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HomeMy WebLinkAboutARB201300005 Plan - Approved 2013-01-15II I i r .i z � I z �I _ w t- I� O III ' I w C Ili I u, .J I I i 1 Proppsed Banking Center La out n 02 SCALD= 1 / f -1 '- 0' 14.88 AREA OF WORK. THE AREA OF WORK IS RESTRICTED TO THE ATM ROOM AND THE EXTERIOR AREA AROUND ATM 08 1 Proppsed Banking Center La out n 02 SCALD= 1 / f -1 '- 0' KEY NOTES AREA OF WORK. THE AREA OF WORK IS RESTRICTED TO THE ATM ROOM AND THE EXTERIOR AREA AROUND ATM INSTALLATION. ALL OTHER IMPROVEMENTS SHOWN ARE EXISTING AND NOT PART OF THIS PROJECT. O REMOVE EXISTING GLAZING. REPLACE WITH 1/4" STEEL PLATE PAINTED TO MATCH STOREFRONT ALUMINUM. USE VINYL MOLDING W AND NON- METALLIC SUPPORT BLOCKS TO _ U HOLD METAL PLATE IN PLACE. APPLY INSULATED PANEL ON INSIDE FACE MATH W STOREFRONT. Q j NEW NCR P86 ATM FURNISHED AND INSTALLED I BY BANK OF AMERICA TO BE 2010 ADA COMPLIANT. 0 NEW 26"W X 22.5 "H ATM WALL OPENING FOR NEW ATM. SEE SHEET A03.01 FOR DETAILS. Q 48' X 30" ACCESSIBLE AREA IN FRONT OF NEW ATM INSTALLATION. THIS AREA IS TO KEY NOTES AREA OF WORK. THE AREA OF WORK IS RESTRICTED TO THE ATM ROOM AND THE EXTERIOR AREA AROUND ATM INSTALLATION. ALL OTHER IMPROVEMENTS SHOWN ARE EXISTING AND NOT PART OF THIS PROJECT. O REMOVE EXISTING GLAZING. REPLACE WITH 1/4" STEEL PLATE PAINTED TO MATCH STOREFRONT ALUMINUM. USE VINYL MOLDING AND NON- METALLIC SUPPORT BLOCKS TO HOLD METAL PLATE IN PLACE. APPLY INSULATED PANEL ON INSIDE FACE MATH CONSTRUCTION ADHESIVE. FINISH TO MATCH STOREFRONT. (� NEW NCR P86 ATM FURNISHED AND INSTALLED BY BANK OF AMERICA TO BE 2010 ADA COMPLIANT. Q NEW 26"W X 22.5 "H ATM WALL OPENING FOR NEW ATM. SEE SHEET A03.01 FOR DETAILS. Q 48' X 30" ACCESSIBLE AREA IN FRONT OF NEW ATM INSTALLATION. THIS AREA IS TO HAVE A MAXIMUM 2% SLOPE. Q NEW SUR- WING -1P- SINGLE -STD BANK OF AMERICA SPEC ATM SURROUND FURNISHED AND INSTALLED BY BANK OF AMERICA. O REWORK EXISTING CONCRETE SIDEWALK AS REQUIRED FOR 30' X 48" ACCESSIBLE AREA TO HAVE MAXIMUM 2% SLOPE. NEW CONCRETE TO BE 3000PSI ® 28 DAYS WITH AIR ENTRAINMENT AND BROOM FINISH. Q NEW 25' LIGHT POLE ON 24'0 CONCRETE BASE. SEE SHEET E01.02 FOR LAYOUT Q THREE NEW RECESSED LIGHTS -SEE SHEETS E01.01 AND E01.02 FOR LAYOUT AND DETAILS Bank of America Rio Road CAP ADD ATM 1523 East Rio Road Charlottesville, VA 22901 SERIAL NUMBER: XXX NRSP VERSION: XX BULLETIN: XX / DD XX w w w. I i t l I e o n 11 n e. c o Thu dm gnnd+h,d prb,. -#epm y ofLlnk Di �ARba.*,dCanmldng. Th, spree �tian, rng ordh, —oftbu dmmng aitboxe aaur. -ran m " :mr „p�ob;bwd "ndmry lfaeg -w if b, rabJe tgolooron. ® ljNe 2012 2 Proposed ATM Room Layout 02 SCALES 3 / 8' -1 '- 0' 1yyto,a / / 0 %L / C(�M�Y1G� N S'�>L SHEET NOTES A. EXISTING PLAN IS FOR REFERENCE ONLY. FIELD VERIFY EXISTING CONDITIONS. B. G.C. TO VERIFY EXISTING CONDITIONS AND NOTIFY ARCHITECT OF DISCREPANCIES. C. PATCH AND REPAIR ANY WALL, CEILING & FLOOR FINISHES IN AREA OF DEMOLITION. IF MATCHING CARPE CANNOT BE FOUND, REPLACE