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HomeMy WebLinkAboutARB201900015 Plan - Approved 2019-06-25�GFJ'�y,GGFO /' O 9 t mF 4,q` b - 9 1.^So�pOS�Oc9l, v2 !1 N/F LF. AND PATRICIA WOOD T.M. 61 PARCEL 124E D.B. 419 PG. 10 ZONED H.C. PRESENT USE: PUTT PUTT GOLF t SIpJN�O REMA N , lEX \^•+ A3 `IYbl -A EXISTING WOODEN DUMPSTER ENCLOSURE WITH HEAVY DUTY CONCRETE PAD NOT PART OF APPROVED 1996 PLAN SEE DETAIL 1 & 2/C1.20 L OCATED 1 HE LOCKS 55:.03'000 Ex1sTINc 0' AX SANITA�N£L 2 11l '^ 24' » '• EASEM rDO NOT ENTER q„f SIGN TO EMAIN �� `yf Js` ^X ` THIS LOCATION CONTAINS ONLY ' SEVEN SPACES IN THE CURRENT' CONDITION - SEE PARKING NOTE -BELOW SHOWING COMPLIANCE I' WITH APPROVED 1996 PLAN PARKING REQUIREMENTSXIM� LR�ELPOCAIED 1,1 UCHT POLE PR%E0TREE C` SHADE \ ` NEW CONCRETE CROSSWALK AND J \ SIDEWALK TO PUBLIC SIDEWALK UPDATED PER LOR#2 2015 i 47] CONCRETE IS TO BE CLASS A3 IF 2•R CAST IN PLACE, 4000 PSI IF PRECAST. D I O y A D v p_ A ' EXISTING CURB AND GUTTER • �� <' THIS LOCATION CONTAINS ONLY THREE SPACES IN THE CURRENT THE BOTTOM OF THE CURB AND % CONDITION SEE PARKING NOTE GUTTER MAY BE CONSTRUCTED BELOW SHOWING COMPLIANCE PARALLEL TO THE SLOPE OF SUB- t / SURFACE COURSES PROVIDED A t WITH APPROVED 1996 PLAN t t MINIMUM DEPTH OF 7" IS MAINTAINED. - t I PARKING REQUIREMENTS I ---THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR i w ' STANDARD CG-6 & CG-6R /r ga/ � `� NO SCALE 5' R J.LI - SEX. ILCR AND ILCO TO 12 EXISTING BE REMOVED ILCR r 1 ExlsnNc .��, .•, EXISTING ONE STORY BRICK I �-TH Lco BENCHMARK - EX. F.F.=520.70 IDRI1 1 OVE ANG I ,3 ' NEW CONCRETE ADA PARKING SPACES (2), ACCESS AISLE - �"•� AND NEW ADA SIGNAGE RELOCA H.C.. " UPDATED PER LOR#22015 SHADE TR E v E R I_ r ' hD APPROVED 1996 TREES - NO LONGER PRESENT _'. ,J APPROXIMATE LOCATION OF ti. ,-__RELOCATED LIGHT POLE 1 SET BACK OF q a CURB AGAINST - , EXISTING SHRUBS -NOT PART LIGHT POLE BASE 1 <_ i - OF APPROVED 1996 PLAN .---'� NEVv L,(-,NUNE-, RAMP 'WRONG 'ROVED 1996 THE UPDATED PER LOR#2 2015 SIGNS i LONGER PRESEN WALK STRIPING (TYP.) 10 5' MIN,- . 'APPROXIMATE--4--4- N OF r i 0° RELOCATED SIGN) ; APPROVED 199( / 7 CROSSWALKAND \ ' SIDEWALK RELOCATED 2�, PER LOR#2 2015 � ! STATE ROUTE I 4' S/W (90'-R.O.W.) t � i • LEGEND: PROPOSED CURB AND GUTTER-`-7 PROPOSED PAVEMENT PROPOSED SIDEWALK RELOCATED LANDSCAPE woRELOCATED/PROPOSED TREES P• w 4eowl DESIGNED: on "! n �I • .aatG I DRAWN: GVS ENGINEERS CHECKED: Gm _ RICHMOND. VIRGINIA - NASHVILLE, TENNE - )ATE: 1/15/90 - 1. EXISTING CONDITIONS AND DEMOLITION PLAN \ APPROVED 1996 TREES nNO LONGER PRESENT H OCATED z- SM-2A ASPHALT N/F ENCORE INVESTORS LTD. A i� T.M. 61 PARCEL 124C D.B. 867 PG. 530 ZONED CD - PRESENT USE: RESIDENTIAL 1 APPROVED 1996 TREES NO LONGER PRESENT Er 21-0 STONE RELOCATED 0 I HEMLOCKS APPROVED 1996 TREE NO LONGER PRESENT- ".a,/f�� COMPACTED SUBGRADE F APPROVED 1996 TREES 1. CONTRACTOR IS TO USE THE PAVEMENT SECTION SHOWN t` 9-NO LONGER PRESENT " AS A MINIMUM SECTION. IF THE EXISTING PAVEMENT SECTION IS GREATER IN DEPTH, THE CONTRACTOR IS TO MATCH THE EXISTING SECTION. TYPICAL PAVEMENT SECTION -- 4 W-= " • ' - SEE _PG. 475 NO SCALE RELOpCCATED - LANOSCAPING 1 - RELOCATE 1 I SHADE TREE pROPOSEp -J LANDSCAPE BED ----------------- I FOR DRIVEWAY EASEMENT = 08.43S' -- APPROVED 1996 SHRUBS NO `'-- - LONGER PRESENT DUE TO SHADE -`-� AND STEEP SLOPES PARKING NOTE: THE PARKING TABULATION IS AS FOLLOWS: (TAKEN FROM APPROVED 1996 DEMOLITION PLAN) - PARKING.SPACES REQUIRED: ... ...... 15 1 SPACE PER 200 SF X 2,915 SF = 14.58 - PARKING SPACES EXISTING:.... ...25 - PARKING SPACES PROPOSED: .... .... 