HomeMy WebLinkAboutWELLS FARGO PARKING LOT AND ATMS - MJA190003 - SUBMITTAL DOCUMENTS - ROUND 3 - SITE, LANDSCAPE & ELEVATIONS PLANSINDEX OF DRAWINGS
COVER SHEET
GENERAL
GN-1.0 INDEX SHEET
GN-2.0 GENERAL NOTES SHEET
ARCHITECTURAL
A-1.0 DEMOLITION PLAN
A-1.1 PROPOSED PLAN
A-2.1 ATM DETAILS
CIVIL
C-3.0 HORIZONTAL CONTROL AND UTILITY PLAN
C-4.0 GRADING PLAN
LANDSCAPING
LS-1 LANDSCAPING PLAN
LS-2 NOTES AND DETAILS
ELECTRICAL
E-1.0 GENERAL ELECTRICAL NOTES, SYMBOLS AND LEGEND
E-2.0 ELECTRICAL SITE PHOTOMETRIC AND NOTES PLAN
E-3.0 PANEL SCHEDULE, LIGHT POLES AND FIXTURE DETAILS
E-3.1 METERED PEDESTAL AND CB ENCLOSURE DETAILS
550 South Tryon Street, 30th Floor
Charlotte, NC 28202
ADC 235 ALCAZAR AVENUE
CORAL GABLES, FL 33134
OFFICE: (305)442-1188
FAX: (305)445-1509
WWW. ADCINTERNATIONAL.NET
STATE OF COLORADO AA-C001315
JONATHAN N. CHADES, R.A. ARC 00404473
ARCHITECTURAL DESIGN COLLABORATIVE
OWNER CERTIFICATION WELLS FARGO - COLLEGE AND MAGNOLIA
DRIVE-UP ATM
112 W. MAGNOLIA STREET
FORT COLLINS, CO 80525
PROJECT NUMBER: 19095
DESIGN DEVELOPMENT ISSUE SET
DATE: 10/11/2019
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNER'S OF THE REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE
CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
OWNER (SIGNED) DATE OWNER (SIGNED) DATE
( STATE OF )
( )SS
(COUNTY OF )
SUBSCRIBED AND SWORN TO BE BEFORE THIS DAY OF 20 .BY WITNESS MY HAND
AND OFFICIAL SEAL.
NOTARY PUBLIC
ADDRESS
MY COMMISSION EXPIRES
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
APPROVED BY THE CURRENT DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD
SERVICES OF THE CITY OF FORT COLLINS, COLORADO, THIS OF ,20 .
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
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ABBREVIATIONS SCOPE OF WORK GENERAL ACCESSIBILITY
APPLICABLE CODES
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
....................
WELLS FARGO PROJECT #:
....................
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
INDEX
SHEET
ZONING INFORMATION:
ZONING DOWNTOWN DISTRICT
DOWNTOWN SUB-DISTRICT
(CANYON AVENUE)
LOT OCCUPATION:
LOT AREA 18,992 SQUARE FEET
LOT USE PARKING LOT & DRIVE-IN
FACILITY
LOT WIDTH - PRINCIPAL
FRONT (W. MAGNOLIA ST.) 190'-0"
LOT WIDTH - PRINCIPAL
FRONT (S COLLEGE AVENUE) 100'-0"
TOTAL BUILDING AREA
(2 ATM KIOSKS)
24.00 SQUARE FEET
BUILDING SETBACKS:
MIXED USE FRONTAGE
(ROW INCLUDED) 19 FEET MINIMUM
1. GENERAL NOTES
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
7. THERMAL & MOISTURE PROTECTION
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
S
S
S
S
S S
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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
7
1
7
7
2 2
4
4
4
4
5
7
6
6 6
8
9
9
9
9
10
11
11
3
3
3
3
3
WELLS FARGO BE#:
235 ALCAZAR AVENUE
CORAL GABLE, FL 33134
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)
INSTALLATION DIMENSIONS GENERAL NOTES - ELECTRICAL ELECTRICAL SPECIFICATIONS
CLEARING THE AREA FOR PROPER ILLUMINATION
ATM ILLUMINATION REQUIREMENTS
ADC
lperez@pgengineeringdesign.com
21 SW 102 CT. MIAMI, FL 33174
Office 786.747-5018 | Cell 786. 863.7091
ARCHITECTURAL DESIGN COLLABORATIVE
1 SD CLIENT REVIEW 05.15.19
2 DD CLIENT REVIEW 10.11.19
3 BRF. COMMENTS 01.14.20
P&G ENGINEERING
DESIGN GROUP CORP.
