A
A
SECTION A-A
B
FRONT VIEW APPROACH VIEW
ATM
DETAILS
WELLS FARGO BE#:
235 ALCAZAR AVENUE
CORAL GABLE, FL 33134
OFFICE: (305) 442-1188
FAX: (305) 445-1509
WWW. ADCINTERNATIONAL.NET
ADC ARCHITECTURAL DESIGN COLLABORATIVE
368643
WELLS FARGO PROJECT #:
120685
JONATHAN N. CHADES, R.A. # ARC 00404473
CORP.# AA-C001315
1 SD CLIENT REVIEW 05.15.19
2 DD CLIENT REVIEW 10.11.19
3 BDR. COMMENTS 01.14.2020
4 C.D.N.S. COMMENTS 04.17.2020
5 FINAL DEVELOPMENT REVIEW 08.25.2020
12
12
12
10
6
18
19
20
3
3
3
3
21
11
PROPOSED
PLAN
SCALE: PROPOSED 3/32" = 1'-0" PLAN 1
KEY NOTES
GENERAL NOTES
LEGEND
WELLS FARGO BE#:
235 ALCAZAR AVENUE
CORAL GABLE, FL 33134
OFFICE: (305) 442-1188
FAX: (305) 445-1509
WWW. ADCINTERNATIONAL.NET
ADC ARCHITECTURAL DESIGN COLLABORATIVE
368643
WELLS FARGO PROJECT #:
120685
JONATHAN N. CHADES, R.A. # ARC 00404473
CORP.# AA-C001315
1 SD CLIENT REVIEW 05.15.19
2 DD CLIENT REVIEW 10.11.19
3 BDR. COMMENTS 01.14.2020
4 C.D.N.S. COMMENTS 04.17.2020
5 FINAL DEVELOPMENT REVIEW 08.25.2020
EXISTING LANDSCAPE AREAS TO BE MODIFIED
AND/OR EXTENDED PER NEW SITE LAYOUT
REQUIREMENT. REFER TO CIVIL & LANDSCAPE
DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING MASONRY WALL OF EXISTING ADJACENT
BUILDING TO REMAIN. GC TO PROTECT DURING
CONSTRUCTION, TYPICAL.
ALL EXISTING TREES TO PROTECT DURING
CONSTRUCTION PROCESS. REFER TO LANDSCAPE
DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING PUBLIC SIDEWALK TO REMAIN, TYPICAL.
EXISTING CURB AND GUTTER TO REMAIN, TYPICAL.
PROPOSED DRIVE-UP ISLAND ATM WITH ENCLOSURE
AND CANOPY, TYPICAL. PER WELLS FARGO
STANDARDS.
PROPOSED CONCRETE PAD ISLAND ATM WITH
ENCLOSURE AND CANOPY, TYPICAL. PER WELLS
FARGO STANDARDS.
PROPOSED NEW 6" CONCRETE CURB. REFER TO
CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.
NEW BANK DIRECTIONAL SIGNAGE PER WELLS
FARGO STANDARDS STANDARDS.
NEW "MINIMUM CLEARANCE" BAR, PER WELLS
FARGO STANDARDS.
ATM TO BE LOCATED OUTSIDE OF FLOODPLAIN
FRINGE AS INDICATED BY DASHED LINE.
NEW LIGHT POLE WITH LIGHT FIXTURES. REFER TO
ELECTRICAL DRAWINGS FOR ADDITIONAL
INFORMATION.
HATCHED AREA DENOTES NEW BLACK TINTED
CONCRETE SURFACE DRIVEWAY AREA TO MATCH
ASPHALT COLOR. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.
PROPOSED SIDEWALK CONNECTION WITH EXISTING
PUBLIC SIDEWALK. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.
NEW D.O.T. APPROVED STOP BAR STRIPPING.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
NEW D.O.T. APPROVED STRIPPING. REFER TO CIVIL
DRAWINGS FOR ADDITIONAL INFORMATION.
NEW STOP SIGN. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.
LOCATION OF NEW MONUMENT SIGN PER WELLS
FARGO STANDARDS. GC TO VERIFY SIGN TYPE WITH
VENDOR.
PROPOSED LOCATION OF NEW PEDESTAL PER
WELLS FARGO STANDARDS. REFER TO ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
PROPOSED BRICK SCREEN WALL. REFER TO CIVIL
DRAWINGS FOR ADDITIONAL INFORMATION.
APPROXIMATE LOCATION OF PAD MOUNTED
TRANSFORMER. REFER TO ELECTRICAL DRAWINGS
FOR ADDITIONAL INFORMATION.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
FLOODPLAIN NOTES