25 - NO CHANGE IN PARKING WITH THIS WORK (PARKING LAST UPDATED IN 2015 PER LOR#2) SITE PLAN NATIONSSANK AT RIO ROAD ALBEMARLE COUNTY, VIRGINIA SEE SEE SHEET C1.20 FOR PROPOSED LANDSCAPING AND THE ADDITION OF NEW TREES/ SHRUBS SEE ARCHITECTURAL AND LIGHTING PLANS FOR ADDITIONAL INFORMATION LETTER OF REVISION #3 FINAL SITE PLAN: NATIONSBANK AT RIO ROAD SDP-1996-35 EXISTING SHRUBS - NOT COMPLIANT WITH 1996 APPROVED SITE PLAN KEY UQ ANTITY BOTANICAL NAME COMMON NAME MIN. HEIGHT/SPREAD MIN. ROOT REMARKS ILCR 2 ILEX CRENATA 'HOOGENDORN' HOOGENDORN HOLLY EXISTING 5 GAL. EXISTING ILCO 1 ILEX CORNUTA 'BURFORDII NANA' DWARF BURFORD HOLLY EXISTING 5 GAL. EXISTING NOTES: 1. TRANSVERSE EXPANSION JOINTS ARE TO BE PLACED A MAXIMUM OF 30' ON CENTER. 2. TRANSVERSE CONTROL JOINTS ARE TO BE PLACED AT 5' ON CENTER BETWEEN EXPANSION JOINTS. 3. LONGITUDINAL JOINTS ARE REQUIRED FOR SIDEWALKS WITH WIDTHS GREATER THAN 10'. LONGITUDINAL JOINTS SHALL BE PLACED AT EQUAL INTERVALS NOT TO EXCEED 10' IN WIDTH. TYPICAL SIDEWALK SECTION NO SCALE FILE NUMBER: Bank of America Rio Road ELP ELP Renovation GENERAL CONSTRUCT10IN' NOTES. 1505 putt Putt Place Charlottesville, VA 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC -RIGHT-OF-WAY,- INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). SERIAL NUMBER: 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND NRSP VERSION' CONSTRUCTION METHODS SHALL CONFORM TO CURRENT BULLETIN: SPECIFICATIONS AND STANDARDS OF V.D.O.T. UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR. TO ANY CLEARING, GRADING OR 07HER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER DIVERSIFIED ARCHITEMRAL SLOPES OF 4.1 OR BETTER ARE TO BE .ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 INCH LOCAL DEPRESSION. 4245NodFftxDiM Suit,650 k1ngtw,VA22203 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE 1 703.908.4501' '' ' REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED It III w. l I t t I e p n I I n e. c o at NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Thudsmutgandfordmignsbo are *pro" 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE efLmkD-fudA,.blkd..1Conr.Ifxg. Th, VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, mpm4ox, ropyrng wxtbr. nfthis d xg LATEST EDITION. wt&#ttbdrm ox,,aufiobik"xdmy ufnngrnamt xdUbe sxbjeam 4gdmnon. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ® r tom''-tii9 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CM PART 1926). - GENERAL NOTES 1. THE LOCATION OF EXISTING UNDERGROUND U14UTIES SHOWN ON I Issue Date& Issue Description BY Check THESE PLANS IS BASED ON AVAILABLE RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN THE INFORMATION SHOWN ON THESE 01 01/09/2019• OWNER'S REVIEW PLANS. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-8Q0-552- 7001 PRIOR TO BEGINNING .ANY EXCAVATION OR EARTHWORK. TEST PITS SHALL BE DUG BY HAND AS REQUIRED BASED ON FIELD CONDITIONS. 02 05/30/2019 ARB & LOR RESUBMISSION 2. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED ARE TO HAVE 6" OF TOP SOIL PLACED AND BE PERMANENTLY SEEDED -AND MULCHED IN. ACCORDANCE WITH VESCH THIRD EDITION 1992 SPECIFICATIONS. 03 06/05/2019 ARE & LOR RESUBMISSION 3. DIMENSIONS AND RADII ARE TO FACE OF CURB, WHERE APPLICABLE UNLESS OTHERWISE INDICATED. 04 06/21/2019 ARB & LOR RESUBMISSION 4. THE CONTRACTOR SHALL SECURE. ALL NECESSARY PERMITS FOR THIS PROJECT FROM ALBEMARLE COUNTY- 5. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE. CONTRACTORS RESPONSIBILITY AND AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. -. 6. THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. 7. STANDARD VDOT PRECAST STRUCTURES ARE CALLED FOR ON THE PLANS. THE CONTRACTOR MAY SUBSTITUTE VDOT. CAST IN -PLACE CONCRETE DRAINAGE STRUCTURES WHERE APPROPRIATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL INVERT ELEVATIONS SHOWN ON THE PLANS CAN BE MET BY ANY STRUCTURES USED ON THE PROJECT. 