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HomeMy WebLinkAboutSDP202200046 Plan - Revision 2023-01-17SITE DATA: TAX MAP PARCEL AND OWNER INFO PREMIER CIRCLE VSH BUILDING 061MO-00-00-00600 PHA PREMIER CIRCLE LLC 682 BERKMAR CIRCLE CHARLOTTESVILLE,VA 22901 ZMA202000011 SE202000023 SDP202200019 TOTAL SITE AREA: 3.75 ACRES BLOCK 2 AREA: 2.72 ACRES (0.73 AC. PHASE 1; 1.99 AC. PHASE 2) BLOCK 1 AREA: 1.03 ACRES EXISTING IMPERVIOUS AREA: 2.38 ACRES PROPOSED IMPERVIOUS AREA: 2.33 ACRES LIMITS OF DISTURBANCE: 1.90 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP PREMIER CIRCLE LEGAL INSTRUMENT INFO: 28 IMPERIAL DRIVE STAUNTON, VA 24401 JOSEPH C. MEDLEY, L.S. (540) 885-0920 CONDUCTED:01/29/2021 OWNERS ASSOCIATION LOTS 1-7 (PARCEL X & 50' ACCESS EASEMENT) DB. 797, PG. 242 INSTRUMENT # 202100004402 MAGISTERIAL DISTRICT: RIO HORIZONTAL DATUM REFERENCE: NAD83 VERTICAL DATUM REFERENCE: NAVD88 MISS UTILITY TICKET NUMBER: B100500734-OOB CURRENT USE: HOTELINN PROPOSED USE: PHASE 1: SPECIAL NEEDS HOUSING (80 UNITS LESS THAN 500 SF EACH) AFFORDABLE UNITS REQUIRED PER ZMA2020-00011: 48 UNITS AFFORDABLE UNITS PROPOSED: 80 UNITS ZONING: NEIGHBORHOOD MODEL DISTRICT BLOCK 1: NON-RESIDENTIAL BLOCK 2: MIXED -USE OR RESIDENTIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR AIRPORT IMPACT AREA SETBACKS BLOCK 1 FRONT AT ENTRANCE CORRIDOR: 30FT MIN. AND 50 FT MAX. FRONT: 10 FT MIN. AND 50 FT MAX. SIDE: 5 FT MIN AND NO MAX. REAR: 10 FT MIN AND NO MAX. BLOCK 2 FRONT: 5 FT MIN AND NO MAX. SIDE: 0 FT MIN. AND NO MAX. REAR: 5 FT MIN. AND NO MAX. ADJACENT PROPERTIES: NORTH - RESIDENTIAL(R2) EAST - COMMERCIAL (Cl) SOUTH - SEMINOLE TRAIL WEST - COMMERCIAL (Cl) WELAND IMPACTS: NONE WATER SUPPLY: THIS PROJECT IS NOT IN A PUBLIC WATER SUPPLY WATERSHED. DRAINAGE DISTRICT: MEADOW CREEK THERE ARE MANAGED STEEP SLOPES LOCATED AROUND THE PERIMETER OF THE PARCEL THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN MAXIMUM BUILDING HEIGHT: BLOCK 2: 50 FT (4 STORIES) PROPOSED BUILDING HEIGHT: PHASE 1 (BLOCK 2): 46 FT PARKING REQUIRED: PHASE 1: 0.35 SPACES PER UNIT LESS THAN 500 SF * 80 UNITS = 28 SPACES PHASE 2: 1.3 SPACES PER UNIT * 60 UNITS = 78 SPACES ANTICIPATED PHASE 3: 1 SPACE PER 100 SQUARE FEET OF RETAIL = 50 SPACES ANTICIPATED EXISTING BUILDINGS TO REMAIN PARKING REQUIRED: 0.35 SPACES PER UNIT LESS THAN 500 SF * 41 UNITS = 15 SPACES EXISTING PARKING: 130 SPACES TOTAL PARKING PROVIDED: PHASE 1: 28 SPACES ADA PARKING REQUIRED: PHASE 1: TOTAL SPACES PROVIDED / 25 = 3 SPACES ADA PARKING PROVIDED: PHASE 1: 3 SPACES EXISTING BUILDINGS REMAINING PARKING: 45 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVE THIS BUILDING THAT IS IS LOCATED ON THE EAST CORNER OF THE MIDDLE BUILDING. THIS HYDRANT WILL REMAIN AND TWO ADDITIONAL HYDRANTS WILL BE INSTALLED ON SITE. PROJECT TIMING: THE ANTICIPATED START DATE FOR CONSTRUCTION OF PHASE 1 IS SPRING 2023. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12-18 MONTHS. SITE: 1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTED DISTRICT 2. THE SITE IS LOCATED WITH THE MEADOW CREEK WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. FINAL SITE PLAN SPD2022-00046 405 PREMIER CIRCLE COUNTY OF ALBEMARLE, VIRGINIA 01/17/2023 AO LR S� SOS SO' f Cha, oye,vil lc Fcst ion SRua, W�V1N 3 M0N hss' M P GO ? h"•,n °b z` PROJECT O" a LOCATION 5 x ` Cp54ro t „� . Ga£ � sJOA d co of Cq.,., VICINITY MAP SCALE: 1" = 110001 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 DEVELOPER: VIRGINIA SUPPORTIVE HOUSING P.O. BOX 8585 RICHMOND, VIRGINIA 23226 CONTACT: JULIE ANDERSON TELEPHONE: (804) 836-1062 TRIP GENERATION TABLE: LAND USE 11TECODE1 AMCR.NT UNITS WEEKDAY ADT AM PEAK HOLES Pill PEAR HOUR II•1 dfT TOTAL I (N I CJT I TOTAL Existing Lke Motel 320 11S ROOMS 365 1 15 28 44 1 24 1 26 194 Existing Total 365 1 16 28 44 24 20 44 d Zoning Ger•eral OfFire ?lU 15 C'1-3 SF `GFA1 166 35 G 41 3 15. 19 hlultifamaty HGuJ - Lax Rise 22G 140 GYellin Un is 1.018 15 51 GG SG 29 80 04iad Total 1.1H6 tt:: .57 1n7 5T 45 911 Ntt Increase (Proposed! - Existing) Wt 39 29 G3 29 25 54 SOURCE: InstiWIL of Transportation Elglxt:rs' Trip GenerDhon Mon ual 10th Edl tion 12027) (PHASE Sheet List Table Sheet Number Sheet Title CO.0 COVER C0.1 OVERALL PHASING PLAN C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 RETAINING WALL NOTES & DETAILS C1.3 RETAINING WALL NOTES & DETAILS C1.4 PROFFERS C2.0 EXISTING CONDITIONS NOTES C2.1 EXISTING CONDITIONS C2.2 DEMOLITION PLAN C4.0 SITE LAYOUT C5.0 GRADING AND DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 INLET DRAINAGE AREA MAP C7.0 PROFILES L1.1 PHASE 1 LANDSCAPE PLAN L1.2 PHASE 1 DETAIL LANDSCAPE PLAN L1.3 COURTYARD LAYOUT PLAN L1.4 GARDEN LAYOUT PLAN L1.5 COURTYARD GRADING PLAN L1.6 GARDEN GRADING PLAN L2.1 PHASE 1 LANDSCAPE NOTES AND DETAILS L2.2 PHASE 1 DETAIL LANDSCAPE NOTES AND DETAILS L3.1 PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN L4.1 PHASE 1 LIGHTING CUT SHEETS L4.2 PHASE 1 LIGHTING CUT SHEETS L4.3 PHASE 1 LIGHTING CUT SHEETS L4.4 PHASE 1 LIGHTING CUT SHEETS L5.1 SITE DETAILS # OF SHEETS = 33 29 IL Development Square Footage Proposed and Residential Density (Section 20A.b and c) TABLE B. DENSITY, HOUSING TYPE, AND NON-RESIDENTIAL USE BY BLOCK BI APPROX. MIN. MAX. MAX PERMITTED MAX NON- MIN NOW MA%NON- BLOCx DWELLING DWELLING PROTECT HOUSING RESIDENT. SINGIE RESIDENF. RESIDENT. Sim UNITS UNITS' GROSS TYPES BUILDING GROSSBUIIDING GROSS BUILDING DENNTY FOOTPRINT(SF) AREA AREA BLOCK tB'soo 0 01 ODUA NAL 20,000s 5,000 40,000 Non- SF(1.07 Residential acres) 18IMx2 116,74D 80 1401 37 DUA Multifamily, 5,000 0 35,000 Mged-Use SF(2.68 Special vesl N.