WITH NEW CARPET OF SIMILAR CONSTRUCTION AND COLOR. PROVIDE SAMPLES TO OWNERS REP FOR BANK OF AMERICA STORE DESIGN FOR APPROVAL BANK OF AMERICA - RIO ROAD CAP ADD ATM 223 - 9149 -00 PROTOTYPE LAYOUT `CAD File N— PROPOSED LAYOUT AND LAYOUT DETAILS A02.01 Bank of America Rio Road ATM Renovation 1523 Rio Road Charlottesville, VA SERIAL NUMBER: XXX NRSP VERSION: XX BULLETIN: XX / DD XX + + + + + + + 4.5 2.8 2.0 1.6 1.4 1.1 1.0 0.9 + + + + + + + + + 4.4 3.2 2.3 2.0 1.8 1.5 1.3 1.1 1.0 + + + + + + + + + + 3.5 3.5 3.1 2.8 2.8 2.6 2.5 2.1 1.6 1.4 7n n 77 7 7 12.1 12.9 1 5.1 4.1 3.3 5.5 + 4.2 + 3.4 5.7 + 4.3 + 3.5 6.0 4.5 3.8 KEYED NOTES ITEM DESCRIPTION PROPOSED ITEMS O EXISTING 100 WATT RECESSED DOWN LIGHT TO BE REMOVED AND REPLACED WITH NEW 43 WATT CFL DOWNLIGHT LIGHT FIXTURE (TYPICAL OF 3) O NEW 1000 WATT COOPER LIGHTING LIGHT FIXTURE (1 HEAD) 3O 7 ® EXISTING FLOOD LIGHT TO BE REMOVED, WIRE TO BE TERMINATED PER NEC 5O 5' RADIUS AREA WITH MINIMUM 10 FC 1 60' RADIUS AREA WITH MINIMUM 2 FC, 40' RADIUS ADJACENT SIDE PER PROTOCOL O7 TRIM LANDSCAPE PER BANK STANDARDS ® ALL EXISTING LIGHTING UNDER THE CANOPY MUST BE RE- LAMPED, RE- BALLASTED AS REQUIRED BASED ON OPERATIONAL INSPECTION. O9 RADIUS TERMINATED IN FRONT OF BUILDING PER GMR INSPECTION STANDARDS 10 EXISTING CREPE MYRTLE TREE TO BE TRIMMED TO A MINIMUM OF 7' ABOVE GRADE IN ORDER TO ALLOW ILLUMINATION UNDER FOLIAGE BY RELOCATED FIXTURE. 11 EXISTING LIGHT READINGS AT FIRST TRAVEL LANE ARE BELOW 0.5 FC 12 NEW 1000 WATT COOPER LIGHTING LIGHT FIXTURE MOUNTED ON EXISTING POLE ALL EXISTING TREES SURROUNDING FIXTURE TO BE TRIMMED 5' FROM LIGHT POLE 13 EXISTING WALL PACK TO HAVE ELEVATION LOWERED TO 6 FT ABOVE GRADE + 13.6 + 16.0 + 21.6 02 + X2.2 + + 9 + + 18.2 17.1 + 22.8 + 27.0 + 32.3 + 35.4 + 35.6 + 38.0 + 39 .1 2 06 27.6 29.3 25.4 22.9 22.1 20.3 16.7 12.8 9.6 6.9 5.3 + 4.6 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0.0 0.0 0.0 0.0 13.7 15.7 21.0 23.6 21.3 22.5 26.4 24.3 21.2 21.6 23.5 26.9 29.9 30.7 30.5 32.2 350 35.3 32. 31.7 29.5 27.1 26.0 25.0 22.8 19.0 15.2 11.6 8.2 6.6 5.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + 11 9 + 22\5 24.4 + 25.5 + 25.4 + 22.9 + + 21.5 22.6 + 25.1 + 27.2 + 29.4 + 30.6 + 31.1 + 31.4 + 33.1 + 34.1 + 3 .8 + 30.6 + 29.6 + 29.9 + 29.6 + 27.9 + 25.0 + 21.0 + 17. + 14.1 + 10.6 + 8.2 0.0 0.0 + 13.9 + 15.4 + 17.7 19.9 + 20.9 + 21.3 + 21.8 + 22.7 + 24.1 + 26.6 + 27.8 + 29.6 + 31.9 + 32.6 + 33.5 + 34.4 + 34.9 + 33.4 + 32.0 + 32.5 + 33.7 + 32.5 + 30.0 + 26.3 + 22.8 + 19.9 + 16.9 + 13.2 + 10.3 0.0 0.0 0.0 0.0 0.0 + 15.1 16.2 + 17.3 + 18.5 + 21.0 + 22.5 + 24.1 + 24.3 + 24.6 + 26.6 + 29.5 + 32.5 + 32.8 + 32.9 + 3.6 + 33.7 + 33.3 + 32.9 + 32.2 + 30.9 + 28.2 + 25.6 + 227 + 18.9 + 16.0 + 13.4 + 11.2 13.2 14.3 + + + 1q d + + + + + 91 1 + 9A R + 9A 7 + 91 7 + + + 1 31.7 + 31.3 + 31.2 + 30.8 + 30.6 + 29.3 + 27.8 + 26.0 + 23.6 + 21.3 + 18.3 + 15.0 + 12.4 + 10.4 7.7 9.9 12.0 13.3 14.2 1 16.0 16.4 17.2 17.1 16.9 18.8 22.9 24.3 24.0 27.5 28.4 26.2 26.3 26.4 24.9 