8. WHERE PLANS CALL FOR MATCHING EXISTING PAVEMENT THE ` CONTRACTOR SHALL PROVIDE CUT JOINT AND/OR ASPHALT OVERLAY. AS - DIRECTED BY THE ARCHITECT. 9. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY ETC.). ALL MATERIAL NOT SUITABLE FOR SUBGRADE.IN ITS PRESENT STATE. IF THE MATERIAL., AFTER REWORKING, REMAINS UNSUITABLE THEN THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVED MATERIAL. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OBTAIN APPROVAL BEFORE IMPORTING OFFSITE FILL MATERIAL ALL SUBGRADES SHALL BE PROOFROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFT MATERIAL SHALL BE REWORKED OR REPLACED. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY ASTM D-698,' STANDARD PROCTOR, 10. DAMAGE TO UTILITIES ( INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRECONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. 11. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE -NEW - CONDITION. 12. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR- IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. 13. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT SeawSlgnature THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY COUNTY INSPECTORS. - ,y t NLTH 14. PARKING SPACES SHALL BE DELINEATED BY FOUR INCH WIDE WHITE TRAFFIC PAINT. OTHER PAVEMENT MARKING SHALL BE DELINEATEDASSHOWN ON DRAWINGS WITH Off[ O KEVINTHORSTAD ry ...-.APPROPRIATE - 15. T COLQRS....,-.,r... ,.,;, .�,,,....�- „y,..,,,, f,•.,"14 �` LIGHTING USED TO ILLUMINATE PARKING AREAS SHALL n CE No. as BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY. 803 FROM ADJOINING RESIDENTIAL DISTRICTS AND. AWAY FROM /p- 9 R, 2 Lic. No. 53917 s G NAIL, ADJACENT ADJACENT STREETS. LIGHTING SPILL OVER ONTO PUBLIC a ROADS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. _ pBaDEsstoNwl' p�I•crName BANK OF AMERICA - RIO ROAD ELP 223-12094-00 REVISIONS: SCE' 1'= 20' V29/96 PEP. OWNER5 GOIMAFNT5 3/1V96 PER GOUNTY C.OWONT5 4/5/56 5/IQ/96 PER PER OWNERS COUNTY C.OW.ENTS GQM,ENTS 2 PLAN NO. T-21554 SHEETI PROTOTYPE LAYOUT 2 OF 3 1 \ I Description SCALE: 1" = 201-0II EXISTING CONDITIONS AND DEMOLITION PLAN GRAPHIC SCALE Scale 20 0 10 20 40 80 1-orTr1- NF 12mt51o1,1 Submittal Type Reviewed and Approved by the Co mu Development Department 1 " = 20'-0" C 1 10 Date =T� 9 Fil SD'P Fftln- 3S: NATIONS P1tNK AT I h <KLvEt> mic FtL13 �r ez(aW//60-_. Signature kuH &/Wll� N/F L.F. AND PATRICIA WOOD T.M. 61 PARCEL 124E D.B. 419 PG. 10 ZONED H.C. PRESENT USE: PUTT PUTT GOLF DONOT 1 \� `� SIGN TO REMAIN r► EX A, - EXISTING 0' EX ` O EASEM R A2 iDO NOT ENTER �t IGN TO EMAIN 1 / / { / 'I 1-F%LOCATED�AI / t------- 51q ' .F 1 ' � t , �•. W 6 .J 1 PROPOSED / i `— `�.- SHADE TREE sts 8: A � I i t6.2,, � ^ � ,l ,�� g• H.C. � I `` Im RELQ0A l SHADE T _ J i .I,00... LJA,, - �. 16.7: R :LOCATED 1� POLE .PROP SHADE s",, x �' 4' S/W i 3. LANDSCAPE AND LIGHTING PLAN 2G1HF: r1 `t HEM�TED S 1It 1 24. ==— — LASP WOODEN DUMPSTER ENCLOSURE WITH AD. p• // DUTY DETAIL 1,E PAD. \ 7 9• 11 0• a SEE DETAIL i& 2/C1.20 wj•K1 _Jll to \ t R�L,OCATED _ —i� U' 2 1 • HcMLC I 4, THPL L . . EXISTING ONE STORY BRICK BENCHMARK = E%. F.F.=520.70 JDRV 0 ANG r ; 1; SIGNS t LASP APPROXIMATE LOCATION OF rit. RELOCATED LIGHT POLE �i SET BACK OF CURB AGAINST 1 N/F ENCORE IN L I T.M. 61 PARCEL D.B. 867 PG. 5 ZONED CO PRESENT USE: i / - 20' R ; LIGHT POLE BASF,5 A4LREQUIRE LAs4. ATEATE�� WRSIGNSG�WAY,' THPL / WALK STRI 0 (TYP.) i 2 b — -. - 105 MIN. ffi -�-SEE Uffro'4@ FOR DRIVEWAY - r I VEWAY ` _ =-1477_ m m 10 / LANOSATEDING ---- \ - s2, RELOCATE SHADE TREER��Ep ILANDSCAPE BED - ---- --' ---- _ _ STATE ROUTE 631 RIO ROAU ----`------------------ = ��zz�_----_. ------------- - 90' R.O.W.) Q NEW LIGHT POLE AND FIXTURE. REPLACE EXISTING LIGHT FIXTURE, MOUNTING HEIGHT TO MATCH EXISTING. Q OUT OF SCOPE EXISTING LIGHT FIXTURES 15. Know what's below. Call before you dig. CAUTIONM The locations and elevations of existing underground utilities as shown on this drawing are only APPROXIMATE. No guarantee is 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 TREES SHRUBS M QUANTITYI BOTANICAL NAME COMMON NAME 2ZE EM I RLMARn THPL 7 ITHUJA PLICATA 'GREEN GIANT' 'GREEN GIANT' ARBORVITAE 6' MIN. HT. B & B MATCHED EXISTING LASP 3 ILAGERSTROMEMIA, INDICA & CVS. CRAPEMYRTLE 8-10' B & B MATCHED EXISTING 1. FINAL TREE STAKING DET PLACEMENT TO BE APPRI OWNER. 