& Reddentel Housing TOTAL 163,335 80 140 37 MA MF, 51411 20,000s 5,000 40,000 SF (3.75 aces) III. Green Space, Amenities (Section 20A.5d) and Recreational Facilities TABLE C. MINIMUM GREEN SPACE AND AMENITIES BY BLOCK AMENITY AMENITY AMENITIES GREEN GREEN GREEN SPACE AMENITY AREA AREA SPACE SPACE ELEMENTS St GREEN MIN SF % MIN SF % SPACE % Block 4,661 10% Courtyard/Plan, 9,322 2D% Entrance 20% Non- (4,661 of Landscaping, (9,322 of Corridor Residential 46,609 Seating, 46,6D9 Landscape total SF) Streetscape, total SF) and Playgrounds Streetscape Block 11,674 10% Outdoor 23,348 20% Landscaped 20% Mixed -Use (11,674 of Courtyards/Plazas (23,348 Bufferand or 116,740 with Landscaping of Streetscape Residential total SF) and Seating; 116,740 at Premier Meditative Garden; total SF) Indoor Community Rooms; Indoor Computer Rooms, Playgrounds TOTAL 16,335s 10% 32,670 20% 2D% (16,335 of (32,670 163,350 of total SF) 163,350 total SF) SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE 6 %III.NNN'l N'ALlIR I le `.,�010571 I �� k>X,11 11'L\ U) 0 0 tD 0 0 H w w_ U a z O in of O r N Z 0 f LM Z O c }F U H z w = , z U O g 0 L O F > U Ln w w i e Of O L Z U gze a a 2 l L L w F J U7 t Q J ze z L Q N O O v-I -'moo DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A Uj Q 2 (V� V z 0 Q F.4 > W p W U _ _ O U Q cc W m J a W J U Q/ L 1- 4 U W W 0/ L CL JOB NO. 46555 SHEET NO. C0.0 E L / \ MON (F) / I II IIIIIIII I WIRE III I III FENCE / \ IIIIIIII \ \ IIIII101 I 20'PARKING20C \ 17 I %1., SAT SETBACKLINE TMP61M-1-23 / \DISH ` / BEN✓AMIN KARL & CARLY ERIN / -- SAMS / DB. 4643, PG. 602 / \ I / C CHAIN -LINK TMP 61W-1-C-1 lit I I I l If /y // / / _ \ \�` _ FENCE / CHALLENGER WAYLLC //� I I I II �/ // / •• \_ \ / \ DB. 4783, PG. 672 III 1 / ~ / / 50'SETBACKLINE / \ / / l 1 I / / / \ N/.� (FROMBERKELEY SUBDIVISION) 16 TMP 61 M-1-22 , / DB.899PG.333 Od 106 COMMONWEAL TH ALE\� \ / CIRCLE, LLC l If / I r / / / I\ SUP\ DB.5141, PG.638 / / / \\ \ � `C(iAIVILINK / �F€NCE / \ If I l I �// / / / / c \ ELEC. PPL TMP61M-1-21 \ \ THOMAS M. & PAULA DALY / TMP61W-1-C-6 \ O l l l / / / l /b�/ / \ \ ` \ - - \ ��T'9� / H DB. 3425, PG. 126ES THE 29GROUP, LLC / /l / l / / _ \ J DB. 5448, PG. 13 , l / / ZMA2020-00011 / l l� /ll / l / / / '�\.` \A8pA80� RONri / BLOCK 2 I„ = d ,l ; / l / // / / / b� , \ \� \ \ ` \ / \ \ / IR At / — % / � / / I \ \ \ \ \ CHAIN -LINK/ TMPLOGA20 FENCE CASTUITAN PHASE 2 / /I /li -_ \ // \\ DB. 5351, PG. 65 �h/ ' FjOTENTIAL LOCATION OF I / _ -_ _5� �\ ' P FUTURE RESIDENTIAL / / ` \ \ \ \\ /Sol/ J BUILDING BY OTHERS 1 i�RO/// TMP 61W-1-C-2 / / THE 29 GROUP, LLC / / / / l / ~ J / I l / l / DB. 5448, PG. 13 j� //� // / / / / I J /l l l / l /d fEXCEPTIONM) i DEC / — \ MHS IRO(1/ i-\ \ (STRUCTURE ` \ 475/' — — — — I 8i, /� ® --a, \ABANDONED) \ — — — (F)r_S/ Q TTT14��47...2- O NIIER CIR 4 b11/ ANC �+,SEMENT/ // / /, � I i / � � I \\ � A 5p• ACCESS \- TMP61W-1-C-3 ///////j / / / / / �' \\ g21 5 242 \\ / �'PC SO INLET W_/GRATE '(ION pG THE 29 GROUP, LLC/ 0� / EXOEP— DB. 5448, PG. 13 //// /// / / / / / / _ / j / , \ \F-18"RCP - TOP=470.43' - — / 15 E I / Q PHAS� 1 / / / / 6"x 6" \\ — INV IN=468 (ENT .) EX. 20'ACSA (NTR.) �/ / ^0 6� / /\� �8 / SAN/TARYSEWER ( . VIRGINIA(SUPPORTIVE HOUSING / / / b / — ® BOLD \\ '18"R P ) MHS EASEMENT IRONF 4-STORIES / / / ('Ty .) OUT= ' 18'"RCP / / P \ TOP=472.49' OB. 899, PG. 327 SO CURB INLET W/MHD G SdUNIT$ (3.0'x3.3) ( ) INV IN=466.19'6" IRON (F) TOP=471.72' INV 1N=466.676" (SE)SE) / I \ p1ti i INV 1N=466.52' 18"RCP INV OUT=466.29' 6" TO I , I / INV. OUT=466.43' 18" RCP MHS 4„ TOP 476 07 201 / INV IN==469.92' 8'RPVCD MHS MHD INV OUT=469.77 8"PVC TOP=469.62' TOP=475.41' INV IN=46382'4"PVC //,// / � ' , '�- I , , / I INV IN=469.45'21"RCP INV IN=46330'6"TC(S JGp%/�/ /� / INV OUT=469.43'21"RCP I INV OUT=463.09'6"TC I / yv1. l / l fell// Q5 �Ill�///I/ ` I TMP61W-1-C-4l/I�IIIj THE 29GROUP, LLC Oil 1 I 1 DB. 5096, PG. 510 /I I 1 II /f \/: ZMA2020-00 11 ---- BLOCK C ---- I/ O Lo ca I I �/ /% ' I PHASE 3 POTENTIAL LOCATION OF FUTURE 15' VEPCO EASEMENT b / y a d / / NON-RESIDENTIAL BUILDING BY OTHERS OB. 920, PG. TE) l I s� (APPROXIMATE) L26 — --f — --1 — 14 — /sa roe' 81' 1 N /____eH ______ __ - - - - UGP _ — _ —_ __ — — —480 _ ' IROOH S - -- - - - - - - - - - - - — - - - -- - -�------------- - --- ___ — -- — -- - --- — ---- — _ — — — \ IlF — — — — — — — — m ib vv ( II V Imm I W11A A I \ I I1 /EX. 20'ACSA WATER -LINE EASEMENT DB. 903, PG. 374 I \I ' A / IY (ENTR.) I I � I � l 73 mI A264 172 I — — I 2682' HC 1/ II EX 20'ACSA WATERLINE EASEMENT DB. 850, PG. 368 12 EX 20'ACSA WATERLINE EASEMENT DB. 839, PG. 712 18"RCP IRON (F) 30' SETBACK LINE 16 C&G 8 C&G RON (S) SO CURB INLET W/MHD SD CURB INLET W/ MHD BENT OB. 899, PG. 333 O Ob �O 18 i6 P.O.B. TOP=471. i f' TOP=469.38' FOR MW-1-C-4 10 15' VEPCO EASEMENT 08 INV. OUT=464.53' 18"RCP INV. C/L BOT=44589' 18"RCP S44-3FROM 'E, 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT DB. 920, PG. 609 f0'P KING FROM SET /RON FOR VIRGINIA ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE DB. 284, PG. 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL 575' TO WESTFIELD 630' TO PREMIER VAR. WIDTH R/W mg*ROAD AND ROUTE CIRCLE AND ROUTE Do- 291NTERSECTION I 29INTERSECTION TMP 6IM-4 ✓AISHIV, LLC DB. 1572, PG. 543 TMP 61M-3 M&H REAL TY SEVEN, LLC DB. 4572, PG. 157 I I WIRE FENCE // I TMP61M-1- GEORGEANDER ELIZA J. KING,' DB. 1878, PG. \ \ \ \ \ \ CHAIN -LINK FENCE VRON (S) (ENTR.) MHS TOP=469.54' \ INV. 1N=461.24'8"PVC (SW) INV. IN=461.24' 8"PVC (SE) INV. OUT=461.19'8"PVC SCALE 1 "=30' 0 30, 60' O��L:�LTy op t% %TFL•-Ix M WALTER y I.IC, Vc�>�0=057151 rn E O N U N � > E w ° E Y LL o 3 0 LL wLL o L ti Q j Uip M � N E W y M 3- 0 � X K i (n � c U j k H aui O rnco � M as IDH 0 H 0 w x z 0 m O AL F v z LD LLJ =3 0 z Ova 0 0L .�. OLLF W 3 z L � w w > 0 z u e gz� wgL w F J (n� z " Z li L Q rv�O•-� DATE 612112022 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1" = 30' JOB NO. 46555 SHEET NO. Co.1 c a c d 0 3 a 7 9X o a0 2N 00 a o 2 C m_ m a0 O w Z zN O d 2 a 0m o� a 2 Y J yvm x C 0.0 0,6 2 2 h m = 0 E M 0 m 06 a � �a !0 'a 0 m m o m 6 � 2 m m A = =s m s. E h w _ E L GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03. 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY BUILDING NOTES: 1. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. 2. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED INT EH BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 3. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. ALL ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. FIRE SAFETY NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL HAZARDS SUCH AS FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. SITE PLAN LEGEND 101 w WATER STORM PIPE 100 100 STORM MANHOLE DROP INLET & STRUCTURE NO. CURB CURB & GUTTER _ = LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR f TC 725.94 PROPOSED SPOT ELEVATION O PARKING COUNT ANCHOR Vvi i n 78 RCDAm IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP GRADING TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS FC = FACE OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY EXISTING PAVEMENT PROPOSED PAVEMENT a SAWCUT THROUGH o MATCH EX. CROSS U EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2"•+ ,K/ I / COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 7-1/2" GTH 0.5' FROM EP PRECAST CONCRETE WHEEL STOP BOLLARD DETAIL No Scale No Scale 2" R TOP OF CURB 21,'�~ 1" R 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONC. FOOTING THE DEPTH OF CURB MAY BE t 4" A MINIMUM OF 13" AND A e' ' MAXIMUM OF 19" SURFACE s 16" •.p of BASE CONTINUE STONE BASE VDOT A-3 CONCRETE ! FROM ADJACENT PAVEMENT •r "'°' SECTION UNDER CURB 2 4" MIN. VDOT STANDARD CG-3 CURB No Scale 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= I/4' ti. CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK 4 f.. COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. d .. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6X6 W2.9XW2.9 SILICONE SEALANT 2„ .10" 3,000 PSI AIR ENTRAINED PORTLAND EMENT CONCRETE " TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION I No Scale 1 1 �OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL O��L:�4Ty 0�.1� �bloc• o 1TKINM %\ALTL•Ry l.ic�, No402057151 rn E 0 N U N � ¢ o > E w Oi E Y U T 3 ¢LL:v 3 0 LL o cl, ¢ j Uib W J -uj .. d (A O MN z F ° M� 31OF ¢ gig w 0 Q ID c U j a rn O N � M a � oID Ci 0 x x H 0 w w_ x z 0 Ln 0 Al- z O a F v Z( ui z0� O 0 L o F W U ♦nL 3z; w w . > g . �0I z U g3� w~ a. L w F W L J (n z i Z iiL F ti rn � n Q ry o 0 ti DATE 612112022 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A JOB NO. 46555 SHEET NO. C1.0 M. c 0 d 0 3 a 90 20 am 2Nz m aO o 2 c mw ,2d m a8 O w 0�0 h Od a 20 S. 2 .§ a w m .Z Y 2° m X C 0 0 016 zE 2 2N m c w0 E `o E M 0 m 06 a c Aa '0 'a 0 m m 2 m � 2 m m A = =s m 5E w� _ E L ,,CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) � 0 0 PER VDOT 8' 5' 8' 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-2 CURB No Scale 1 FACE OF CURB PAINTED STRIPE (TYPICAL) 1 REGULAR SPACE VDOT A-3 CONCRETE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB SIGNAGE NOTES 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" r(TYP.) f� 12 (TYP.) STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE STOP STRIPING & SIGNAGE NOTES & DETAILS No Scale CONIC. S 4" (MIN.) 1 1/2"A 1 GAUGE STEEL TUBING BIKE RACK @ 48" O.C. (TYP.) WELD ALL-AROUND SEE ACCEPTABLE INSTALLATION HARDWARE NOTE SEE FINISHED GRADE NOTE * -SEE FINII DETAIL 1-A GRADE NOTE N CONIC. BASE BLOCK SURFACE MOUNT WITH BASE PLATE-INDI OVIDUAL RACK DETAIL 1-B 1IT-11 GAUGE STEEL TUBING BIKE RACK @ 48" O.C. (TYP.) T-UP ASSEMBLY ACCEPTED C CHANNEL BASE WELD ALL-AROUND (TYP.) SEE FINISHED GRADE NOTE SEE ACCEPTABLE INSTALLATION HARDWARE NOTE 2 SURFACE MOUNT WITH BASE PLATE -MULTIPLE RACK * FINISHED GRADE FOR ALL DETAILS SHALL BE: A. INTERLOCKING CONIC. OR BRICK PAVERS, OR 1 1/7-11 GAUGE STEEL TUBING B. 4" CONIC. SIDEWALK, OR BIKE RACK @ 48" O.C. (TYP.) C. UNPAVED GRADEIGRASS STRIP SEE FINISHED GRADE NOTE * *ACCEPTABLE INSTALLATION HARDWARE: CONC. BASE BLOCK (TYP.) A. CONCRETE WEDGE ANCHOR BOLT OR TAMPER -PROOF STUD ANCHOR (RAWL OR rTUBES MUST BE SECURED MIN. APPROVED EQUAL) y 9" BELOW PAVERS ,1 B. ASPHALT PAVEMENT: LANDSCAPE NAILS O IN -GROUND MOUNT (6" - 12" LONG SPIKES, TYPICALLY 1/4" TO 3/8" IN MIN. OF 2 STUDS PER MOUNTING PLATE) NOTES: 1. ALL RACKS 6 BASE PLATES SHALL BE HOT -DIP GALVANIZED, THERMOPLASTIC, OR STAINLESS STEEL FINISH. 2. BICYCLE RACK DESIGN AND LAYOUT SHALL BE AS RECOMMENDED BY THE "BICYCLE PARKING GUIDELINES" AS ADOPTED BY THE ASSOCIATION OF PEDESTRIAN AND BICYCLE PROFFESSIONALS (W W W.APBP.ORG). OTHER RACK STYLES MEETING THESE GUIDELINES ARE ACCEPTABLE. L ANGLED F c i SIDE -BY -SIDE NOTES: 1. ALL MEASUREMENTS ARE ON CENTER 2. ADEQUATE AREA TO MANEUVER BICYCLES TO ACCESS BICYCLE PARKING SPACES REQUIRED 3. BICYCLE PARKING SHALL NOT ENCROACH UPON ACCESSIBLE PATHS 4. BICYCLE PARKING SPACES SHALL BE A MINIMUM 12" FROM VEHICULAR PARKING, VEHICULAR TRAVELWAYS, AND VERTICAL SURFACES EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING B" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL M" Min VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. ��yy�1�P1m��LL1�T1y ��yI(yy�P�B�J� TTY •AA1- AAA) F� AIM! - W RE TOW AWAY ZONE [TOW AWAY ZONE TVAN 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 36" 44" MIN. a a 4 N 18 MIN. I - I`-17.5"� • 37" MIN. 24" Min 1 IN WINGNUT LOCKING ASSEMBLY BYPASS L- f NOTES: END -TO -END 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. ^ ' " ' NO. DATE DESCRIPTION INTT. 2.6.10 BICYCLE PARKING 2,6.10 BICYCLE PARKING PAGE DETAIL (TYP.) DETAIL (TYP.) PAGE 2 of 2 1 OF 2 DI-3A. 38, 3C CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWINGz HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48;1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 1� 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10i1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ' 12 T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER i 121 MAXCROSSES \ AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY A CURB REGARDLESS OF WHETHER SIDEWALK IS E%)STING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 120 MAX n� PERPENDICULAR TO THE CURB. ** 5' MIN 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT X 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. T , EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT JK.W. , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LADING AREA MAY INCLUDE THE GUTTER PAN. - 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME 1.6"-2.4" C-C N CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - 0 0 0 0 0 0 0 0 0 0 0 0 - THE BACK OF CURB. - 0 0 0 O 0 0 0 0 0 O O O LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + < 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 507. 65X OF BASE DIAMETER 00000000000000 0 TOP DIAMETER -DETECTABLE WARNING c AT BACK OF CURB SEE NOTE 12. L 0.94" I` BASE DIAMETER L_ VARIABLE FULL WIDTH OF RAMP FLOOR _I E PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 -FOR DETAILS OF INLET TYPICAL METER VAULT (1 1 /2" METER NTS FIG. W-7B EXPANSION JOINT EWA I nnnnnnnnnnnn����nnnnn��������1 ms luulnnnnnnnnnnnnnnnnnnnnnnnnnnnnl L�I • -• •• • • • -• • I` 11 �B �s -qN BA I SECTION A -A /- KEYED CONST. JOINT T-10" i 1 216 WARPED 2„ CUTTER BARS A -APPROACH /fin / GUTTER - I - - - - - - - - - - - - - - - - - - - - - - - - - ...