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WELLS FARGO PARKING LOT AND ATMS - FDP200016 - SUBMITTAL DOCUMENTS - ROUND 2 - PLANS
INDEX OF DRAWINGS COVER SHEET GENERAL GN-1.0 INDEX SHEET GN-2.0 GENERAL NOTES SHEET ARCHITECTURAL A-1.0 DEMOLITION FLOOR PLAN A-1.1 PROPOSED PLAN A-2.1 ATM DETAILS A-2.2 ATM DETAILS LANDSCAPING LS-1 LANDSCAPE PLAN LS-2 NOTES AND DETAILS STRUCTURAL S-1.0 ATM KIOSK AND AREA LIGHT FOUNDATIONS ELECTRICAL E-1.0 GENERAL ELECTRICAL NOTES, SYMBOLS AND LEGEND E-2.0 ELECTRICAL SITE PHOTOMETRIC AND NOTES PLAN E-3.0 LIGHT FIXTURES AND POLES 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 F S T G U V W J I H A K L M B C N O D P R E 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 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 6 FINAL DEVELOPMENT REVIEW 09.23.2020 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: 1. GENERAL NOTES · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 7. THERMAL & MOISTURE PROTECTION · · · · · · · · · · · · · · · · · · · · S S S S S S 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 13 14 14 15 12 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 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 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 12 12 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 1. ALL FINISHES AND COLORS INDICATED ARE WELLS FARGO CORPORATE BRANDED COLORS AND FINISHES. GENERAL: 1 A2.2 ATM KIOSK FINISH ELEVATION NTS FRONT VIEW RIGHT SIDE 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 6 FINAL DEVELOPMENT REVIEW 09.23.2020 5'-0" 91 2" 5 1 2" 2'-2 3 4" 9 1 2" 1'-6" 10'-4" 61 2" 1'-4" 21 2" 1'-7" 8 1 4" 8 9" 1 4" F.F. = 100' - 0" 2 3 5 6 7 ℄ PEDESTAL 5'-5" 4" ℄ KIOSK FRAME ℄ ATM 1 2'-6" 2'-6" 1'-10" 1'-4" 1'-10" 6" 1'-0 6" 1 4" 83 4" 9" 2'-71 4" 1'-11 1 4" 31 2" TYP. 1'-21 2" 2'-7" 2'-5" 3 1 2" 10" 10" 3'-91 2" 1'-23 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 P&G ENGINEERING DESIGN GROUP CORP. 1 SD CLIENT REVIEW 05.15.2019 2 DD CLIENT REVIEW 10.11.2019 3 BDR. COMMENTS 01.14.2020 4 C.D.N.S. COMMENTS 04.17.2020 5 FINAL DEVELOPMENT REVIEW 08.25.2020 6 FINAL DEVELOPMENT REVIEW 09.23.2020 GENERAL ELECTRICAL NOTES, SYMBOLS, E-1.0 AND LEGEND 1.5 S S S ( OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) 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 P&G ENGINEERING DESIGN GROUP CORP. 1 SD CLIENT REVIEW 05.15.2019 2 DD CLIENT REVIEW 10.11.2019 3 BDR. COMMENTS 01.14.2020 4 C.D.N.S. COMMENTS 04.17.2020 5 FINAL DEVELOPMENT REVIEW 08.25.2020 6 FINAL DEVELOPMENT REVIEW 09.23.2020 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 P&G ENGINEERING DESIGN GROUP CORP. 1 SD CLIENT REVIEW 05.15.2019 2 DD CLIENT REVIEW 10.11.2019 3 BDR. COMMENTS 01.14.2020 4 C.D.N.S. COMMENTS 04.17.2020 5 FINAL DEVELOPMENT REVIEW 08.25.2020 6 FINAL DEVELOPMENT REVIEW 09.23.2020 