HomeMy WebLinkAboutWELLS FARGO PARKING LOT AND ATMS - FDP200016 - - SITE PLANS
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SS COLLEGE AVENUEWEST MAGNOLIA STREET COLLEGE AVENUEEXISTING COMMERCIAL BUILDING
2 STORY WITH BASEMENT
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E FORT COLLINS 100-YEAR FLOODWAYFORT COLLINS 100-YEAR FLOOD FRINGEFORT
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FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS MODERA
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PROPOSED
PLAN
SCALE:
PROPOSED PLAN
3/32" = 1'-0"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
ADCARCHITECTURAL DESIGN COLLABORATIVE
368643
WELLS FARGO PROJECT #:
120685
JONATHAN N. CHADES, R.A. # ARC 00404473
CORP.# AA-C001315
SD CLIENT REVIEW 05.15.191
DD CLIENT REVIEW 10.11.192
BDR. COMMENTS 01.14.20203
4 C.D.N.S. COMMENTS 04.17.2020
5 FINAL DEVELOPMENT REVIEW 08.25.2020
6 FINAL DEVELOPMENT REVIEW 09.23.2020
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 TREE LAWNS ARE PARKS MAINTAINED.
PROTECT DURING CONSTRUCTION PROCESS.
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 STRIPING. REFER
TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.
NEW D.O.T. APPROVED STRIPING. 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.
LOCATE AND PROTECT ALL VALVE BOXES AND
IRRIGATION CONTROL PRIOR TO PERFORMING ANY
WORK IN THIS AREA.
NEW CURB AND GUTTER IN THIS AREA. MATCH
ADJACENT CURB AND GUTTER SIZES. REF. TO LS 1
FOR LANDSCAPING INFORMATION.
1
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FLOODPLAIN NOTES
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
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
ADCARCHITECTURAL DESIGN COLLABORATIVE
368643
WELLS FARGO PROJECT #:
120685
JONATHAN N. CHADES, R.A. # ARC 00404473
CORP.# AA-C001315
SD CLIENT REVIEW 05.15.191
DD CLIENT REVIEW 10.11.192
BDR. COMMENTS 01.14.20203
4 C.D.N.S. COMMENTS 04.17.2020
5 FINAL DEVELOPMENT REVIEW 08.25.2020
6 FINAL DEVELOPMENT REVIEW 09.23.2020
E E E E E E EFO
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)(U
P
)
(U
P
)
(UP)
(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)(UP)SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W
EXISTING BUILDING
MAGNOLIA STREET
20.0' ROW
18.81'
PROPERTY LINE
EXISTING STORM INLET
LINCOLN CENTER FLOODPLAIN REVISION
HEC-RAS MODEL CROSS-SECTION
RIVER: MAGNOLIA7
REACH: MASON-COLLEGE
RIVER STATION: 2068
BASE FLOOD ELEVATION: 4995.8' (NAVD88)
FLOODWAY BOUNDARY
INV: 94.78'
PROPOSED
SIDEWALK
CHASE
PROPOSED 1' U-CHANNEL
PROPOSED 2' U-CHANNEL
20.0' ROW
FORT C
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E FORT COLLINS 100-YEAR FLOODWAYFORT COLLINS 100-YEAR FLOOD FRINGEDRAINS TO PAVER SECTION #2
AREA = 632 SQ FT
DRAINS TO STREET
AREA = 278 SQ FT
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LANDSCAPING AREA
FORT COLLINS 100-YEAR FLOOD FRINGE
FORT COLLINS 100-YEAR FLOODWAY
FORT COLLINS 100-YEAR FLOOD FRINGE
PAVER SECTION #1
PAVER SECTION #2
PAVER SECTION #4
DRAINS TO PAVER SECTION #1
AREA = 1,262 SQ FT
DRAINS TO PAVER SECTION #4
AREA = 3,235 SQ FT
FORT COLLINS MODER
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DRAINS TO PAVER SECTION #5
AREA = 2,144 SQ FT
PAVER SECTION #3
PAVER SECTION #5
DRAINS TO PAVER SECTION #3
AREA = 1,529 SQ FT
DRAINS TO STREET
AREA = 418 SQ FT
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 1' CURB CUT
ELEVATION: 94.31'4996499649
9
6
4996
4996
4997
4996
4995
4995
4995
4997
4996
4996
4996
4996
PROPOSED
36" DRY WELL
INV. IN =93.13'
INV. OUT 94.81'
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: 93.19'
C/O UNDERDRAIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
C/O UNDERDRAIN
INV: 93.89'C/O UNDERDRAIN
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
C/O UNDERDRAIN
INV: 93.82
C/O UNDERDRAIN
INV: 93.82'
30.8 LF OF 4" PERFORATED PVC PIPE 55.9 LF OF 4" PERFORATED PVC PIPE12.6 LF OF 4" PERFORATED PVC PIPE @ 1.3%38.6 LF OF 4" PERFORATED PVC PIPE42.4 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%POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.47'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.5'
POTENTIAL OVERFLOW PATH
PONDING DEPTH: 0.24'DRAINAGE PLANC5.0
10'
SCALE: 1" = 10'
0 20'
DRAINAGE LEGEND
D1
112 W. MAGNOLIA ST. PARKING112 WEST MAGNOLIA STREETFORT COLLINS CO, 80525FOR 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
P1
L.I.D. LEGEND
BASIN ID
MINOR "C" COEFFICIENT
MAJOR "C" COEFFICIENT
DRAINAGE AREA
CITY OF FORT COLLINS, COLORADO
UTILITY PLAN APPROVAL
E1 N
SYMBOL LEGEND
SANITARY LINE
MAJOR CONTOUR
MINOR CONTOUR
CENTER LINE
EASEMENT
CONCRETE SIDEWALK
FENCE
UNDERGROUND TELEPHONE
WATER MAIN
UNDERGROUND POWER
GAS LINE
RIGHT-OF-WAY
PROPERTY BOUNDARY
FLOW LINE
G G
(UP)
(UT)
SS
X
WS WS WS WS WS
SS
FIRE HYDRANT
WATER VALVE
R/W
WATER SERVICE LINEWS
W
R/W
OVERHEAD UTILITY(OHP)
EDGE OF ASPHALT
DEMOLISH EXISTING
STRUCTURE
10.00
2.05%
W W
FS
E E E
11
FLOODPLAIN NOTES
ENGINEERING & SURVEYING4045 St. Cloud Drive, Suite 180Loveland, CO 80538[P] 970-622-2095 [F] 970-461-4469DIRECTION OF FLOW
WITH SLOPE AMOUNT
SPOT ELEVATION
MAJOR CONTOUR
MINOR CONTOUR
CONCRETE/ASPHALT DRIVE
CONCRETE SIDEWALK
EMERGENCY ACCESS BOUNDS
FLOW LINE
UNDERGROUND ELECTRIC LINE
RIGHT-OF-WAY
SANITARY LINE
STORM SEWER PIPE
FIRE LINE
WATER LINE
WATER SERVICE LINE
PARKING COUNT
WATER METER/ CURB STOP
SANITARY SEWER MANHOLE
SANITARY SEWER MANHOLE