•;..,- I 0 D - - - BARS F BARS E L� B FI *Y' DIAMETER • BARS E WEEP HOLE FRONT ELEVATION BARS F BARS e (GUTTER REMOVED) I N-O" II_ 5XI/�' BENT*PLATE SECTION B-B 0TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDSL2%p"X21/p"XI/4" GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH 12" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ PR. PAVEMENT DI-38 L DI-3C L WARPED PAVEMENT B FLOW s FLOW I FLOW • 1-p, 1 I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDO-r FT ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET SHEET 1 OF 2 REVISION DATE 12 - 30" PIPE: MAXIMUM DEPTH (H) " 8' 10409 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS O��L:�LTy q't. ON"., o4* Co A %TFL•-Ix M WALTER y I.Ic�, NO 002057151 :Aa G�17/2023 ��: (m E N U N � > E w ° E Y < Lm' 0 U. n C O L Q j U IMO W J -uj .. O m d � N z3. 0 F x � ad 04 �v c ID U j I- Q aui rn O N � M as %D AL z O a F vz zu� O 2:0 L .�+ O�F W U ♦nL 3z; w w " > C)� O z U g3� d L w F _i l IJ, (n ~ z i Z 1i L DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A JOB NO. 46555 SHEET N0. C1"0 c a ai c 42 0 EL n c w a M. m r c 0 d 0 3 a 9X o a� � CO) 2z 00 0 c m w E m N m a0 0 N 0 0 Z Z m O d 2 a 2 m F N 0 S. a Z Y N X C 0 o w � = 2 2 h N C 42 V 1= E M 06 a c �a 0 m o �m 2 2 �N N 0 c m s. E 0 w _ E L Stabilized Aggregate See Details, Sheet 4 of 7 WALI SRW w/ Stabilized Aggregate ram' Sta. Sta.O . ., WALL BforcedFill i...m � ;;•„ _ r9, W 4" Thick Anchor Cap Unit - N Adhere to To Unit P Non -Woven Filter Fabric Over Stone w/ Concrete Adhesive 8" Anchor Diamond Pro Unit 5 12" Soil over E Scale: 1" = 60 FT SITE PLAN L 30 60 DRAWING INDEX Anchor Diamond Pro Segmental Retaining Walls Sheet 1 Site Plan VSH Premier Circle Apartments 2 General Notes/ Design Parameters Albemarle County Virginia 3-4 Details 5-6 Wal I A - Sta. 0 to Ste. 210 Site Plan Adapted From The Grading and Drainage Plan, Sheet No. C5.0, 7 Wnl I B - Sta. 0 to Sta. 91.5 Dated June 21, 2022 (Rev. 11/9/22), Prepared By Timmons Group. Site Plan For Illustrative Purpose. Approx. Scale: V = 60 FT Overlap Geogrids and Place 3" Soil Fill Alternate Geogrid Placement on Between Overlapping Geogrids for Subsequent Geogrid Elevations to Proper Anchorage Eliminate Gaps \ --------------- '--------a.a�..■.na.■....L.a'I1111111 Joao,-.o,�•o,o-�rtw-ii■�-ei■alir�■ ■■I■■■ ■■��,��� � mcemawaa¢moaeaa-.■ruulu■ -uu■a v wsawraawa•as�ra�ucll�n.n.....n.. ■...n.� .��111 e�•�lii-a�e_•asays-■ r■■li:iiii::::i'.i:� ■ ee aaea. •aean,ea...na. 11111111 ■�.nown.rc�arrrcv■niu a,'u iiiiii iiii■ r� iiE�iiGiiilii■1lii�iii 112�3ae4(�111111111111111111 /la,t11��111111111111111111 - - 1:;:1�1�111111111111111111 �e:!931R111111111111111111 • - • -' - ��pJ811�111111111111111111 ai1tl388111111111111111111 :.aHQi�111111111111111111 SRW Units CONVEX CURVE DETAIL (Not to Scale) Alternate Reinforcement at Subsequent Reinforcement Elevations Geogrid Length (GL) �l Rolled Direction J J _ L SRW Unit Corner Unit Secure with Concrete Adhesive (Alternate Every Other Course) 900 OUTSIDE CORNER (Not to Scale) VDOT No. 57 Stone - - - - - - - Min 12" Thick I Retained Soil ' Reinforced Fill I I Granular Soil 1 � Compact To Min 95% Weephole at Low Point 1 I Standard Proctor Density I ��eogrid Compacted Backfill - ; Reinforcement ; O ► IL SeeeWWo all Profile 4" Dia. Slotted HDPE Pipe C h d I' P d :NERAL NOTES: 1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM THE WALL AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL 4.0 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS. 6.0 LEVELING PAD SHALL CONSIST OF COMPACTED VDOT NO. 21A STONE OR 1/2" CRUSHED STONE AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. ruse one Leve Ing a 7.0 A 4-INCH-DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED 24" Wide BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT as Stone Leveling Pad - (TYP) Min 6" Thick THE BASE OF THE WALL (20 FEET ON CENTER) AND EXTEND BEYOND Crushed Stone Leveling 6" Minx 24" Wide 9 Pad THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF TYPICAL RETAINING WALL CROSS-SECTION CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING (Not to Scale) GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING _ - 1-1/2 INCH 100 IINCH 95-100 1/2 INCH 25 - 60 0 0 1 N.4 0-10 12' Istraight NO.B 0-55 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED Rear Lip Split Face BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE �� 18 I" Setback TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) " NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE 8 PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE UNIT BELOW AND EXTEND HORIZONTALLY _ OVER COMPACTED FILL. 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS ANCHOR DIAMOND PRO UNIT SHALL BE 8INCHES HIGH BY 18INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN (Not to Scale) +1/8 INCH IN ANY DIMENSION. * Premier Circle VSH Building - Phase 1 11.0 A 1-INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR LTH OF Albemarle County, Virginia PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). 0� �C CIRCEO GEOTECH 12,0 GEOGRIDS SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE 222 Circeo 5956 Buckland Mill Road OF THE UNITS AND 6E06RID6 PULLED TIGHT(AFTER PLACEMENT O - Geotechnical Roanoke, Virginia 24019 OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK u ICHAEL R. CE Engineering, P.C. 9 A Lie. No. 021245 Phone: (540) 366-2379 AND TO INTEGRATE GEOGRIDS AND UNITS. 13 0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAY BE MADE Scale: 1" = 60 FT ON NON -REINFORCEMENT LAYERS WITH THE USE OF SHIMS Date: 12/19/22 Project No. RW-2890 OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY ONAL --- - Revision: Sheet 1 of 7 A MAXIMUM OF 1/4INCH VERTICAL HEIGHT. Note: Shrubs can be planted behind the wall. The top geogrid layer can be cut using a utility knife for placement of the root bulbs. --------------- shn �:selsalsaiKr aeseiS iRRi',4R i4■RRi 15t141iL@19nli RAaYI'■19TaLRl1a ■Bi■idA1S! FS9Vi■K■idid9! id9d�liiloii3LlSi'6 `I■iLYi1Si.