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 (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (OHP) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) (GAS) 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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS 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12.6 7.6 5.3 2.1 1.2 1.8 2.6 4.8 5.6 5.0 8.1 13.2 11.2 13.0 11.8 10.3 15.3 4.0 1.7 1.0 1.4 2.5 5.3 4.9 4.9 10.2 12.3 12.3 12.9 9.0 9.0 6.5 3.5 1.7 1.0 1.3 2.3 3.5 4.8 4.3 8.9 11.2 12.2 11.8 12.9 12.6 8.3 17.2 14.7 2.3 1.6 0.6 1.3 1.6 3.2 3.8 4.5 7.5 10.6 11.8 10.9 12.6 12.7 16.0 14.7 13.1 2.3 1.3 0.6 1.6 1.6 2.0 2.8 2.5 11.5 9.4 10.9 9.7 10.3 10.0 13.5 12.2 10.9 2.0 1.3 1.3 1.4 1.9 2.0 2.8 13.2 8.6 8.6 6.8 9.6 8.3 12.3 5.3 3.4 2.1 1.2 2.3 1.2 1.9 2.1 2.8 11.1 6.0 6.7 6.8 8.6 8.0 9.9 5.3 2.5 1.3 1.0 1.5 2.6 2.8 3.4 5.3 5.4 5.1 5.2 3.3 4.2 6.9 3.3 2.9 1.0 1.0 3.3 3.8 3.0 25.2 5.3 4.0 4.3 4.9 2.8 5.1 4.5 4.2 1.9 1.3 3.3 4.0 4.7 4.1 4.0 4.6 4.3 3.9 3.4 4.0 4.1 3.1 3.0 3.5 2.4 3.0 12.3 11.9 11.1 11.3 11.1 11.6 16.1 13.5 11.8 12.3 12.4 11.8 13.6 12.3 12.9 12.0 11.5 12.3 11.9 16.4 10.9 10.9 12.3 0.1 0.5 0.5 0.3 2.0 2.9 3.3 4.1 4.2 4.0 4.5 4.0 1.4 0.2 0.3 0.6 0.9 0.5 0.2 3.3 3.4 3.5 4.8 4.6 4.4 4.9 4.8 1.2 0.7 0.6 2.9 1.0 0.8 0.4 3.9 4.5 3.8 4.8 4.6 4.7 5.0 1.8 0.7 3.4 1.4 1.3 0.6 1.1 1.5 4.9 3.8 4.0 1.5 1.2 0.8 1.0 1.5 1.5 1.0 1.0 1.6 1.2 1.3 1.3 1.0 1.2 1.6 2.9 3.7 3.0 3.3 3.5 1.5 0.9 4.4 4.0 3.2 3.2 5.1 1.6 1.5 1.2 4.5 4.1 3.3 3.6 4.1 4.0 3.9 3.0 3.0 3.2 2.8 2.4 2.0 2.0 1.1 4.5 4.8 4.0 3.2 3.9 3.8 3.8 3.2 3.0 3.2 3.1 2.9 2.5 2.1 2.0 1.9 1.7 4.3 4.6 4.3 3.3 3.9 3.7 3.5 3.2 3.0 3.1 2.9 2.6 2.2 2.1 2.1 2.0 1.8 4.3 5.2 3.6 3.7 4.2 3.7 3.2 3.1 3.1 3.1 2.8 2.4 2.1 2.3 2.3 2.3 1.9 3.7 4.5 3.8 2.6 4.9 4.0 3.2 3.2 3.3 3.2 2.9 2.5 2.4 2.6 2.7 2.5 1.8 3.2 3.5 3.0 3.0 5.9 5.0 3.9 3.5 3.4 3.3 3.1 2.9 3.2 3.2 3.0 2.2 1.5 3.2 3.4 2.5 3.2 6.2 5.8 4.9 3.9 3.4 3.2 3.1 3.3 3.7 3.6 2.8 1.9 1.3 5.2 5.6 5.4 4.8 4.0 3.6 3.7 3.8 3.6 3.1 2.6 1.9 1.3 4.1 4.4 5.1 5.3 4.0 4.0 4.3 3.8 2.9 2.7 2.6 1.9 1.3 3.6 3.6 4.2 4.8 4.0 3.9 4.1 3.4 2.7 2.6 2.6 1.9 0.1 1.3 10 10 10 15 2 2 1 3 4 5 6 8 3 4 5 6 8 9 1 1 1 1 1 3 4 5 6 8 3 4 5 6 8 9 7 7 14 12 13 0.6 0.8 1.2 1.4 1.4 1.9 1.1 1.4 1.7 1.1 0.6 0.9 0.3 1.2 1.1 1.0 1.8 0.2 0.1 0.5 1.2 0.2 0.4 0.8 1.2 0.2 0.4 0.6 0.6 0.6 0.8 1.2 1.4 1.4 1.9 1.1 1.4 1.7 1.1 0.6 0.9 0.3 0.1 0.2 0.4 0.2 0.5 0.2 0.6 0.7 0.7 0.8 1.1 1.3 1.5 0.7 0.2 0.2 0.2 0.2 0.2 0.2 0.1 5.5 0.6 5.6 0.5 0.1 0.1 0.5 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.8 0.5 0.4 0.4 0.5 0.4 0.3 0.4 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.2 0.2 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.5 0.4 0.4 0.5 0.4 0.3 0.4 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.2 0.2 0.4 0.3 0.1 0.3 0.1 0.1 0.5 0.3 0.4 0.5 0.3 0.8 0.8 0.5 0.7 0.1 2.9 0.3 1.6 0.1 2.8 0.6 2.4 0.6 2.4 0.6 2.4 0.1 0.5 0.3 0.8 0.3 1.6 0.4 0.3 0.3 0.4 0.1 0.5 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.3 0.1 0.3 0.3 0.3 0.1 0.1 0.2 0.3 0.2 0.1 0.3 0.3 0.3 0.1 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 WORK NOTES · · · · ELECTRICAL RISER LEGEND LUMINAIRE SCHEDULE STATISTICS AVAILABLE FAULT CURRENT LABELING ” ADC lperez@pgengineeringdesign.com 21 SW 102 CT. MIAMI, FL 33174 Office 786.747-5018 | Cell 786. 