2. CONTRACTOR SHALL ASSI 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 2T fl0-BLACK RUBBER HOSE 0' 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 1J[121617TYsT[e3e7_l1 PREPARED PLATING SOIL PER SCALE: 1' = 20'-0" 3" MINIMUM OF MULCH TO MATCH EXISTING SOIL BERM TO HOLD WATER EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER PLANTING TO A DEPTH OF 12" i-Cl6yit�Idn4�1 SCARIFY SIDS OF HOLE TO 4" DEPTH MINIMUM ' u1r4= din!. IIr B&B OR CONTAINERIZED - SEE PLANT SCHEDULE '= 0 1[- 1 -1- -11 FOR ROOT BALL REQUIREMENTS (CUT AND „1- 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) 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. 8. 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. SOME PERENNIALS MAY REQUIRE 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' 17. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 6" ROUND STEEL POST WITH METAL CAP, TYP. HEAVY DUTY HINGE`, 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 TRASH ENCLOSURE VIEW FROM ENTRANCE CORRIDOR HEAVY DUTY PIPE BOLLARI SLIDE BOLT HARDWARE FOR WOOD SLA PADLOCK 8" STD. STEEL POST, FILL WITH 4000 PSI CONIC. FIELD PRIME & PAINT — PLACE WIRE MESH 3" FROM BOTTOM OF SLAB. CHAIR WIRE MESH 18" O.C. EACH WAY. EXPANSION JOINT 8" 450OPSI CONCRETE WITH MATERIAL & SEALANT — ION 10" W2.9xW2.9 WWF ). T� 6"x6" PRESSURE TREATED WOOD POST SINGLE SWING GATE J- W/ DOUBLE 5' HIGH PANELS TO FIT 4 10'-4" OPENING, AND GATE POSTS (SEE GATE DETAILS THIS SHEET) 2"x4" PRESSURE TREATED WOOD RAIL, -- TO EXCEED 8' :NGTH 6" PRESSURE TREATED WOOD SLATS EN TO RAILS W/ S.S. NAILS ' PRESSURE TED WOOD POST ' PRESSURE TREATED ) RAIL ERED BETWEEN RAILS SECTION 4000 PSI CONIC. FOOTING , I i I "PRESSURE TREATED ) RAIL ED 4" ABOVE GRADE :ONCRETE PIER PING. 2' 8" MIN. �P{ACTED SUBGRADE YV IL: 1. FOOTING DEPTH SUBJECT TO LOCAL CODES AND CONDITIONS. B&B OR CONTAINERIZED - SEE PLANT SCHEDULE FOR ROOT SPECIFICATIONS. ROOTBALL ELEVATION SHALL BE 2" ABOVE FINISH GRADE. COORDINATE WITH ,LJ BALL SPECIFICATIONS. 'I LANDSCAPE ARCHITECT PRIOR TO SETTING ROOTBALL ELEVATIONS. REMOVE TOP 1/3 OF BURLAP FROM B&B 6" COMPACTED TYPE A AGGREGATE SCARIFY SIDES OF HOLE TO ..,.- -' ROOT BALLS AND ANY NAILS/PINS, ETC. COMPACTED SUBGRADE PIPE BOLLARD 4" MIN. DEPTH. REMOVE 1/3 OF WIRE DETAIL COMPACT PLANTING SOIL BASKEr WHEREPR SENT. BENEATH ROOT BALL LARGE MATURING TREE 3 SHRUB & GROUNDCOVER PLANTING EX. HEAVY—DUTY CONCRETE 1 EX. WOODEN DUMSTER ENCLOSURE NOT TO SCALE NOT TO SCALE 4 NOT TO SCALE NOT TO SCALE Bank of America Rio Road ELP Renovation 1505 Putt Putt Place Charlottesville, VA SERIAL NUMBER: NRSP VERSION: BULLETIN: w w w. l i t t l e o n l i n e. c om This drawiog mdthe "gn shown are thepropnvy ofii#k D,wrafiedArrhikthtv1Cooex4*g. The reprookmm, copying -other nn ofthu droving wdthowthohme m mumt uprobobited and'"7 inomp.wW11 he mhjw to kgaraebon © Litde 2019 Issue Date & Issue Description By Check 01 (I 09 2019 OWNER'S REVIEW 02 05 30 2019 ARB & LOR RESUBMISSION 03 06 05 2019 ARB & LOR DIGITAL RESUBMISSION 04 0:6 21 2019 ARB & LOR DIGITAL RESUBMISSION Iseel/signsturs Lic. No. 53917 6-91-1 i BANK OF AMERICA — RIO ROAD ELP 223-12094-00 IPROTOTYPELAYOUT ICAD File Name (Description LANDSCAPE AND LIGHTING PLAN scale C 1.20 %n1 WEST PROPOSED ELEVATION v I 1 /8,1 = 1'—On �1SOUTH PROPOSED ELEVATION v� 1/8" = 1'—Oe EAST PROPOSED ELEVATION 03 1/8" = 1'-0e KEY NOTES Qt EXISTING WALL MOUNTED LIGHT FIXTURE TO BE REMOVED. O2 EXISTING WALL MOUNTED LIGHT FIXTURE TO BE REPLACED. Q NEW WALL MOUNTED LIGHT FIXTURE AT 8'-0" AFG. MODEL SH1. ® EXISTING FLOOD LIGHT TO BE REMOVED. Q NEW LIGHT FIXTURE TO BE LOCATED 15' AFG. MODEL SE2. WEST EXISTING ELEVATION v 1 /8° = 1'—Oe SOUTH EXISTING ELEVATION v� 1/8° = 1'-0° EAST EXISTING ELEVATION 1/8" = 1'-0" SHEET NOTES A. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS. Bank of America Rio Road ELP Renovation 1505 Putt Putt Place Charlottesville, VA SERIAL NUMBER: NRSP VERSION: BULLETIN: w w w. l i t t I e o n l i n e. c om This dmaxxg axdthe dengx rha. cr the p perry ofL}Jk Dnrrz edAnhY¢GvralCaru.&q TJx rrpmdunion, ropying oraJherxre afJhir draxdxg wifhoxJ Jheir wnthn wnrcnJ itprobibited and oxy iefdregemexJ will br exby2el Ja tegdarliore. © Li,de2W IIssue Date & Issue Description By Check 01 01 09 2019 OWNER'S REVIEW 02 05 30 2019 ARB & LOR RESUBMISSION 03 06 05 2019 ARB & LOR DIGITAL RESUBMISSION 04 06 19 2019 ARB & LOR DIGITAL RESUBMISSION BANK OF AMERICA - RIO ROAD ELP 223-12094-00 PROTOTYPE LAYOUT CAD File Name Description EXTERIOR ELEVATIONS Scale A J n 0- Y 1 E2.01 ►VI am CRIO ROAD EAST 0 ELECTRICAL SITE PLAN - NEW WORK 111 = 201-011 Al HE3 4 O O HE2 (NEW POLE) O7 Hu (No POLE) LUMINAIRE SCHEDULE (NP) = NEW POLE (CBO) CONTROLLED BY OTHERS SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNI NEWPOLECOUNI FIXTURE TYPE / MOUNTING / MANUFACTURER WATTAGE PER FIXTURE LUMEN OUTPUT BUG RATING 1 MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES LLF IN5 801 SINGLE 5 - (BO) CPY250-A-DM-F-20W-UL-WH40K / CANOPY MOUNT / CREE 20W 20DO B1-U0-G1 MATCH EXISTING XA-13XCC9001 REPLACE EXISTING FIXTURE 1.0 In2 BQt SINGLE 2 - (BO) CPY250-A-DM-F-20W-UL-WH40K / CANOPY MOUNT / CREE 20W 2000 B1-U0-G1 11' AFG - ADD NEW FIXTURE- MATCH EXISTING CANOPY HEIGHT 1.0 ® 3 DWI SINGLE 3 - (DW) LR6-18L40K / CANOPY MOUNT / CREE 22W 1050 B1-U0-G0 MATCH EXISTING GR8 TRIM RING REPLACE EXISTING FIXTURE 1.0 q( 2 GW1 DOUBLE (2Q90°) 4 (GW) OSQ-A-NM-5SH-B40K-U1_-BZ / POLE MOUNT / CREE 86W 10867 B4-U0-G3 MATCH EXISTING OSQ-DA-BZ REPLACE EXISTING FIXTURE 1.0 —® 5 HE1 SINGLE 5 (HE) ARE-EDG4MB-06-E-UL-BZ-52540K / POLE MOUNT / CREE 101 W 7930 B1-U0-G2 MATCH EXISTING OSQ-DA-BZ+BLSMF REPLACE EXISTING FIXTURE 1.0 1 HE2 (NP) SINGLE I 1 (HE) ARE-EDG4M&06-E-UL-BZ-52540K / POLE MOUNT / CREE 101 W 7930 B1-U0-G2 20' AFG OSQ-DA-BZ+BLSMF ADD NEW POLE AND FIXTURE 1.0 2 HK1 SINGLE 2 - (HK) OSQ-A-NM4ME-K40K-UL-BZ / POLE MOUNT / CREE 130W 13032 B2-UO-G2 MATCH EXISTING OSO-DA-BZ+BLSMF REPLACE EXISTING FIXTURE 1.0 1 HLI NP) SINGLE 1 1 (HL)OSQ-A-NM4ME-T40K-UL-BZ/POLE MOUNT/CREE 166W 16830 B24UO-G3 20'AFG OSO-DA-BZ+BLSMF ADD NEW POLE AND FIXTURE 1.0 4 SEI SINGLE 4 - (SE) SEC-EDG-3M-WM-02-E-UL-BZ-35040K / WALL MOUNT / CREE 25W 2027 B1-U0-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE 1.0 1 SE2 SINGLE 1 (SE) SEC-EDG-3M-WM-02-E-UL-BZ-350-40K / WALL MOUNT / CREE 25W 2027 B1-U0-G1 15' AFG ADD NEW FIXTURE 1.0 1 SH1 SINGLE 1 - (SH) SEC-EDG4M-WM-02-E-UL-BZ-35040K / WALL MOUNT / CREE 25W 2138 B1-U0-G1 8' AFG ADD NEW FIXTURE 1.0 NOTES: (1) LIGHT FIXTURES SHALL BE FLAT LENS AND FULL CUTOFF TYPE. (2) POLE MOUNTED FIXTURES ALONG PROPERTY LINE ARE TO INCLUDE BACK SHIELDING AND COMPLY WITH LOCAL LIGHT SPILL RESTRICTIONS. (3) 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. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND R PERTY NR SI E AL OR RURAL R S O NG DIS RI TS LL OT EE O E- LF FO TC N LE. GENERAL NOTES: A. SEE SHEET EO.01 FOR PROJECT DETAILS, SCHEDULES AND SPECIFICATIONS. ALL NOTES ON SHEET EO.01 SHALL APPLY TO THIS DRAWING. B. SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE MOUNTING HEIGHTS. C. ELECTRICAL PLANS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS EXCEPT WHERE DIMENSIONS ARE SHOWN. D. ALL WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF ALL RELATED OR AFFECTED SYSTEMS. E. ALL POWER OUTAGES SHALL BE COORDINATED WITH OWNER. F. THE ACTUAL NUMBER OF WIRES ARE NOT INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. E.C. SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM. G. ALL EMPTY CONDUIT RUNS SHALL BE PROVIDED WITH PULL STRINGS. F. ALL EXTERIOR LIGHTING FIXTURES ARE TO BE AUTOMATICALLY CONTROLLED BY EXISTING LIGHTING CONTROLS EQUIPMENT LOCATED WITHIN THE MAIN EQUIPMENT ROOM. CONTRACTOR SHALL RETAIN EXISTING LIGHTING CONTROLS AND PROVIDE ADDITIONAL COMPONENTS, WIRING, AND CONTROL DEVICES AS REQUIRED FOR A COMPLETE SYSTEM. SEE NOTES ON SHEET E0.01 AND GMR DRAWINGS FOR ADDITIONAL INFORMATION. G. ALL EXTERIOR LIGHTING CIRCUITS I FIXTURES SHALL OPERATE SIMULTANEOUSLY AND SHALL BE AUTOMATICALLY POWERED'ON' FROM DUSK UNTIL DAWN, UNLESS OTHERWISE NOTED. H. EXISTING FIXTURES TO BE REMOVED AND NOT REPLACED ARE NOT SHOWN ON PLANS. VERIFY FIXTURES TO BE REMOVED WITH ENGINEER OR GMR DRAWINGS (R1,R2,R3). REMOVE FIXTURE, SUPPORTS, WIRING, AND CONDUIT BACK TO SOURCE OR NEXT ACTIVE FIXTURE TO REMAIN. ANY CIRCUITS MADE SPARE BY DEMOLITION WORK SHALL BE TURNED TO'OFF' POSITION AND UPDATED ON PANEL SCHEDULE. GC SHALL PROVIDE PATCHING, PAINTING, AND WEATHERPROOFING AS REQUIRED. I. 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. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY INRESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. O NOTES: 1. EXTEND EXISTING 120V OR 208V EXTERIOR BRANCH CIRCUIT SERVING NEAREST LIGHT FIXTURES TO NEW BUILDING MOUNTED LIGHTING FIXTURES AS NECESSARY [2#10, 1#10G IN 3/4"C). CONTRACTOR SHALL BALANCE THE LOADS WHERE MORE THAN ONE EXISTING CIRCUIT IS AVAILABLE THE CONTRACTOR SHALL CONCEAL ALL BRANCH CIRCUIT WIRING WHERE POSSIBLE. EXPOSED CONDUIT AT BUILDING EXTERIOR SHALL ONLY BE USED WHERE ABSOLUTELY NECESSARY. IF EXPOSED CONDUIT IS DEEMED NECESSARY, CONTRACTOR SHALL COORDINATE LOCATION / USE WITH OWNER. ENSURE EXTERIOR BRANCH LIGHTING CIRCUIT IS AUTOMATICALLY CONTROLLED AND POWERED'ON' FROM DUSK -UNTIL -DAWN, UNLESS OTHERWISE NOTED. 2. PROVIDE AND INSTALL NEW WALL MOUNTED FIXTURE(S) AT BUILDING EXTERIOR AT MOUNTING HEIGHT AS SCHEDULED ON SHEET EO.01. COORDINATE FINAL LOCATION WITH EXISTING CONDITIONS AND PROVIDE MOUNTING HARDWARE AS WELL AS ANY CUTTING, PATCHING, PAINTING, AND FIREPROOFING / WATERPROOFING AS REQUIRED. 3. PROVIDE AND INSTALL NEW CANOPY MOUNTED FIXTURE(S) AT BUILDING EXTERIOR AT MOUNTING HEIGHT AS SCHEDULED ON SHEET EO.01. COORDINATE FINAL LOCATION WITH EXISTING CONDITIONS AND PROVIDE MOUNTING HARDWARE AS WELL AS ANY CUTTING, PATCHING, PAINTING, AND FIREPROOFING / WATERPROOFING AS REQUIRED. 4. PROVIDE AND INSTALL NEW FIXTURES) AT EXISTING WALL MOUNTED LOCATION, COORDINATE INSTALLATION W/ EXISTING STRUCTURE / CONDITIONS AND PROVIDE MOUNTING KIT & HARDWARE AS WELL AS ADDITIONAL CUTTING, PATCHING, PAINTING, AND FIREPROOFING / WATERPROOFING AS REQUIRED. CONNECT LIGHT FIXTURES TO EXISTING CIRCUITING, WITH EXISTING CONTROL TO REMAIN, UNLESS OTHERWISE NOTED. 5. PROVIDE AND INSTALL NEW FIXTURES AT EXISTING CANOPY AND CONNECT TO EXISTING LIGHTING CIRCUIT. COORDINATE INSTALLATION W/ EXISTING STRUCTURE / CONDITIONS AND PROVIDE MOUNTING KIT & HARDWARE AS WELL AS ADDITIONAL CUTTING, PATCHING, PAINTING, AND FIREPROOFING / WATERPROOFING AS REQUIRED. CONNECT LIGHT FIXTURES TO EXISTING CIRCUITING, WITH EXISTING CONTROL TO REMAIN, UNLESS OTHERWISE NOTED. 