24.1 25.5 23.8 20.3 20.7 18.5 13.7 11.0 9.6 6 + 5.5 + 7.0 + 8.5 + 9.8 + 10.7 + 11.4 + 1 .8 + 11.8 + + 12,0 12.5 + 12.7 + 15.2 + 21.5 + 20.9 + 18.1 + 23.2 + 24.5 + 19.7 + 18.4 + 18.8 + 17.6 + 18.6 + 23.2 + 20. + 15.7 + 18.7 + 17.8 + 11.3 + 8.4 + 7.4 + 5.6 + 4.4 + + 3.0 3.9 + 4.8 + 5.7 + 6.6 + 7.3 + 7.8 + 8.5 + 9� + + 9.1 10,0 + 11.9 + 18.1 + 25.1 + 23.6 + 19.7 + 25.5 + 26.9 + 21.3 + 15.9 + 15,0 + 15.7 + 21.1 + 2 + 23.1 + 18.1 + 22.7 + 22,0 + 14.9 + 8.6 + 6.3 + 4.9 + 4.2 12 + 7 + 7 7 12 + 2.2 3.9 4.5 5.0 5.6 6.1 6.6 7.1 8 1. 16.9 23.3 21.1 18.4 22.7 25.0 19.1 14.9 1 .9 9.3 24.5 21.0 .3 20.5 21.5 14.4 9.4 5.8 4.2 3.5 T+3 1 10.3 1 5.7 3.8 2.6 + 2.2 2. 2.2 2.4 2.4 2.4 3.11 3 11.1 10.3 X9.2 11.1 12.3 1p. 9. 9.0 0.9 11.9 KEYED NOTES ITEM DESCRIPTION PROPOSED ITEMS O EXISTING 100 WATT RECESSED DOWN LIGHT TO BE REMOVED AND REPLACED WITH NEW 43 WATT CFL DOWNLIGHT LIGHT FIXTURE (TYPICAL OF 3) O NEW 1000 WATT COOPER LIGHTING LIGHT FIXTURE (1 HEAD) 3O EXISTING FLOOD LIGHT/ WALL PACK TO REMAIN/ RE- LAMPED AND RE- BALLAST ® EXISTING FLOOD LIGHT TO BE REMOVED, WIRE TO BE TERMINATED PER NEC 5O 5' RADIUS AREA WITH MINIMUM 10 FC © 60' RADIUS AREA WITH MINIMUM 2 FC, 40' RADIUS ADJACENT SIDE PER PROTOCOL O7 TRIM LANDSCAPE PER BANK STANDARDS ® ALL EXISTING LIGHTING UNDER THE CANOPY MUST BE RE- LAMPED, RE- BALLASTED AS REQUIRED BASED ON OPERATIONAL INSPECTION. O9 RADIUS TERMINATED IN FRONT OF BUILDING PER GMR INSPECTION STANDARDS 10 EXISTING CREPE MYRTLE TREE TO BE TRIMMED TO A MINIMUM OF 7' ABOVE GRADE IN ORDER TO ALLOW ILLUMINATION UNDER FOLIAGE BY RELOCATED FIXTURE. 11 EXISTING LIGHT READINGS AT FIRST TRAVEL LANE ARE BELOW 0.5 FC 12 NEW 1000 WATT COOPER LIGHTING LIGHT FIXTURE MOUNTED ON EXISTING POLE ALL EXISTING TREES SURROUNDING FIXTURE TO BE TRIMMED 5' FROM LIGHT POLE 13 EXISTING WALL PACK TO HAVE ELEVATION LOWERED TO 6 FT ABOVE GRADE LIGHT FIXTURE LIGHT POLE, BASE PLATE, AND ANCHOR BOLTS SHALL PROVIDE A MINIMUM EPA RATING OF 7.2 SF Q 115 MPH TYPICAL OF ALL LIGHT FIXTURES STEEL POLE - COLOR AND APPEARANCE TO MATCH EXISTING www.11ttIeon11ne.com .9 1.8 1.5 1.2 1.4 1.5 1.5 1.0 0.9 0.7 0.5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.6 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0. 0. 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0 0.2 .0 0.0 0.0 0.0 0.4 0.4 0. .0 0 + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Ibis drawing and the design shown are the property + of Little Diversified Architectural Consulting. The + reproduction, copying or other use of this drawing + without their written consent is prohibited and any + infringement will be subject to legal action. + © Little 2012 1135 Marbella Plaza Drive Tampa, Florida 33619 VI [p]:813.434.4770 [f]: 813.445.4211 www.iegroup.net EQFENUTY ENGENEE ING .License No. 0407006113 GROUP, LLC Issue Date & Issue Description By Check 01 06/08/12 OWNER REVIEW 02 07/20/12 OWNER REVIEW 03 08/10/12 OWNER REVIEW 04 08 16712 0.0 ISSUED FOR PERMITTING 05 161F1 12 0.0 REVISED POLE HEIGHT 06 10101112 0.0 REVISED PER L S COMMENT 07 04/17/13 0.1 REVISED PER LIGHTING COMMENT .9 1.8 1.5 1.2 1.4 1.5 1.5 1.0 0.9 0.7 0.5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.6 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0. 