�t "..ie:a2,.er��iel'°` area.;.e.wJ�u:ani.e. ( LStart Geogrid Approx. V From Front of Units ZSRW Unit GEOGRID PLACEMENT DETAIL (Not to Scale) Reinforced Fill L Start Geogrid Approx. V SRW Unit From Front of Units GEOGRID PLACEMENT DETAIL (Not to Scale) 4 Dia. Perforated Drain Pipe Cap Unit ti ti ti ti ti ti ti 1;ti Secure to Top Unit 12" Thick MOT No. 57 Stone r}r11 w/ Concrete r•r• .. ••• ---- ---------- 00 00 0 ��.; 0nN Oa: W 'j RidgeRock Units Wall Drain Pro (Weephole) at Max. 40' O.C. Drain to Daylight r•r•r• WALL DRAIN PRO DETAIL 1?1?1?S (Not to Scale) r•r r:iR Premier Circle VSH Building - Phase 1 ti•ti•ti•, ♦ �Ntip LTH OF Albemarle County, Virginia r1r1r1r5 a },}•= O ? CIRCEO GEOTECH i ''�� I I ti•ti•ti.ti.5 C GlfCeo �r1rti LifS Geotechnical 5956 Buckland Mill Road 1.••.:,::}} ICHAEL R. CE = r•r•r•r•r• Engineering, P.C. Roanoke, Virginia 24019 I I :1:ti:tir1r5 Lie. No. 021245 Phone: (540) 366-2379 �/ // % r•}•r•r•r•r• DAN �����12 Cy,31 I i.r1r1r1r.r• Scale: N/A �sS/ONAL �,�G Date: 12/19/22 Project No. RW-2890 Revision: Sheet 3 of 7 24" Min 14.0 STABILIZED AGGREGATE SHALL CONSIST OF THE FOLLOWING: DESIGN 28-DAY COMPRESSIVE STRENGTH 1,500 PSI NON -AIR WATER/CEMBENT RATIO (LB/LBS) 0.41 AIR VOIDS 25% CEMENT PORTLAND TYPE 1 CEMENT 200 LBS, 56 = 3.15 FLY ASH 200 LB5 AGGREGATES COARSE AGGREGATES, NO. 8 OR NO. 57 STONE 2,520 LBS, SG = 2.62 PODDED UNIT WEIGHT 98.88 PCF WATER WATER, MAXIMUM TOTAL 166 LBS, 56 = 1.00 OPTIONAL ADMIXTURE POSSOLITH 100 X R-RETARDER 8 OZ/CUBIC YARD 15.0 ALL OTHER ENGINEERED FILL SHALL BE PLACED IN 8-INCH LIFTS AND COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD PROCTOR DENSITY(ASTM D-698)AND WITHIN +3PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND -OPERATED EQUIPMENT. 16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSIFY NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED WHERE NO. 57 STONE IS USED AS REINFORCED FILL. 17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETED 19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 20.0 DETAIL FOR PEDESTRIAN GUARD POSTS AT THE TOP OF THE WALL IS PROVIDED FOR PLACEMENT OF POSTS BEHIND THE WALL. L )pen Cells Fillod With Stnno.l 1" Rear Lip UNIT CONNECTION DETAIL (Not to Scale) Retained Soil Stabilized Aggregate <'<'<'<' y<} Y Y} y Y<> > Y Y> Y > Y} Y Y} y<y<S< ell 4 Dia. Perforated Drain Pipe w/ Filter Sock ; �:rsr .. r 1.1.1.1• _ _ _ _ _ _ _ ___ _ _ _ _ _ _ ___ 1:..:ti:1:1:ti:1::.:ti•ti•1 - 3s 12 Thick VDOT No. 57 Stone 42" Tall Safety Handrail or Fence Post Center of Post Min 24" Behind Top of Wall, Max. 8'-0" O.C. Post Spacing MnnAi,.VP nro TnctAk+inn Rv n+6<rcl _ Min 8" [)Ia. Sleeve or Tube Form Fill Grout Around Post Cut Geogrid Around Sleeve or Tube Form Filter Fabric - 4 T Wide �i- F F 24" Min Reinforced Fill 1/ O 3/8" W L SRW Unit Wall Drain Pro (Weephole) at Max. 20' O.C. Drain to Daylight WALL DRAIN PRO DETAIL (Not to Scale) 42" Tall Safety Handrail or Fence Post w/ Sleeve -It Fence -Post Anchoring System, Max. 8'-0" O.C. Post Spacing Optional (Handrail/Fence Installation By Others) Top Dia. 7.4" Grout Fill After Post Installation w/ Min 3,000 psi Grout P Bottom Dia. 9.4" Non -Woven Filter Fabric - 4 FT Wide Mirafi 14ON or Equivalent Cantilever Base 30.6"L x 15.3"W 12" Soil Cover >< <Y 23.4" tin•?:::, Y .... 30.6" Reinforced Fill 1 I 1•ti•1.1•• HANDRAIL POST DETAIL SLEEVE -IT SD1 FENCE -POST ANCHORING DETAIL (Not to Scale) (Not to Scale) optional DESIGN PARAMETERS: 1 BUILDTAIG CODES: 2018 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC) AND 2018 INTERNATIONAL BUILDING CODE (IBC). 2 THE WALL PROFILES ARE BASED ON THE GRADING AND DRAINAGE PLAN, SHEET NO. C5.0, DATED JUNE 21, 2022 (REV.11/9/22), PREPARED BY TIMMONS GROUF 3 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO SEGMENTAL RETAINING WALL (SAW) UNITS MEETING THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS. 4 ENGINEERING ANALYSIS BASED ON USE OF STRATAGRID SGU60 GEOGRIDS. OTHER COMPATIBLE GEOGRIDS MAY BE SUBSTITUTED WITH THE APPROVAL OF THE WALL DESIGN ENGINEER. 5 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) ASSUMES THE FOLLOWING PARAMETERS: y-, Moist FRICTION SOIL SOIL UNIT WEIGHT ANGLE COHESION CONDITIONS Type (PCF) 41, (DEG) (PSF) REINFORCED FILL Stabilized Aggregate 130 -- 0 RETAINED SOIL SM, ML, MH 125 26 0 FOUNDATION SOIL SM, ML, MH 125 26 100 6 SOIL STRENGTH PARAMETERS ARE BASED ON REVIEW OF THE GEOTECHNICAL REPORT, DATED JULY 19, 2022, JOB NO.52421, PREPARED BY TIMMONS GROUP. USE STABILIZED AGGREGATE IN THE REINFORCED ZONE BEHIND WALL A ONLY TO LIMIT EXCAVATION IN PLACE OF ENGINEERED FILL IN REINFORCED FILL ZONE. USE GRANULAR OR LOW PLASTICITY SOIL IN THE REINFORCED FILL ZONE FOR WAI DO NOT USE HIGH PLASTICITY CLAY (CH-MH), ROOTS OR TOPSOIL IN REINFORCE ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN SUBGRADE SHALL BE UNDERCUT AND REPLACED WITH CRUSHED STONE TO STABILIZE THE FOUNDATION SUBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. WALL A - MAX. WALL HEIGHT (INCLUDING EMBEDMENT) = 8.67 FEET WALL B -MAX. WALL HEIGHT (INCLUDING EMBEDMENT) = 4 FEET FRONT SLOPE = LEVEL BACKSLOPE BEHIND THE WALL = LEVEL SURCHARGE AT TOP OF WALL = NONE MIN FACTOR OF SAFETY (SLIDING) = 1.5 MIN FACTOR OF SAFETY (OVERTURNING) = 2.0 MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0 DESIGN SOIL BEARING PRESSURE (FOR RETAINING WALL) = 1,500 PSF (SEE NOTE ON WALL PROFILES) E�LTHp Premier Circle VSH Building - Phase 1 Albemarle County, Virginia_ �O� PC CIRCEO GEOTECH S Circeo 5956 Buckland Mill Road j - Geotechnical ICHAEL R. C D = Engineering, LP.0 Roanoke, Virginia 24019 a c. No. 021245 Phone: (540) 366-2379 PO ,$ Scale: N/A /ONAI, e�G Date: 12/19/22 Project No. RW-2890 i.a De.d�i...,• ___ I ekes+ 1 9 ..F 7 Geogrid Reinforcement Cop Unit Use StrataGrid 5GU60 (Between Lifts) Secure to Top Unit Above Stabilized Aggregate (24" Lift) w/ Concrete Adhesive Non -Woven Filter Fabric SRW Units Mirafi 14ON or Equivalent Stabilized Aggregate Place Over Top of Stabilized Aggregate Weephole w/Wall Wain Pro Reverse Backslope Daylight Pipe Through Wall 20' OC Spacing (Typ.) Final Grade - Retained Soiil 01 s. _......._... "... Max. 24" Lift (TYPO Compacted Backf ill 4" Dia. Drain Pipe Wrapped Levelingpad - f- L* w/ Filter Sock, Surrounded By 9 6" Min x 24" Wide "See Wall Profile VDOT No. 57 Stone - 12" Thick STABILIZED AGGREGETE RETAINING WALL (Not to Scale) Filter Fabric }<}<}< 2 A •.titititititi Y Y Y •: r :: r r•} y< < MOT No. 57 Stone ;.