863.7091 ARCHITECTURAL DESIGN COLLABORATIVE P&G ENGINEERING DESIGN GROUP CORP. 1 SD CLIENT REVIEW 05.15.2019 2 DD CLIENT REVIEW 10.11.2019 3 BDR. COMMENTS 01.14.2020 4 C.D.N.S. COMMENTS 04.17.2020 5 FINAL DEVELOPMENT REVIEW 08.25.2020 6 FINAL DEVELOPMENT REVIEW 09.23.2020 ELECTRICAL SITE, PHOTOMETRIC AND E-2.0 NOTES PLAN Scale: NORTH 1/8"=1'-0" 1 E-2.0 ELECTRICAL SITE AND PHOTOMETRIC PLAN 4" 3 1 2" KIOSK ANCHOR LOCATIONS AND SIZE NOT SHOWN. REFER TO MANUFACTURER DWGS. PRIOR TO CONSTRUCTION, VERIFY FRAME SIZE AND BLOCKOUTS WITH KIOSK MANUFACTURER. BLOCKOUT/RACEWAY UNDER ATM FOR ELECTRICAL SERVICE. VERIFY DEPTH WITH KIOSK MANUFACTURER. TYPICAL HOOKS AND BENDS SCHEDULE NOTES: BAR #3 #4 #5 #6 #7 #8 #9 DIAMETER 0.375" 0.500" 0.625" 0.750" 0.875" 1.000" 1.128" STANDARD REINFORCING STIRRUPS AND TIE HOOKS #10 1.270" #11 1.410" #14 1.693" #18 2.257" STD. EXTENSION 4.5" 6" 7.5" 9" 10.5" 12" 11.25" 15.25" 17" 20.5" 27" FBD 2.25" 3" 3.75" 4.5" 5.25" 6" 5.625" 7.625" 8.5" 10.25" 13.5" STD. HOOK EXT. 1.5" 2" 2.5" 3" 3.5" 4" 4.5" 5" 5.75" 6.75" 9" STIRRUP EXT. STIRRUP BEND 2.25" 3" 3.75" 9" 1.5" 2" 2.5" 4.5" STANDARD EXTENSION 90° BEND FINISHED BEND DIAMETER "FBD" 180° BEND FINISHED BEND DIAMETER "FBD" STANDARD HOOK EXTENSION STIRRUP EXTENSION 90° BEND STIRRUP BEND DIAMETER 135° BEND STIRRUP BEND DIAMETER 6 x BAR DIAMETER 3" MINIMUM 1. ALL DIMENSIONS PER CRSI MANUAL OF STANDARD PRACTICE AND ACI 318. 2. ALL BARS TO BE BENT COLD. 3. DO NOT BEND OR STRAIGHTEN BARS IN A MANNER THAT WILL DAMAGE THE BARS. 4. DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN CONCRETE OR MASONRY. 1 SEE KIOSK FOUNDATION SECTION FOR FOUNDATION DETAIL 2 SITE LIGHT FOUNDATION, 24" Ø 3 COMMERCIAL PEDESTAL BASE 4 BLOCKOUT FOR CONDUIT 5 KIOSK BASEPLATE 6 FACE OF CURB 7 4" Ø BOLLARD, TYP. 4 FOUNDATION PLAN KEY NOTES 5'-0" 91 2" 5 1 2" 2'-2 3 4" 8 3 4" 9 1 2" 1'-6" 9'-0" 9" 1'-7" 8 9" 1 4" 2 6 4" 7 ℄ KIOSK FRAME ℄ ATM 81 4" 2'-7 1 4" 1'-11 1 4" F.F. = 100' - 0" 1 6" 4'-0" 6" 2'-6" 2'-6" 5 31 2" TYP. 2'-7" 2'-5" 31 2" 3 1 2" 10" 10" 3'-91 2" 5'-31 2" 1'-23 4" KIOSK ANCHOR LOCATIONS AND SIZE NOT SHOWN. REFER TO MANUFACTURER DWGS. PRIOR TO CONSTRUCTION, VERIFY FRAME SIZE AND BLOCKOUTS WITH KIOSK MANUFACTURER. BLOCKOUT/RACEWAY UNDER ATM FOR ELECTRICAL SERVICE. VERIFY DEPTH WITH KIOSK MANUFACTURER. 