0. 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0 0.2 .0 0.0 0.0 0.0 0.4 0.4 0. .0 0 + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 GROUND WIRE LUG BOLTED TO LIGHT POLE ANCHOR BOLT FURN. BY POLE MANUFACTURER Seal /Signature P HI®TOME- �RIC SITE PLAID SCALE Litorl I LUJJ rAt, I UK: THE TOTAL LIGHT LOSS FACTOR USED FOR THE PURPOSES OF THIS DESIGN IS 1.00 AS PER MUNICIPAL REQUIREMENT. FULL CUT -OFF LIGHT FIXTURE NOTE: ALL EXISTING FIXTURE WHICH ARE RE- LENSED AND ALL PROPOSED FIXTURES MUST BE FULL CUT OFF. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ATKA TI I I IKATKIATTnKi Kin ALL LXIS I INU ANU F'KUHUStU LIUH I F IX I UKES SHALL OPERATE SIMULTANEOUSLY. ALL SWITCH GEAR SHALL BE RESET TO ACHIEVE THIS REQUIREMENT FROM DUSK TILL DAWN. K Ir1TCC . 1. LIGHT FIXTURES ARE NOT TO SCALE. 2. CONTRACTOR TO MATCH NEW LIGHT FIXTURE COLOR TO EXISTING. 3. ALL EXISTING LIGHT FIXTURES TO REMAIN MUST BE CLEANED, RE- LAMPED, RE- LENSED AND RE- BALLASTED. 4. CONTRACTOR SHALL TRIM ALL EXISTING LANDSCAPE PER BANK STANDARDS. Z X 3,000 PSI CONCRETE FOUNDATION Lj__-- - #5's VERT. WITH #3 TIES 2, - 0„ AT 11 " O.C. LIGHT POLE DETAIL 1. FOUNDATION HAS BEEN PREPARED IN ACCORDANCE, ACI 318 -08 AND ASCE 7 -10. 2. MINIMUM SOIL BEARING CAPACITY PRESSURE OF 1500 PSF WAS USED AS BASIS FOR DESIGN. 3. REINFORCING STEEL SHALL BE ASTM A50, GRADE 60 4. WIND LOAD = 115 MPH, EXPOSURE CATEGORY "B" Project Name BANK OF AMERICA - RIO ROAD CAP ADD ATM 223 - 9149 -00 PROTOTYPE LAYOUT CAD File Name Description ELECTRICAL DRAWINGS AND PHOTOMETRICS Scale E01.02 + + + + + + + + + + 11 + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 GROUND WIRE LUG BOLTED TO LIGHT POLE ANCHOR BOLT FURN. BY POLE MANUFACTURER Seal /Signature P HI®TOME- �RIC SITE PLAID SCALE Litorl I LUJJ rAt, I UK: THE TOTAL LIGHT LOSS FACTOR USED FOR THE PURPOSES OF THIS DESIGN IS 1.00 AS PER MUNICIPAL REQUIREMENT. FULL CUT -OFF LIGHT FIXTURE NOTE: ALL EXISTING FIXTURE WHICH ARE RE- LENSED AND ALL PROPOSED FIXTURES MUST BE FULL CUT OFF. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ATKA TI I I IKATKIATTnKi Kin ALL LXIS I INU ANU F'KUHUStU LIUH I F IX I UKES SHALL OPERATE SIMULTANEOUSLY. ALL SWITCH GEAR SHALL BE RESET TO ACHIEVE THIS REQUIREMENT FROM DUSK TILL DAWN. K Ir1TCC . 1. LIGHT FIXTURES ARE NOT TO SCALE. 2. CONTRACTOR TO MATCH NEW LIGHT FIXTURE COLOR TO EXISTING. 3. ALL EXISTING LIGHT FIXTURES TO REMAIN MUST BE CLEANED, RE- LAMPED, RE- LENSED AND RE- BALLASTED. 4. CONTRACTOR SHALL TRIM ALL EXISTING LANDSCAPE PER BANK STANDARDS. Z X 3,000 PSI CONCRETE FOUNDATION Lj__-- - #5's VERT. WITH #3 TIES 2, - 0„ AT 11 " O.C. LIGHT POLE DETAIL 1. FOUNDATION HAS BEEN PREPARED IN ACCORDANCE, ACI 318 -08 AND ASCE 7 -10. 