6. PROVIDE AND INSTALL NEW POLE MOUNTED FIXTURE(S) AT EXISTING POLE. COORDINATE INSTALLATION W/ EXISTING STRUCTURE / CONDITIONS AND PROVIDE MOUNTING KIT & HARDWARE AS WELL AS ADDITIONAL CUTTING, PATCHING, PAINTING, AND WATERPROOFING AS REQUIRED. CONNECT LIGHT FIXTURES TO EXISTING CIRCUITING, WITH EXISTING CONTROL TO REMAIN, UNLESS OTHERWISE NOTED. 7. PROVIDE NEW POLE, CONCRETE POLE BASE (W/ GROUNDING), AND POLE MOUNTED FIXTURE(S) AS SCHEDULED. SEE LIGHTING FIXTURE SCHEDULE AND POLE BASE DETAIL ON EO.01 FOR ADDITIONAL INFORMATION. 8. EXTEND 208V BRANCH LIGHTING CIRCUIT TO NEW POLE MOUNTED FIXTURES AS NECESSARY FROM NEAREST LIGHT FIXTURE CIRCUIT [2#8, WIOG IN 1-1/2"C). COORDINATE FINAL ROUTING WITH EXISTING CONDITIONS AND TRENCH THE PATH WITH THE LEASTAMOUNT OF DISTURBANCE TO EXISTING DRIVEWAYS AND SIDEWALKS. COORDINATE ALL WORK WITH OWNER AS REQUIRED. 9. PROVIDE EMERGENCY EGRESS 90 MINUTE BATTERY BACK-UP LED DRIVER INTEGRAL TO FIXTURE, OR REMOTE MOUNTED AS REQUIRED, AND WITH COLD -WEATHER RATING AS CONDITIONS DICTATE (IOTA#ILB-CP12 OR EQUAL, OR STANDARD 'EM'OPTION WITH SPECIFIED FIXTURE). 10. LOCATION OF EXISTING ELECTRICAL SOURCE PANELS, IN ELECTRICAL ROOM IN BACK -OF -HOUSE SPACE, FOR EXTERIOR LIGHTING CIRCUITS TO BE EXTENDED AS INDICATED. EXISTING TIMECLOCK AND CONTACTORS CONTROLLING ALL EXTERIOR LIGHTING CIRCUITS SHALL REMAIN IN PLACE AND BE RE -UTILIZED. PROVIDE POLE WITH *MOUNTING HEIGHT IS MEASURED FROM BOTTOM HAND HOLE ACCESSIBLE OF FIXTURE TO FINISH GRADE. CONTRACTOR TO TO GROUNDING LUG ---- COORDINATE POLE HEIGHT ACCORDINGLY. 1#6 STIR. COPPER WIRE CONNECT TO GROUND LUG FINISHED GRADE 36" 1Ilill111 ' 3� 1 e �B 2 POLE DETAIL E2.01 NTS 45 DEGREE CHAMFER ALL AROUND EXPOSED CONCRETE TO HAVE RUBBED FINISH #6G COPPER GROUND 1/2" X 8' COPPER CLAD GROUND ROD ANCHOR BOLTS AS FURNISHED BY MFR. TYPICAL *SEE FIXTURE CLARIFICATION NOTES ON EO.01. NEW BASE/POLE SHALMATCH EXISTING POLES ON SITE. SCHEDULE HT. A FB C 20' 4'-0" 1 2'-0" 1 4 5 ZN Bank of America Rio Road ELP Renovation 1505 Putt Putt Place Charlottesville, VA SERIAL NUMBER: NRSP VERSION: BULLETIN: w w w. I i t t I e o n I i n e. c o an Tho drmdng ad the drrigre rbama. 1M peuperty efIJ11/a DiwrnfudAgbitsrtarIG,.Ih q. TM rspmdkwb ,, tepy q oraberrue oftbu d..eg xrthoutthnrmtien mrtrext it probebindand any infirrgamert! ndObemlq'ert Jo logdarliox. © u"Il 2019 Issue Date & Issue Description By Check 01 01 09 OWNERS2019 REVIEW 02 05 30 2019 ARB & LOR RESUBMISSION 03 06 05 2019 ARB & LOR DIGITAL RESUBMISSION AN 04 06 19 2019 ARB & LOR DIGITAL RESUBMISSION s raP8lgnature S1*01 No. Project Name -""- BANK OF AMERICA — RIO ROAD ELP 223-12094-00 PROTOTYPELAYOUT CAD FIN Name ELECTRICAL SITE PLAN — NEW WORK Iscale ie — 20'-0w 0 5' 10' 20' 40' E2. 01 '(EH ro.0 1110 *0.0 ro.o ro.0 o '0.0 ro.o b.0 ® ro.0 .00 ro.0 ro.0 ro0 0 '0.0 b.0 "01 b.0 royo ro.0 1 ro.o ro.o ,01 ro.o ro.0 roO ,0.2 ro.0 ro.o ro.o roa ro2 .oro.o ro.o ro.1 ro..D ba 1 ro.o ro.1 ro.0 b.0 ro.1 "0.3 "0.9 ro.1 ro.1 ro.o ro.1 b.0 T. b.1 ro.7 ro.8 '2.4 .4` ro2 ro.1 ro.3 ro.o J '0.0 '0.1 ro.t •2.1 `3.5 '0.1 ro.0 M1 ro.o �- ro.7 "0.1 10.1 *0.2 10.3 '4.3 '4.8 110.1 ro.0 ro.t *0.1 '0.1 '0.7 '1.9 *4.1 "3.9 "f:6 ro.0 ro.1 ro.1 2 '0.3 "3.0 -4.7 10.0 ro.0 2 ro2 '03 ro.e 1.4 *2 *4.7 ro2 ro.0 ro.2 "0.0 10-1 ro.2 b2 '0.8 '1.7 * 0 '4.2 '3.7 7♦b.2 *0.0 ro.a 3 L.L '0.2 T. ro.3 ro.8 .8 \ -5.4 "3.7 1 ro.o ro.1 ro.9 ro.5 b'3 ro.4 ros 11.9 o '4.2 "1.7 " ro.1 ro.o b.t 'ti 1 •1.3 "0.6 '0.4 ro.4 ro.6 1 '3.9 *25 ro.8 .. 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TA "2.1 '2.0 "2.8 '4.6 4.9 .1 "3.5 ro.1 ro. ro.3 ,0 1 3 *1.5 "12 '2.0 "2.0 .0 '3.4 f ro.0 -GA ro.2.. ro.3 '1.0 ro.9 'Z "0.4 +++�I��� b.3 � V. b.7 .1 '0.1 -�\ -0.2 '0.2 10.5 10.9 '1.6..3 "0.1 ro.1 0.1 ro.1 '0.4 .9 .ro.1 ro.1 '0.1 ro.2 '0.6 ro.1ro.1 2 .3 10.1 ro.1 1 ro.2 ro.1 1 ro.1 ♦ ro.1 ro.1 ro.o 10.1 <-ro.1 ro.1 1 4. ro.1 ro.0 ro.0 1 b.1 *0.0 ro.0 ro.1 b.0 '0.0 ro.