91 2" 6" 5'-0" 91 2" 2'-6" 6" 3'-0" 6" KIOSK 4" Ø STEEL BOLLARD FILLED WITH CONCRETE #5 @ 18" O.C. MAX, TYP TOP AND BOT (3) #5 CONT. AROUND FDN PERIMETER #5 @ 18" O.C. 3" CLR 3'-5" 3'-4" 2'-0"Ø 9'-0" - MIN. 27'-0" 3/4" RIGID CONDUIT (6) #5 AROUND PERM. #3 TIES FINISHED GRADE 1" CHAMFER HANDHOLE WITH COVER #6 STRANDED BARE COPPER GROUND WIRE, ATTACH TO GROUNDING LUG ON POLE AND GROUNDING CLAMP ON CONDUIT LIGHT POLE 4" 4" 4" 3" 2'-0" 3" #3 TIES AT 7 EQ. SPACES MIN. LIGHT POLE ANCHORS AND BASEPLATES SUPPLIED BY OTHERS, INSTALLED BY CG. MINIMUM LAP SPLICE LENGTH (IN INCHES) FOR: LONGITUDINAL BAR SIZE NON-TOP BARS NO. 3 NO. 4 NO. 5 NO. 6 NO. 7 13 17 22 26 38 2018 IBC TENSION LAP SPLICE LENGTHS, REF ACI 318-14, SECTION 25.4.2 & 25.5 f'c = 5,000 PSI TOP BARS 17 23 28 34 49 f'c = 5,000 PSI GOVERNING CODE: THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE "INTERNATIONAL BUILDING CODE (IBC)", 2018 EDITION, HEREAFTER REFERRED TO AS THE IBC, AS ADOPTED BY THE CITY OF FORT COLLINS BUILDING DEPARTMENT UNDERSTOOD TO BE THE AUTHORITY HAVING JURISDICTION (AHJ). REFERENCE STANDARDS : REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE STANDARD. GENERAL REQUIREMENTS DESIGN CRITERIA RISK CATEGORY II ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), VULT 140 MPH EXPOSURE CATEGORY B EARTHQUAKE DESIGN DATA SEISMIC DESIGN CATEGORY, SDC B SITE CLASSIFICATION, SITE CLASS D IMPORTANCE FACTOR, IE 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION 0.195 g 0.056 g SHORT PERIOD, SS 1-SECOND PERIOD, S1 DESIGN SPECTRAL RESPONSE COEFFICIENT 0.208 g 0.090 g SHORT PERIOD, SDS 1-SECOND PERIOD, SD1 WIND DESIGN DATA SNOW LOAD GROUND SNOW LOAD, PG 30 PSF INSPECTIONS: SPECIAL INSPECTIONS AND TESTING SHALL BE IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS PER RBC SECTION 109.7 AND IBC SECTIONS 1704, 1705, AS APPLICABLE. SPECIAL INSPECTORS: SPECIAL INSPECTORS SHALL BE EMPLOYED BY THE OWNER, E.O.R./ARCHITECT TO PROVIDE SPECIAL INSPECTIONS FOR THE PROJECT. SPECIAL INSPECTORS SHALL BE QUALIFIED PERSONS WHO ARE REGISTERED WITH AN APPROVED AGENCY. INSPECTION SUBMITTALS: SPECIAL INSPECTION REPORTS SHALL BE PROVIDED ON A WEEKLY BASIS. FINAL SPECIAL INSPECTION REPORTS WILL BE REQUIRED BY EACH SPECIAL INSPECTION FIRM PER IBC 1704.2.4. SUBMIT COPIES OF ALL INSPECTION AND TESTING REPORTS TO THE ARCHITECT/ENGINEER AND THE AUTHORITY HAVING JURISDICTION FOR REVIEW AS SOON AS THEY ARE AVAILABLE. STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTIONS 1704 AND 1705 AND PER THE FOLLOWING SCHEDULE OF SPECIAL INSPECTIONS. SPECIAL INSPECTIONS AND TESTING SOILS AND FOUNDATIONS DESIGN CRITERIA ALLOWABLE SOIL BEARING PRESSURE D+L 1,500 PSF MINIMUM FOUNDATION DEPTH SUBSURFACE CONDITIONS MEDIUM-STIFF SANDY LEAN CLAY, NO TO LOW SWELL POTENTIAL 36 INCHES GEOTECHNICAL REPORT SOILOGIC, INC., NO. 16-1181, GEOTECHNICAL SUBSURFACE EXPLORATION AND PAVEMENT SECTION DESIGN, DATED 8/11/2016 FOUNDATION DESIGN CRITERIA WAS NOT PROVIDED IN REFERENCED REPORT. FOUNDATION DESIGN HEREIN IS THUS BASED ON ASSUMED