�r1ryr1r --- - -- -- ----- - <y.zs .... Y'Y Y< Ex. Structure At Abutment, Alternate Full Unit with Half Unit Every Other Course. Do Not Attach to Structure. WALL ABUTMENT DETAIL (Not to Scale) f Premier Circle VSH Building - Phase 1 Op Albemarle County, Vir inia io ?c CIRCEO GEOTECH irceo 5956 Buckland Mill Road CGeotICHAEL R. CE - echnical > Engineering, P.C. Roanoke, Virginia 24019 Uc. No. 021245 Phone: (540) 366-2379 a /Z�zr/2z $mow Scale: N/A Fs C� Project No. RW-2890 s/ONA4 E� Date: 12/19/22 Revision: --- Sheet 4 of 7 m E O N U N � > E N E W Y U 3 W LL o 3 oLL- w� O t ti Q j U co Z o- J - n Ww O rn d i O N F (D°i vM a ; z�..a v �i 3. 0 x U) Z ( W G w 0 ` 0 Ln= dN U ID Z O W g U r L LB ~ a .�. O � F W u"N ` a 3:Z W co � H p Z U gZ. a r w a L � 1 w F ` Ln Q J r- Q . Z Zg UiL H 0 W N r N r W F 0) " n 2 U Q 0 N O c 4 ko\"Nti Z O DATE Ln 5 � 612112022 0 DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE N/A JOB NO. 46555 SHEET NO. C1.L 8 N EL n w a C m m c 0 m 3 a 9 0 0o a a, 2 Z 00 o 2 -Ew m m a0 0 d D: O Z Z m O d 2 a 0 F 0 0 o a dm .Z Y J h N 0 w 6 2 av h e = E M d m o m 'O.0 �a !0 'a 0 m W.o m 6 � 2 MN =01 = s. E h w _ E L a® Cap Unit (4 Height) ) Anchor Diamond Pro Units 8" Height x 18" Width Leveling Pad (Min. 6" Thick x 24" Thick Crushed Stone) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) - 60 - ' StrataGrid SSU60 L Stabilized Aggregate Depth 0 Shaded Area, As Noted GL Geogrid Length (ft) O 4" Drain Pipe to Daylight Use Stablized Aggregate Due To Excavation Limitations RETAINING WALL A Sta. 0 to Sta. 120 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 1,500 Level Grade, No Surcharge WALL B 494 t H I on 3 i; 492 No Pedestrian Guard Required -- - 490 .. i i i 488 TOC = 481.00 486 TOW = 480.67 .�.. 484 482 - 0 480 478 d LU 476 6" Thick Stone WALL A 500 Top of Berm No Surcharge 498 I HP 489.00 = TOC = 489.00 (High Point) TOC (HP) 496 TOC = 488.33 TOW = 488.67 TOW = 488.67 494 TOW = 488.00 C 492 _. 490 4- t N V1 - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - .--, v 48B 1 L-3 -6" _ L=3�_6" C O 486 - L=2_0�� - H - - L_Y-8' - J - -.- -.- L=3 6 - - - - - - - - - - - - - - - - - r•. - - - - - - - - L 3 6" - - L0 0 484 I� 1 - - L = 2 . 8" - T - - - - - - L - 3 - 6,- . - - - - - - - - - - - - - - - - - - - - - - - - - -1 L 3 6" - - - 3 - -- --- - - - - -- --- - L1J 482 L = 3 6' i �1 ,� L , 3' _ 6�� .I Q , 480 L = 2' o, .. _. .. .. ... } 478 1 BOW = 484.00 i 1 6" Thick Stone 476 ����4?5 474 I BOW = 482.00 - Leveling Pad Proposed Grade at Bottom of Wall 472 BOW = 486.00 Drain Pipe to Daylight - 20 FT O.C. (Typical) BOW = 480.00 (Cow Point) 470 - -1 11� 1 1 I n� 10 15 20 ao 40 50 60 70 80 90 100 110 ten I I I Station (ft) L= 2'-0" 1 L= 2'-8" 1 L= T -6" Stabilized Aggregate Stabilized Aggregate I Iiz I -480: tP T r \�- ... ... 1 ........................................... Sta. 0 Sta. 20 o Sta. 40 Sta. 60 Sta. 80 Sta. 100 -Sta. 120 �. Sta. 140 QSta. 160 �\ a n \ all. S a y D y `N -WALL A oil Y} w/ 42" Tall Pedestrian Guard o' \ \ 20 J R SRW w/ Stabilized Aggregate a ENLARGED SITE PLAN( Use Stablized Aggregate Due To Excavation Limitations LEGEND .+ \LTH 6"- x �O ICHAE GE L R. Lic. No. 021245 ONAL Sit + � I} v M - - - - _ GL-4FT . - -- - - I - - - - - - - - - GL=4 FT J Q .................................- Sta. 180 - Sta. 200- Sta. 210 I O 1 Premier Circle Albemarle Circeo Geotechnical Engineering, P.0 I Scale: H: 1"= 10 ft. Revision: I --- Scale: 1" = 20 FT 01 10 20 rv. - pHneo 1 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone:(540) 366-2379 Project No. I RW-2890 TOC = 481.00 TOW = 480.67 +-Abut Wall B To Building Foundation Wall m Ln O 0% 3 °' = a w 474 y 1 I I BOW 479 33 Leveling Pad 472 1 Proposed Grade at Bottom of Wall 1 ,,, --.�:- ,;�::- ,,, I 12" Dia. HDPE Storm Pipe Under Wall B 470 I BOW 478.00 :Pipe to Daylight - 40 FT O.C. (Typical) - 468 I Use Crushed Stone For Utility Backf ill To Avoid Settlement 466 I�' ' i BOW = 476.67 (Low Point) - '`1' - f 464 ❑p 10 20 30 40 50 54 60 70 80 87 91.5 I I 1 Station (ft) 1 1 1 I I I No Geogrid I GL = 4 FT ' 481.45' 481.68" -FE=481.76' 491.26' / 481.68' 480.48' 480.'42'- i \ / Sta. * 477;� <I 480.58' -480.25' BW 478.50' TW 78.50' �480.30' 480.56'� �479.85' TW Sta. 91.5 476.33' to. 60 Sta, 80 . Sty„8?. - 476:r6 -480--' 479-"478' 477 476 WALL B Scale: 1" = 20 FT No Pedestrian Guard Required ' ENLARGED SITE PLAN _ - - III I ' SRW w/ Reinforced Fill, 0 10 20 LEGEND Premier Circle VSH Building - Phase 1 Use Granular Soil �AITHpF Albemarle County, Virginia ® Cap Unit (4" Height) in Reinforced Fill Zone CIRCEO GEOTECH 0 Anchor Diamond Pro Units (8" Height x 18" Width) �O . m PO Circeo 5956 Buckland Mill Road Leveling Pad (Min. 6" Thick x 24" Wide Crushed Stone Geotechnical Roanoke, Virginia 24019 0 ) ICHAELR. CE Engineering, P.C. 9 TOC Top of Cap Unit RETAINING WALL B ° a Phone: (540) 366-2379 Lic. No. 021245 TOW Top of Wall (Excluding Cap Unit) �o a; Sta. 0 to Sta. 91.5 m BOW Bottom of Wall (Including Embedment) O /�Z(�2Z ty H: 1"= 10 ff. 60� - ' stratoGrid SGU60 Viewed From Front Face of Wall '0co'r Gti'� Scale' V: 1"= 10 ft. Project No. RW-2890 SrONAL ti, Date: 12/19/22 GL Geoarid Length (ft) O 4" Drain Pipe to Davliaht [Design Soil Bearing Pressure = 1,500 psf] Revision: I --- Sheet 7 of 7 IdTop of Berm WALLA 500 No Surcharge 498 TOC = 489.00 (High Point) 496 TOC = 488.33 TOW = 488.67 494 TOW = 488.00 TOC = 486.33 492 L-2' 8" TOW = 486.00 - TOC = 485.67 o .. 490 TOW = 485.33 } Z!,48B --- L.3. 6" -- - - -- Q o 486 - - - L_3._6- - - - - - - - - - - - L - 3 6 I 3 O 484 - - - L=3.-6�� - - - - - - - - - - - - L-2'_9•' - - -1- - L-2'-0° ci N LU 482(' L=3'-6 - - --6' L=2-8 tL z 8" I c N w 480 1 -BOW = 482.67 478 u 476 1 i L z o BOW = 482.00 474 6" Thick Stone Proposed Grade at Bottom of Wall .:. 