2. MINIMUM SOIL BEARING CAPACITY PRESSURE OF 1500 PSF WAS USED AS BASIS FOR DESIGN. 3. REINFORCING STEEL SHALL BE ASTM A50, GRADE 60 4. WIND LOAD = 115 MPH, EXPOSURE CATEGORY "B" Project Name BANK OF AMERICA - RIO ROAD CAP ADD ATM 223 - 9149 -00 PROTOTYPE LAYOUT CAD File Name Description ELECTRICAL DRAWINGS AND PHOTOMETRICS Scale E01.02 0.0 0.0 0 0.1 0.1 0.1 0.1 0.1 Q.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + GROUND WIRE LUG BOLTED TO LIGHT POLE ANCHOR BOLT FURN. BY POLE MANUFACTURER Seal /Signature P HI®TOME- �RIC SITE PLAID SCALE Litorl I LUJJ rAt, I UK: THE TOTAL LIGHT LOSS FACTOR USED FOR THE PURPOSES OF THIS DESIGN IS 1.00 AS PER MUNICIPAL REQUIREMENT. FULL CUT -OFF LIGHT FIXTURE NOTE: ALL EXISTING FIXTURE WHICH ARE RE- LENSED AND ALL PROPOSED FIXTURES MUST BE FULL CUT OFF. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. ATKA TI I I IKATKIATTnKi Kin ALL LXIS I INU ANU F'KUHUStU LIUH I F IX I UKES SHALL OPERATE SIMULTANEOUSLY. ALL SWITCH GEAR SHALL BE RESET TO ACHIEVE THIS REQUIREMENT FROM DUSK TILL DAWN. K Ir1TCC . 1. LIGHT FIXTURES ARE NOT TO SCALE. 2. CONTRACTOR TO MATCH NEW LIGHT FIXTURE COLOR TO EXISTING. 3. ALL EXISTING LIGHT FIXTURES TO REMAIN MUST BE CLEANED, RE- LAMPED, RE- LENSED AND RE- BALLASTED. 4. CONTRACTOR SHALL TRIM ALL EXISTING LANDSCAPE PER BANK STANDARDS. Z X 3,000 PSI CONCRETE FOUNDATION Lj__-- - #5's VERT. WITH #3 TIES 2, - 0„ AT 11 " O.C. LIGHT POLE DETAIL 1. FOUNDATION HAS BEEN PREPARED IN ACCORDANCE, ACI 318 -08 AND ASCE 7 -10. 2. MINIMUM SOIL BEARING CAPACITY PRESSURE OF 1500 PSF WAS USED AS BASIS FOR DESIGN. 3. REINFORCING STEEL SHALL BE ASTM A50, GRADE 60 4. WIND LOAD = 115 MPH, EXPOSURE CATEGORY "B" Project Name BANK OF AMERICA - RIO ROAD CAP ADD ATM 223 - 9149 -00 PROTOTYPE LAYOUT CAD File Name Description ELECTRICAL DRAWINGS AND PHOTOMETRICS Scale E01.02 EX. DI TOP = 513.09 �� y INV.=- X X \ \ TX D! T l � 3 NV. =511 � 1 ORh NA ii C 0 CROSSING INFORMATION I ACRU� TOP OF SAN. APPROX. BOT, OF STORM APPROX. 511.79 24' - 15" RCP @ 1.0 EX, �I TnP-- - 1 11 5.32 NV. 511 ,XA3_' c f 11 1 ACRU O N I 1 EXIST. SIGN,' t I < I� 0 1 9 - ` 10\ N/F L.F. AND PATRICIA WOOD T,Mh 61 PARCEL 124E D.B. 419 PG, 10 ZONED H.C. PRESENT USE: PUTT PUTT GOLF 1y 0 L i r` SCALE: 1" = 20' -0n TREES I�EY UQ ANTITY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS ACRU 4 ACER RUBRUM 'OCTOBER GLORY' 'OCTOBER GLORY' RED MAPLE 3.5" MIN. CAL. B & B MATCHED SPECIMEN PRYE 1 PRUNUS YEDOENSIS YOSHINO CHERRY 2 " -2.5" CAL. B & B MATCHED SPECIMEN THPL 13 THUJA PLICATA 'GREEN GIANT' 'GREEN GIANT' ARBORVITAE 6' MIN. HT. B & B MATCHED SPECIMEN SHRUBS KEY QUANTITY BOTANICAL NAME COMMON NAME MIN. HEIGHT /SPREAD MIN. ROOT REMARKS NADO 3 NANDINA DOMESTICA NANDINA 24" HT /24" SPRD 5 GAL. MATCHED SPECIMEN ILCO 37 37 38 ILEX CORNUTq BURFORQII NANA ILEX GLABRA COMPACTA ILEX CRENATA 'HOOGENDORN' DWARF BURFORD HOLLY DWARF INKBERRY HOLLY 30 HT 30 SPRD 30" HT 30" SPRD 5 GAL. 5 GAL. MATCHED SPECIMEN PRLA 5 PRUNUS LAUROCERASUS 'SCHIPKAENSIS' SCHIPKA LAUREL 30" HT /30" SPRD 5 GAL. MATCHED SPECIMEN NOTES: 1. FINAL TREE STAKING DE1 PLACEMENT TO BE APPR OWNER. 