CRITERIA WHICH MUST BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. CRITERIA DIFFERING FROM THE ASSUMPTIONS MUST BE REPORTED TO THE ENGINEER-OF-RECORD PRIOR TO FOUNDATION CONSTRUCTION. REDESIGN OF THE FOUNDATION MAY BE WARRANTED. CAST-IN-PLACE CONCRETE CONCRETE MIX DESIGN REQUIREMENTS STRENGTH F'C (PSI) W/CM RATIO AGGREGATE , MAX. (IN.) AIR CONTENT (+/-1.5%) RECOMMEND . SLUMP, (IN) TEST AGE FOUNDATION WALLS EXPOSURE CLASS 4000 28 1 0.50 NA 6 1. 2. 3. 4. 5. REFERENCE STANDARDS: ACI 301-16 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 305.1-10 "SPECIFICATIONS FOR HOT WEATHER CONCRETING" ACI 306.1-10 "SPECIFICATION FOR COLD WEATHER CONCRETING" ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 117-10 "SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" SUBMITTALS PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SECTION 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. SUBSTANTIATING STRENGTH RESULTS FROM PAST TESTS SHALL NOT BE OLDER THAN 12 MONTHS PER ACI 318 SECTION 5.3. 1. 2. 3. 4. MIX DESIGN REQUIREMENTS NOTES: FLY ASH: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME OR SLAG SHALL CONFORM TO ACI 318 TABLE 26.4.2.2(b) AND SECTION 26.4.2.2 MAXIMUM AMOUNT OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. AGGREGATES SHALL CONFORM TO ASTM C33. NON-CHLORIDE ACCELERATOR: NON-CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE PLACED AT AMBIENT TEMPERATURES BELOW 50°F AT THE CONTRACTOR'S OPTION. RECOMMENDED SLUMP APPLY WHEN VIBRATION IS USED TO CONSOLIDATE THE CONCRETE AND MAY BE INCREASED BY 1" FOR OTHER CONSOLIDATION METHODS. SLUMP MAY BE INCREASED WHEN CHEMICAL ADMIXTURES ARE USED, PROVIDED THAT THE TREATED CONCRETE HAS THE SAME OR LOWER WATER/CEMENT RATIO AND DOES NOT SHOW SEGREGATION POTENTIAL OR EXCESSIVE BLEEDING. MEASURED SLUMP TOLERANCE SHALL BE +/-1.5" MAXIMUM. F1/S1/W0/C1 REINFORCING BAR MATERIALS REINFORCING BARS ASTM A615 GRADE 60 DEFORMED BARS BAR SUPPORTS CRS I MSP-09, CHAPTER 3 "BAR SUPPORTS" TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED CONCRETE COVER FOR REINFORCEMENT: CONFORM TO THE FOLLOWING COVER REQUIREMENTS UNLESS NOTED OTHERWISE IN THE DRAWINGS: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" TIES IN COLUMNS AND BEAMS 1-1/2" SPLICES: CONFORM TO ACI 301 SECTION 3.3.2.7, "SPLICES". REFER TO "TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE" FOR TYPICAL REINFORCEMENT SPLICES. SCHEDULE OF SPECIAL INSPECTIONS FOOTING SOIL BEARING SURFACES X COMPACTED FILL MATERIAL; PHYSICAL PROPERTIES EXCAVATION DEPTH AND BEARING LAYER DESCRIPTION OF SPECIAL INSPECTION PERIODIC CONTINUOUS X X CONCRETE CONSTRUCTION SIZE & PLACEMENT OF ALL REINFORCING STEEL X PLACEMENT CLEARANCES AROUND REINFORCING STEEL AT EMBEDDED CONDUIT X SHAPE, LOCATION & DIMENSIONS OF MEMBERS FORMED X USE OF THE REQUIRED DESIGN CONCRETE MIX X MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X PLACING & SIZE OF CAST-IN-PLACE ANCHOR BOLTS AND EMBEDDED FABRICATIONS PRIOR TO THE POUR X PLACING OF CONCRETE AROUND CAST-IN-PLACE BOLTS AND EMBEDS X SAMPLING OF FRESH CONCRETE X DETERMINATIONS OF SLUMP, AIR CONTENT, AND TEMPERATURE X INSTALLATION OF POST-INSTALLED ADHESIVE ANCHOR BOLTS X SOILS KIOSK REFERENCE DOCUMENTS FOR ALL ABOVE GROUND KIOSK ELEMENTS INCLUDING ANCHORS AND FRAME, AND BLOCKOUT INFORMATION, REFERENCE KIOSK CONSTRUCTION DOCUMENTS AS FOLLOWS: COMPANION, 645 WEST 200 NORTH, NORTH SALT LAKE, UT 84054, 877-736-3445, www.companionsystems.com . KIOSK NO. 3897, 10/17/2019. ALL KIOSK ANCHORAGE IS DESIGNED AND SUPPLIED BY KIOSK MANUFACTURER. 4 WEST KIOSK - FOUNDATION PLAN 1/2" = 1'-0" N 1 EAST KIOSK - FOUNDATION PLAN 1/2" = 1'-0" N 5 KIOSK FOUNDATION SECTION 1/2" = 1' - 0" 2 AREA LIGHT DETAIL 1/2" = 1'-0" 3 CONC. REBAR TENSION LAP SPLICE SCHEDULE 6SCALE TYPICAL HOOKS AND BENDS SCHEDULE NO NO SCALE WELLS FARGO BE#: ADC ARCHITECTURAL DESIGN COLLABORATIVE 368643 WELLS FARGO PROJECT #: 120685 ATM KIOSK AND AREA LIGHT FOUNDATIONS 9/23/2020 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 6 FINAL DEVELOPMENT REVIEW 09.23.2020 12 10 6 18 19 20 3 3 3 3 21 11 22 22 23 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 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 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 FLOODPLAIN NOTES 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 6 FINAL DEVELOPMENT REVIEW 09.23.2020 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 AND ROOTS ARE TO BE PROTECTED 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. DEMOLISH EXISTING DRIVE AND APPROACH. NOTE: AN IRRIGATION MAIN LINE NEEDS TO BE LOCATED IN THIS AREA AND PROTECTED. PREPARE FOR NEW CURB AND GUTTER WITH LANDSCAPE WITH SOD, REF. LS 1 LANDSCAPE PLAN EXISTING PLANTING BED TO REMAIN AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION LOCATE VALVE BOXES. TO REMAIN AND BE PROTECTED THROUGHOUT ALL PHASES OF CONSTRUCTION LOCATE IRRIGATION CONTROL BOX, PROTECT THROUGHOUT ALL PHASES OF CONSTRUCTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 · · · · · · · · · · · · ” ” ” · · · · o · o o · · · · · · · · · · · · 6. WOOD, PLASTICS, & COMPOSITES 10. SPECIALTIES · · · · · o · “ ” · · · · · · ” ” · 8. DOORS & WINDOWS 5. METALS · · · · · 9. FINISHES · · · · · · · · · · · · · · · · · · · 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 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 6 FINAL DEVELOPMENT REVIEW 09.23.2020 GENERAL NOTES SHEET MIXED USE FRONTAGE (ROW INCLUDED) 19 FEET MINIMUM SIDE 0 FEET MINIMUM REAR 5 FEET MINIMUM PARKING PROVIDED: REGULAR PARKING (9'X19') 14 SPACES COMPACT PARKING (9'X17') 5 SPACES ACCESSIBLE PARKING (12'X19') 2 SPACES TOTAL PARKING 21 SPACES SITE TABULATIONS LOCATION N.T.S. MAP PROJECT LOCATION SITE PLAN NOTES