� ro.0 ro.0 b.o mm RIO ROAD EAST Al roD roD b0 X°Y.0 b.0 10.0 ro.0 1 E3.01 ELECTRICAL SITE - PHOTOMETRIC PLAN 1" = 20'-0" 1- LIGHTING CALCULATION GENERAL: • VISUAL LIGHTING 2017-2.09.0105 • ILLUMINATION LEVELS MEASURED AT Y ABOVE GRADE. • REFLECTANCE LEVELS AT 80/50120%(CEIUNG/WALUFLOOR). DESIGN BASIS: • FURNITURE / DAYLIGHT SOURCE / TASK LIGHTING / STRUCTURAL SUPPORTS ARCITECTURAL FEATURES NOT INCLUDED. • COLORED OR GRAPHIC WALLS, CHANGE IN GRADE WILL AFFECT FINAL LIGHTING LEVELS. • MANUFACTURER'S SPECIFICATIONS FOR LIGHT FIXTURES (COLOR TEMPERATURE, GLARE, LIGHT ENGINE, COEFFECIENT OF UTILIZATION, AND LUMEN OUTPUT). • PHOTOMETRIC FILES ARE OBTAINED THROUGH MANUFACTURER WEBSITES AND CONTAIN CORRECTION FACTORS. • FEILD PERFORMANCE MAY DIFFER PARTICULARLY IN REGARDS TO CHANGE IN LUMINOUS OUTPUTAS A RESULT OF DIFFERENCE IN AMBIENT TMPERATURE AND MOUNTING THE LUMINAIRE. LUMINAIRE SCHEDULE (NP) = NEW POLE (CBO) CONTROLLED BY OTHERS SYMBOL QTY LABEL FIXTURE ARRANGEMENT TOTAL FIXTURE COUNI NEW POLE COUN1 FIXTURE TYPE / MOUNTING / MANUFACTURER WATTAGE PER FIXTURE LUMEN OUTPUT BUG RATING MOUNTING HEIGHT MOUNTING ACCESSORIES NOTES LLF BE 5 BO7 SINGLE 5 (BO) CPY250-A-DM-F-20W-UL-WH40K / CANOPY MOUNT / CREE 20W 20M Bt-U0-G1 MATCH EXISTING XA-BXCC9001 REPLACE EXISTING FIXTURE 1.0 2 BQ1 SINGLE 2 - (BO) CPY250-A-DM-F-20W-UL-WH40KI CANOPY MOUNT / CREE 20W 2000 B1-U0-G1 11' AFG ADD NEW FIXTURE - MATCH EXISTING CANOPY HEIGHT 1.0 3 DWI SINGLE 3 - (DWI LR6-18L40K / CANOPY MOUNT I CREE 22W 1050 B1-U0-G0 MATCH EXISTING GR8 TRIM RING REPLACE EXISTING FIXTURE 1.0 q[ 2 GW1 DOUBLE (2@90') 4 (GW) OSQ-A-NM-5SH-B40K-UL-BZ / POLE MOUNT / CREE 86W 10867 B4-UO-G3 MATCH EXISTING OSQ-DA-BZ REPLACE EXISTING FIXTURE 1.0 -® 5 HE1 SINGLE 5 1 - (HE) ARE-EDG4MB-O6-E-UL-BZ-52 4OK / OL OUNT / CREE 101 W 7930 81-1.10-G2 MATCH EXISTING OSQ-DA-BZ+BLSMF REPLACE EXISTING FIXTURE 1.0 1 HE2 (NP) SINGLE 1 I (HE) ARE-EDG4MB-OB-E-UL-BZ-S !R / CREE 101 W 79W Bl-UO-G2 20' AFG OSQ-DA-BZ+BLSMF ADD NEW POLE AND FIXTURE 1.0 2 HKI SINGLE 2 1 (HK) OSQ-A-NM-4ME-K40K-UL-BZ / POLE MOUNT / CREE 130W 13032 B2-UD-G2 MATCH EXISTING OSO-DA-BZ+BLSMF REPLACE EXISTING FIXTURE 1.0 1 HLt (NP) SINGLE 1 1 (HL) OSQ-A-NM4ME-T40K-UL-BZ / POLE MOUNT CREE 166W 16830 B2-U0-G3 20' AFG OSQ-DA-BZ+BLSMF ADD NEW POLE AND FIXTURE 1.0 ® 4 SEl SINGLE 4 - (SE) SEC-EDG-3M-WM-02-E-UL-BZ-35040K / WALL MOUNT / CREE 25W 2027 Bt-U0-G1 MATCH EXISTING - REPLACE EXISTING FIXTURE 1.0 ® 1 SE2 SINGLE 1 - (SE) SEC-EDG-3M-WM-02-E-UL-BZ-35040K / WALL MOUNT/ CREE 25W 2027 B1-U0-G1 1V AFG ADD NEW FIXTURE 1.0 ® 1 SHI SINGLE 1 - (SH) SEC-EDG4M-WM-02-E-UL-BZ-35040K / WALL MOUNT / CREE 25W 213E Bl-U0-G1 8' AFG ADD NEW FIXTURE 1.0 NOTES: (1) LIGHT FIXTURES SHALL BE FLAT LENS AND FULL CUTOFF TYPE. (2) POLE MOUNTED FIXTURES ALONG PROPERTY LINE ARE TO INCLUDE BACK SHIELDING AND COMPLY WITH LOCAL LIGHT SPILL RESTRICTIONS. (3) 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. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY INRESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. ' Bank of America Rio Road ELP Renovation 1505 Putt Putt Place Charlottesville, VA SERIAL NUMBER: NRSP VERSION: BULLETIN: w w w. I i t t I e o n I i n e. c o m Thir &caixg and/hr deng# A wn an lhr property ofLilNe Diwrsrd; LehiRr(xmlCaemlrin7i The mpmdaSow, mpyisg or ehr . of Ihir droving aitbw Iharwti n mmect Lpmbibiedand any (Nf/fHgPn/OIJ WIl rl.° MDjBli /0 Irg4I tlt}mn. © 14t& 7019 Issue Data &Issue Description By Check 01 01 09 2019 OWNERS REVIEW 02 05 30 2019 ARB & LOR RESUBMISSION 03 06 05 2019 ARB & LOR DIGITAL RESUBMISSION 04 06 19 2019 ARB & LOR DIGITAL RESUBMISSION SeallSignature SMIMi IM Project Name BANK OF AMERICA - RIO ROAD ELP 223-12094-00 PROTOTYPE LAYOUT CAD File Name ELECTRICAL SITE PLAN - PHOTOMETRIC Scale 1' = 20'-0• 0 5' 10' 20' 40' E3.01 'A PLAN NORTH