2. CONTRACTOR SHALL ASS PERCOLATION OF ALL PLAI PRIOR TO INSTALLATION. 3. FOR "SEMI - IMPERVIOUS CONDITIONS INSTALL ROO ABOVE FINISH GRADE. PROTECT TREE TRUNK WITH BLACK RUBBER HOSE DOUBLE STRAND 12 GAGE WIRE WITH GALVANIZED TURNBUCKLE (3 PER TREE MIN.) PLASTIC FLAGS OR APPROVED WARNING INDICATORS TREE WRAP SOIL BERM TO HOLD WATER B &B OR CONTAINERIZED - SEE PLANT SCHEDULE FOR ROOT BALL SPECIFICATIONS. SCARIFY SIDES OF HOLE TO 4" MIN. DEPTH. COMPACT PLANTING SOIL BENEATH ROOT BALL 4 LARGE MATURING TREE NOT TO SCALE i S 5b* _03'OQ "E 2'761 55` L0 s X �; 1 `;EE - r-B. -398 PG. 47, I OP DRIVEWAY EASEM i ACRU T 7 STATE ROUTE 631 RIO ROAU 120' BLACK RUBBER HOSE 120' DOUBLE STRAND 12 GAGE WIRE PLAN TAPER MULCH TO TRUNK. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. TOP OF ROOT BALL TO BE 2" ABOVE FINISHED GRADE. DO NOT PLACE ADDITIONAL SOIL ON TOP OF ROOT BALL. MULCH TO MATCH EXISTING - NO MORE THAN 4" TOUCHING TREE. THREE 2X4 STAKES (36" LONG) BURIED BELOW FINISH GRADE FINISHED GRADE PREPARED PLATING SOIL PER SPECIFICATIONS. REMOVE TOP 1/3 OF BURLAP FROM B &B ROOT BALLS AND ANY NAILS /PINS, ETC. REMOVE TOP 1/3 OF WIRE BASKET WHERE PRESENT. 3" MINIMUM OF MULCH TO MATCH EXISTING SOIL BERM TO HOLD WATER EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER PLANTING TO A DEPTH OF 12" FINISHED GRADE 1 I SCARIFY SIDES OF HOLE TO 4" DEPTH MINIMUM 7 B &B OR CONTAINERIZED - SEE PLANT SCHEDULE FOR ROOT BALL REQUIREMENTS (CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL) PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL COMPACT PLANTING SOIL BENEATH ROOTBALL NOTES: 1. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2. IN SEMI - IMPERVIOUS SOIL CONDITIONS (AND FOR ALL AZALEA PLANTING), ROOTBALL ELEVATION SHALL BE 2" ABOVE FINISH GRADE. COORDINATE WITH LANDSCAPE ARCHITECT PRIOR TO SETTING ROOTBALL ELEVATIONS. SHRUB & GROUNDCOVER PLANTING NOT TO SCALE y ; � 1 � : f t Y TC y7 9 THPL � t Tt �� 1. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL UTILITY LOCATIONS PRIOR TO EXCAVATION OR MATERIAL INSTALLATION. 2. ALL LANDSCAPE MATERIALS SHALL BE IN ACCORDANCE WITH THE 'AMERICAN STANDARD FOR NURSERY STOCK' AND SHALL BE INSPECTED PRIOR TO PLANTING. MINIMUM TREE SIZE AT PLANTING IS 2 -INCH CALIPER (FOR SINGLE STEM TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL. 3. CONTRACTOR IS RESPONSIBLE FOR SOIL PREPARATION, ADDITIVE OF NUTRIENT AND FERTILIZATION PER TESTING AS OUTLINED IN SPECIFICATIONS. 4. IF ANY DISCREPANCIES OCCUR BETWEEN QUANTITIES OF MATERIAL SHOWN ON THE PLAN AND QUANTITIES LISTED IN THE PLANT LIST, THE QUANTITIES GRAPHICALLY SHOWN ON THE PLAN SHALL TAKE PRECEDENCE. 5. SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD AND ROTOTILLED INTO TOP 12" OF SOIL. 6. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY SOIL CONDITIONS THE CONTRACTOR CONSIDERS DETRIMENTAL TO PLANT GROWTH. 