4 C.D.N.S. COMMENTS 04.17.20
GENERAL ELECTRICAL
NOTES, SYMBOLS,
E-1.0
AND LEGEND
POLE HT= 27'
FIXTURE TYPE SC
OSQ Luminaire
ADC
lperez@pgengineeringdesign.com
21 SW 102 CT. MIAMI, FL 33174
Office 786.747-5018 | Cell 786. 863.7091
ARCHITECTURAL DESIGN COLLABORATIVE
1 SD CLIENT REVIEW 05.15.19
2 DD CLIENT REVIEW 10.11.19
3 BRF. COMMENTS 01.14.20
P&G ENGINEERING
DESIGN GROUP CORP.
4 C.D.N.S. COMMENTS 04.17.20
LIGHT FIXTURES &
POLES DETAILS
E-3.0
NOTES:
TYPE SA
TYPE SB
LIGHT POLE DETAIL SCALE N.T.S. 1
POLE DETAIL SCALE N.T.S. 2
LIGHTING FIXTURE DETAIL SCALE N.T.S. 3
NOTES:
ADC
lperez@pgengineeringdesign.com
21 SW 102 CT. MIAMI, FL 33174
Office 786.747-5018 | Cell 786. 863.7091
ARCHITECTURAL DESIGN COLLABORATIVE
1 SD CLIENT REVIEW 05.15.19
2 DD CLIENT REVIEW 10.11.19
3 BRF. COMMENTS 01.14.20
P&G ENGINEERING
DESIGN GROUP CORP.
4 C.D.N.S. COMMENTS 04.17.20
METERED PEDESTAL
AND CB ENCLOSURE
E-3.1
DETAILS
PANEL SCHEDULE ENCLOSURE BUILT-IN PEDESTAL (PART OF ASSEMBLY) SCALE N.T.S. 1
“A” STYLE 16" METERED COMMERCIAL PEDESTAL SCALE N.T.S. 2
(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 SITE 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: 89.88'
(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
8.5' CURB CUT
TO PROTECT TREE
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'
8" CATCH BASIN
INV: 93.63'
8" CATCH BASIN
INV: 94.49'
C/O UNDERDRAIN
INV: 94.49'
8" CATCH BASIN
INV: 93.19'
8" CATCH BASIN
INV: 94.66'
C/O UNDERDRAIN
INV: 93.40'
8" CATCH BASIN
8" CATCH BASIN INV: 93.89'
INV: 93.68'
C/O UNDERDRAIN
INV: 94.83'
8" CATCH BASIN
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
4' SCREEN WALL
RE: SITE 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'
15.00'
21.0'
9.0'
9.0' UTILITY
EASEMENT
PROPOSED TRANSFORMER
PROPOSED ELECTRIC METER
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
....................
WELLS FARGO PROJECT #:
....................
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
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
....................
WELLS FARGO PROJECT #:
....................
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
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
OFFICE: (305) 442-1188
FAX: (305) 445-1509
WWW. ADCINTERNATIONAL.NET
ADC ARCHITECTURAL DESIGN COLLABORATIVE
....................
WELLS FARGO PROJECT #:
....................
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
DEMOLITION
FLOOR PLAN
RM. NAME
SCALE: DEMOLITION 3/32" = 1'-0" FLOOR PLAN 1
KEY NOTES
GENERAL NOTES
LEGEND
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
DEMOLITION PROCESS. REFER TO LANDSCAPE
DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING PUBLIC SIDEWALK TO REMAIN, TYPICAL.
EXISTING CURB AND GUTTER TO REMAIN, TYPICAL.
EXISTING CONCRETE WHEEL STOPS TO BE
REMOVED TYP.
EXISTING GRAVEL COVERED PARKING AREA TO BE
MODIFIED. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.
EXISTING LIGHT POLE TO BE REMOVED. GC TO
CONTACT LIGHT & POWER COMPANY TO HAVE THIS
STRUCTURE REMOVED PRIOR TO ANY DEMOLITION.
LINE DENOTES EXISTING APPROXIMATE BOUNDARY
LINE. REFER TO CIVIL DRAWINGS POR ADDITIONAL
INFORMATION.
DASHED LINE DENOTES PORTION OF EXISTING
CURB AND GUTTER TO BE REMOVED/MODIFIED.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
EXISTING SIGNAGE TO BE REMOVED AND
RELOCATED.
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6. WOOD, PLASTICS, & COMPOSITES 10. SPECIALTIES
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8. DOORS & WINDOWS
5. METALS
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9. FINISHES
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11. DEMOLITION
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
....................
WELLS FARGO PROJECT #:
....................
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
GENERAL
NOTES
SHEET
SIDE 0 FEET MINIMUM
REAR 5 FEET MINIMUM
PARKING PROVIDED:
REGULAR PARKING (9'X19') 19 SPACES
HANDYCAP PARKING (9'X19') 2 SPACES
TOTAL PARKING 21 SPACES
SITE TABULATIONS
LOCATION N.T.S. MAP
PROJECT LOCATION
SITE PLAN NOTES