7. PLANT PITS SHALL BE BACKFILLED WITH SOIL MIX CONSISTING OF ONE PART BY VOLUME OF COMPOSTED DAIRY COW MANURE WITH THREE PARTS QUALITY TOPSOIL. B. ALL PLANT BEDS AND NEW TREES SHALL BE MULCHED WITH 4" THICK LAYER OF PINE BARK MULCH. 9. CONTRACTOR IS RESPONSIBLE FOR THE SOIL PREPARATION AND SEEDING OF ALL NEW LAWN AND DISTURBED EXISTING LAWN AREAS. 10. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. 11. FOR PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" OF NEW TOPSOIL OR UNCOMPACT AND AMEND TOP 24" OF EXISTING SOIL TO MEET TOPSOIL /PLANTING MIX STANDARDS FOR TREES ( WITHIN ENTIRE MINIMUM AREA OF 200 SQUARE FEET PER TREE). 12. LARGE MATURING TREES MUST BE A MINIMUM OF 25 TO 30 FEET FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING. 13. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT MINIMUM OF 15' OFF SEWER AND STORM DRAINAGE LINES; MIN. 10' OFF GAS, WATER, TELEPHONE AND ELECTRICAL LINES. 14. IN ADDITION TO THE SOIL MIXTURE, LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ANY NECESSARY SOIL AMENDMENTS, AS INDICATED BY SOIL TESTS, AS WELL AS, AN ADEQUATE DRAINAGE SYSTEM FOR PLANTING BEDS. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN ENVIRONMENT SUITABLE FOR THE GROWTH OF HEALTHY PLANT MATERIAL. REFER TO PLANTING DETAILS FOR INFORMATION ON PLANTING BED PREPARATIONS. 15. ALL PLANT MATERIAL MUST BE PLANTED IN CORRELATION WITH THE APPROPRIATE GROWING SEASON OF INDIVIDUAL PLANT REQUIREMENTS. PERENNIALS MAY REQUIRE UIRE A SPRING PLANTING IN ORDER TO SURVIVE A FULL WINTER DORMANCY. 16. PROVIDE QUALITY, SIZE, GENUS, SPECIES AND VARIETY OF EXTERIOR PLANTS INDICATED, COMPLYING WITH APPLICABLE REQUIREMENTS IN ANSI 260.1, 'AMERICAN STANDARD FOR NURSERY STOCK' 6" ROUND STEEL POST WITH METAL CAP, TYP. HEAVY DUTY HINGES TRUSS ROD ON BACK SIDE 2" ROUND TUBE FRAME, WELDED DROP BAR ASSEMBLY ON EACH DOOR 1" x 6" PRESSURE TREATED WOOD SLATS FASTENED TO RAILS WITH S.S. SCREWS F. CAUTION! The locations and elevations of existing underground utilities as shown on this drawing are only APPROXIMATE. No guarantee either expressed or implied as to the completeness of accuracy thereof. The contractor shall be exclusively responsible for determining the exact utility locations and elevations prior to the start of construction PIPE BOLLARD OR WOOD SLA SINGLE SWING GATE W/ DOUBLE 5' HIGH PANELS TO FIT 10' -4" OPENING, AND GATE POSTS (SEE GATE DETAILS THIS SHE SECTION 8" STD. STEEL WITH 4000 PSI FIELD PRIME & PLACE WIRE MESH 3" FROM BOTTOM OF SLAB. CHAIR WIRE MESH 18" O.C. EACH WAY. 8" 450OPSI CONCRETE WITH 10% 10" W2.9xW2.9 WWF i i I I 6" COMPACTED TYPE A AGGREGATE COMPACTED SUBGRADE 2 HEAVY -DUTY CONCRETE NOT TO SCALE EXPANSION JOIE MATERIAL & SEn 4000 PSI CONC. FOOTING 10' -0" 0' -4 6 "x6" PRESSURE TREATED WOOD POST 2 "x4" PRESSURE TREATED WOOD RAIL, NOT TO EXCEED 8' IN LENGTH 1" x 6" PRESSURE TREATED WOOD SLATS =ASTEN TO RAILS W/ S.S. NAILS 6"x6" PRESSURE TREATED WOOD POST 2 "x4" PRESSURE TREATED WOOD RAIL CENTERED BETWEEN RAILS 2"x4" PRESSURE TREATED WOOD RAIL RAISED 4" ABOVE GRADE 8" CONCRETE PIER FOOTING. 2' 8" MIN. COMPACTED SUBGRADE *NOTE: 1. FOOTING DEPTH SUBJECT TO LOCAL CODES AND CONDITIONS. PIPE BOLLARD DETAIL WOODEN DUMSTER ENCLOSURE NOT TO SCALE Bank of America Rio Road CAP ADD ATM 1523 East Rio Road Charlottesville, VA 22901 SERIAL NUMBER: XXX NRSP VERSION: 2.0 BULLETIN: 30 / DD 27 w w w. I i t t I e o n I n e. c o m Thin dran in, and the &sr w show are the p open), of L lr Dz ersatiedArcbztecktral (on ud rax. 'Fhe reprodu�[don e jjin or other acre- of ,In. draw ng uithout,lbcirwrittenron , enti probibitedandan, infringement mall he subject to legal action. © Little 2013 Issue Date & Issue Description By Check 01 02/14/12 02 04 REVISED PER COUNTY COMMENTS DWID GliiiISTO °HB4 PO'TdL6I f1 CerLNc.00061A 04104113 Project Name Bank of America - RIO ROAD CAP ADD ATM 223 - 9149 -00 PROTOTYPE LAYOUT CAD File Name LANDSCAPE PLAN Description Scale L 1.00 HEAVY DUTY 2 WIDTH X.06" LEAF ALUM. PIANO HINGE (MCM FINISH 42) PVNTED i '° ;X XI HAMP E M TA FINISH H ON ALL EXF05ED SURFACES PLAN VIEW smmdrsw.F+,lo.l 3/4" = I' - 0' N � X a iP m n s a m � o a � 91/2" 5116° 53/16° 41/4 21/6' 3Vw 17/6` 236" TRANSLUCENT WHITE (#7325) IMPACT MODIFIED ACRYLIC FACE W/ FIRST SURFACE APPLIED OPAOUE VINYL PAINTED #MP- 21314R 6295'CHAMPAGNE META WC' W/ 5TIPPLE FINISH 3!4' PUSH THRU CLEAR GLOSS ACRYLIC WORDMARK W/ SURFACE APPLIED IM TRANSLUCENT VINYL #96.52 -8222 VgA OWE' 6 VIE" DEEP DADOED SHOU LPER ON FACE 314" PU5H THRU CLEAR GLO55 ACRYLIC FLA05CAPE W/ SURFACE APPLIED 3M TRAN6WCENf NNYL A6 FOLLOWS. (21 LEFT 610E PETAL9 ARE 5"='5,A GLUE' W/ il6" DEEP PADDED SHOULDER ON FACE - (4) WHT SIDE PETALS ARE #3632- 2472'6oA RED' W/ 1116" X 45° BEVELLED EDGE ON FACE #el 5.5.C.5. PIN- IN -TOKX SHEET METAL SCREWS - PAINT HEADS TO MATCH RETAINER 263.73" RADIUS FABRICATED ALUM. RETAINER FRAME MINn9 J1MP- 21S14R 6288'CHAMPAGNE METALLIC W/ STIPPLE FINISH ON ALL EXPOSED SURFACES 256.534" REMOVABLE TRANSACTION PANEL ATTACHED WITH 3M VHB TAPE RADIUS FIBERGLASS ATM SURROUND 15 PAINTED #MP- 213148 6286 'CHAMPAGNE METAWC W/ STIPPLE FINISH 1/2' CLEAR GLO55 ACRYLIC BLADE W/ EROSTED FINISH ON BOTH SIDES A POLSH 'BULL NOME EDGE OUTER PORTION OF FIDERGLA55 ATM SURROUND IS PAINTED #MP- 21916E a2AFi .090' ALUM. COVER PLATE W/ STIPPLE FINISH RADIUS E 3 510E VIEW \. wdyarrn[ 3/4" =1' - 0" M ll Architectural Graphics Incorporated 26531Merrielbnel PerkweY P.O. Box 91)5 Yrglnp Beecb, VA 23050 D97f027-1900 vmi «) me BANK OF AMERICA Mg. Type C - SUR - WING - 1 P SING - STD D Type ELEVATION Pm 06.16.11 Lead Drafter Prawn ey MZC /NJC Prnlact Mgr. General Mg, SpxMCanan, ❑ Interior � Ealeeor 8ingle Fabed ❑ Dgubla Feeed Cl ❑ non - illuminated (♦ Illumi —d � 12o vane _ Amp /-0 ❑ 2T) von, _ Amvsl• / -1 C3 _Ampa-) uA. used ❑non un. Loo.uon vrnmoaa A u WalyM Drawing Revl,ion, ❑ DreRer ❑ Manegar ❑ Cud ❑ Englnur r A an.r.a �w.t 4 www u App W 0, Pala approved Code type 10032 C Job Nu V— Number M acv. I 2 FRONT ELEVATION eawW>IrgPJ 3/4 ".1' O"