472 470 Leveling Pad Drain Pipe to Daylight - 20 FT O.C. (Typical) - --- BOW = 480.00 (Low Point) 120 130 140 150 160 165 170 180 190 196.5 200 210 Station (ft) I i 1 I I L= 3'-6" � L= 2'-8" I L= 2--0-- Stabilized Aggregate I Stabilized Aggregate tabilized Aggrega e I LEGEND a® Cap Unit (4 Height) ) Anchor Diamond Pro Units 8" Height x 18" Width 0 ( 9 ) Leveling Pad (Min. 6" Thick x 24" Thick Crushed Stone) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) 60 - ' StrataGrid SSU60 L Stabilized Aggregate Depth 0 Shaded Area, As Noted GL Geogrid Lenqth (ft) O 4" Drain Pipe to Daylight Use Stablized Aggregate Due To Excavation Limitations RETAINING WALL A Sta. 120 to Sta. 210 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 1,500 O s ICH AEL R Lic. No. 021245 CS ' ONAL Albemarle County, Virginia OT CIRC O CH E GE E Circeo 5956 Buckland Mill Road Geotechnical Engineering, P.C. Roanoke, Virginia 24019 Phone:(540) 366-2379 Scale: H: V= 10 ft. V: V= toff. Project No. I RW-2890 Revision: I --- M E 0 N O N � > E w a E Lu a LL o LL uu K Lu L M ¢ J U m w J -Uj .. m C9 Lu No Z_ i 7 X O ¢ LL � Q � U) 2 N 00 N � M a � QLu H s O 0 H 0 w V z O V) 0 N Z 0 f DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A UJ V) M V / J �7 a z w H� Q 06 H� > (n LU o z U LU J < L Q Q > W m J a J U z � Q l--1 LU U ^� C L L JOB NO. 46555 SHEET NO. C1.3 O��1r:�LTy OF l� 8 i ML•tS 11 WALTER y I.,c No�0=057151 �,r7/2023 N� rs/r)NALL�G r E O N O N >E W ai E a U. o � U. Wo�� d 0 6 M Q J U W Z w N -un O > a o N H ti f°Na Z 2 �O �x of tUil UO J Q W Z Ix o �0�� = U ; ZO O ~ c p cc ti N W V H W W 2M wz�� o C) �o ir0UU Z Umust1memporatisZ Z J U w a W a ~ W o Env J U S Q J J J ~ z Z 2 z i 0 W N 0) W = Q N O O V O to Q o z 0 U DATE 612112022 0 } DRAWN BY ensure that Presnier Circk-is A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • • SCALE N/A • • rl W 2 (�/ V z H� a H� > CO =O w U � = LL w O J L \ w a m J a W J ,.U/ LL H4 ,.U/ LL W H� ,.W/ L^L I..L JOB NO. 46555 SHEET NO. C1.4 Orin in to connect the entrance of the Project tro the existing i ginal Proffers X Amendment Signature Page for Proffer Statement for Premier Circle, ZMA 2020-00011 ©� � tl� tl� � days following the tsauanc¢ eta -lead disfiu'liuce p� 1� �e TMP 061 MO-00-00-00600 P � � Must install a stop sign at the southern terminus of Premier ii 1 � � PROFFER STATEMENT i � Ii�. Route 29 North GSeminaie Treii� ZMA 2020-00011 � �_ ���p�' � �az must construct did • � �leagltt=af_�ay OWNER: Project Name: Premier Circle � U.SJ Routh 29 Noah (SeutsiaBr Trail) atul to the tx�tY tip � iri the proffer below. The general location of the sidewalks within the Premier TIOTA, LTD., Parcel Number: 061M0-00-00-00600 Circle right-of-way is shownou Sheet S�of the Concept Platr. If the transiYstop is located in a Virginia corporation front of the Project, the Owner must connect the sidewalk along Premier Circle to that Owner of Record: Tiota, Ltd. transit stop. By: Date: January 25, 2021 (e) Commencing no later than thirty (30) days following site plan approval, the Owner must .Tyler, use commercially reasonable efforts to cause the Declaration, dated November 1, 1983, Approximately 3.75 acres to be rezoned from C-1 Commercial to NMD -Neighborhood Model recorded in the Clerk's Office of the Circuit Court of Albemarle Coun fop AL& 401 McIntire Road, North Wing County of Albemarle Charlottesville, VA 22902-4579 ! Telephone:434-296-SS32 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG viecrxv�' March 24, 2021 ORDINANCEN0.21-A(3) ZMA 2020-00011 AN ORDINANCE TO AMEND THE ZONING MAP FOR TAX PARCEL 061M0-00-00-00600 BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon OF A(BF J?� �;�I 0 1 .� � IJRGIN�� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone(434)296-SS32 Fax(434)972-4126 consideration of the transmittal summary and staff report prepared for ZMA 2020-00011 and their attachments, February 26, 2021 Lori H. Schweller including the code of development dated January 4, 2021, the application plan dated January 15, 2021, and the Williams Mullen proffers dated January 25, 2021, the information presented at the public hearing, any comments received, the 321 East Main Street, Suite 400 material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-20A.1 and 18-33.27, and for Lori H. Schweller Charlottesville VA 22902 the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby Williams Mullen Ischweller(a2williamsmullen.com approves ZMA 2020-000I l with the code of development dated January 4, 2021, the application plan dated 321 East Main Street, Suite 400 Charlottesville VA 22902 January 15, 2021, and the proffers dated January 25, 2021. Ischweller(cilwilliamsmullen.com RE: ZMA202000011 Premier Circle follow up Action Letter with Proffers RE: SE202000023 Premier Circle Action Letter I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance Dear Ms. Schweller, duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on February 17, 2021. Dear Ms. Schweller, On February 17, 2021, the Board of Supervisors took action on your Zoning Map Amendment on Tax Map Parcel Number On February 17, 2021, the Board of Supervisors took action on your Special Exception on Tax Map 061 M0000000600 in the Rio District. The Zoning Map Amendment was approved by the Board's adoption of the ,( Parcel Number 061M0000000600 in the Rio District. The Special Exception was approved by the Board's Ordinance and Proffers attached. � Clerk, Board adoption of the attached Resolution. o� pun upervisors Please be advised that although the Albemarle County Board of Supervisors took action on the project noted Ave � Please be advised that although the Albemarle County Board of Supervisors took action on the the project noted above, no uses on prope above, no uses on the property may lawfully begin until all applicable approvals have been received and L SCHEDULE B - SECTION JI EXCEPTIONS FROM COVERAGE THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY, ISSUED / EFFECTIVE NOVEMBER 13, 2020; SCHEDULE B - SECTION // EXCEPTIONS AREAS FOLLOWS: 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IFANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. NOT A SURVEY MATTER. 2. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT RECORDED IN THE PUBLIC RECORDS. NOTA SURVEYMATTER. 3. ANY LIEN, OR RIGHT TO ALIEN, FOR SERVICES, LABOR OR MATERIAL IMPOSED BY LA WAND NOT SHOWN BY THE PUBLIC RECORD. NOT A SURVEYMATTER. 4. EASEMENTS OR CLAIMS OF EASEMENTS NOT RECORDED IN THE PUBLIC RECORDS. NOT A SURVEYMA TIER (IF NOT OF RECORD). 5. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCEAFFECTING THE TITLE THAT WOULD BE DISCLOSED BYANACCURATE AND COMPLETE LAND SURVEY OF THE LAND. THE TERM `ENCROACHMENT" INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ONTO THE LAND OF EXISTING IMPROVEMENTS LOCATED ONADJOINING LAND. (AS TO OWNERS POLICY). MAYAFFECTAND INCIDENTAL TO SURVEY HEREON. 6. TAXES OR SPECIAL ASSESSMENTS WHICHARE NOT SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. NOT A SURVEYMATTER. 7 TAXES FOR THE 2ND HALF OF THE YEAR 2020, AND SUBSEQUENT YEARS, NOT YET DUEAND PAYABLE. NOT A SURVEYMATTER. 8. EASEMENT GRANTED VIRGINIA PUBLIC SERVICE COMPANY, DATED MARCH 19, 1937, RECORDED INDEED BOOK235, PAGE 184. MAY AFFECT THE SUBJECT PROPERTYINCIDENTAL TO EXISTING POLE LINE FOR VIRGINIA ELECTRIC & POWER COMPANYADJACENT TO US ROUTE 29; GRANTEE NOTED MERGED WITH VEPCO IN 1940s / 1950s. 9. EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY DATED APRIL 27, 1949, RECORDED INDEED BOOK 284, PAGE 271. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 10. EASEMENT GRANTED VIRGINIA TELEPHONE & TELEGRAPH COMPANY, DATED APRIL 20, 1959, RECORDED INDEED BOOK 355, PAGE 510. MAYAFFECT INCIDENTAL TO AERIAL COMMUNICATION LINES, IFANY, ATTACHED TO POLE LINE INFRASTRUCTURE AND EASEMENT NOTED IN EXCEPTION 9. 11. EASEMENT GRANTED VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY, DATED APRIL 20, 1970, RECORDED INDEED BOOK 471, PAGE 338. MAYAFFECT AND / OR NOT PLOTTABLE; PLEASE NOTE THAT BURIED FIBER OPTIC IS OBSERVED AND DEPICTED ALONG THE WEST LINE OF US RTE. 29 AND WITHIN THE CURRENT ROAD RIGHT-OF-WAY OF SAID ROUTE. 12. EASEMENT GRANTED ALBEMARLE COUNTY SERVICEAUTHORITY, DATED MAY24, 1985, RECORDED IN DEED BOOK 839, PAGE 712, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 13. EASEMENT GRANTED ALBEMARLE COUNTY SERVICEAUTHORITY, DATED AUGUST 7, 1985, RECORDED INDEED BOOK 850, PAGE 368, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. DOES NOT AFFECT THE SUBJECT PROPERTY; AFFECTS THE LANDS REFERENCED HEREON AS PARCEL X 14. TERMS, DUTIES, CONDITIONS, OBLIGATIONS, ASSESSMENTS, ETC., CREATED, IMPOSED AND/OR OR ASSUMED UNDER THAT CERTAIN DECLARATION OF PRIVATE SANITARY SEWER LINE BY INSTRUMENT DATED NOVEMBER 20, 1985, RECORDED IN DEED BOOK 864, PAGE 57. AFFECTS THE SUBJECT PROPERTY, NOT PLOTTABLE. 15. SANITARY SEWER EASEMENTAGREEMENT TO ALBEMARLE COUNTY SERVICEAUTHORITY BY INSTRUMENT DATED SEPTEMBER 5, 1986, RECORDED INDEED BOOK 899, PAGE 327, AND SHOWN ON SURVEY OF KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 16. BUILDING SETBACK RESTRICTION LINESAS SETFORTH IN DEED INTO THE CHARLOTTESVILLE MOTEL, A LIMITED PARTNERSHIP, RECORDED INDEED BOOK 899, PAGE 333. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 17 DEED OF EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT DATED SEPTEMBER 19, 1986, RECORDED INDEED BOOK 903, PAGE 374, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 18. EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY DATED DECEMBER 1, 1986, RECORDED IN DEED BOOK 920, PAGE 609, AND SHOWN ON SURVEY OF KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 19. DEED OF EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT DATED FEBRUARY24, 1987, RECORDED INDEED BOOK 925, PAGE 433, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 20. PLAT OF SURVEY BY KIRK HUGHES & ASSOCIATES, DATED DECEMBER 22, 1986 AND LAST REVISED ON MARCH 28, 1991, SHOWS: (a) 10' PARKING SETBACK LINE ALONG U.S. ROUTE 29. (b) 30'BUILDINGSETBACK LINEALONGU.S.ROUTE 29. (c) 20' PARKING SETBACK LINE RUNNING PARALLEL TO THE NORTHERN BOUNDARY LINE. (d) 50' BUILDING SETBACK LINE RUNNING PARALLEL TO THE NORTHERN BOUNDARY LINE. (e) EXISTING STORM SEWER RUNNING FROM PARCEL X INTO INSURED PREMISES. (fJ SANITARY SEWER LINE RUNNING ALONG EASTERN BOUNDARY LINE. ALL AFFECT THE SUBJECT PROPERTYAS SHOWN HEREON. 21. RIGHTS OF OTHERS ENTITLED THERETO IN AND TO THE USE OF THE 50' ACCESS EASEMENT AS REFERENCED UNDER SCHEDULE A HEREOF. AFFECTS AS SHOWN HEREON (PREMIER CIRCLE, PARCEL X 22. EASEMENT GRANTED THE COMMONWEALTH OF VIRGINIA BYAGREEMENT, DATED SEPTEMBER 21, 1992, RECORDED IN DEED BOOK 1289, PAGE 437, GRANTS RIGHT AND EASEMENT TO CONSTRUCT AND MAINTAIN A STORM SEWER SYSTEM AND TO CONSTRUCT AND MAINTAIN A TRAFFIC CONTROL DEVICEAND FOR THE CONSTRUCTION OF CUT AND/OR FILL SLOPES ALONG SUBJECT PROPERTY. DOES NOT AFFECT THE SUBJECT PROPERTY, AS TO STORM SEWER AND TRAFFIC CONTROL EASEMENTS; TEMPORARY GRADING EASEMENT TERMS EXPIRED, AS IMPLIED. 23. AGREEMENT BYAND BETWEEN TIOTA, LTD., A VIRGINIA CORPORATION, AND THE COMMONWEALTH OF VIRGINIA, DATED AUGUST 26, 1992, RECORDED MARCH 11, 1993, INDEED BOOK 1294, PAGE 297, GRANTS TEMPORARY CONSTRUCTION EASEMENT FOR IMPROVEMENTS STATE HIGHWAY ROUTE 29. TEMPORARY GRADING EASEMENT IS EXPIRED, AS IMPLIED. 24. NO LIABILITY IS ASSUMED WITH RESPECT TO ANY ROAD MAINTENANCE CHARGES, ASSESSMENTS, AND/OR DUES. NOT A SURVEY MATTER. 25. TERMS AND CONDITIONS AS CONTAINED INROAD MAINTENANCE AGREEMENT RECORDED INDEED BOOK 797, PAGE 242. AFFECTS THE SUBJECT PROPERTY INCIDENTAL TO PREMIER CIRCLE, 'PARCEL X'AS SHOWN. RECORD DESCRIPTION: ALL THOSE CERTAIN LOTS OR PARCELS OF LAND SITUATED INALBEMARLE COUNTY ON U.S. ROUTE 29, NORTH OF CHARLOTTESVILLE, VIRGINIA, BEING SHOWN AND DESIGNATED AS LOT 6 AND LOT 7, A PLAT OF WILLIAMS. ROUDABUSH, INC., DATED JANUARY 1, 1980, AND RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OFALBEMARLE COUNTY, VIRGINIA IN DEED BOOK 797, PAGE 249. TOGETHER WITH AND SUBJECT TO THE RIGHTS TO USE THE 50'ACCESS EASEMENT AS INDICATED ON SAID PLAT AND GRANTED BY DEED RECORDED INDEED BOOK 899, PAGE 333. BEING THE SAME REAL ESTATE CONVEYED TO TIOTA, LTD., A VIRGINIA CORPORATION BY DEED FROM THE ROCHESTER COMMUNITY SAVINGS BANK, A NEW YORK BANKING CORPORATION DATED APRIL 1, 1991, RECORDED APRIL 1, 1991 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OFALBEMARLE COUNTY, VIRGINIA IN DEED BOOK 1146, PAGE 326. SURVEY DESCRIPTION (ALSO DESCRIBED A (SUBJECT PARCEL) TAX MAP PARCEL 61M-6: ALL THAT CERTAIN PIECE OR PARCEL OF LAND, WITH IMPROVEMENTS THEREON AND APPURTENANCES THERETO, LYING IN THE COUNTY OFALBEMARLE, VIRGINIA, CONTAINING 3.749 ACRES, MORE OR LESS, BEING TAX MAP PARCEL 61M-6 AS SHOWN ONA PLAT OF SURVEY ENTITLED 'AL TA/NSPS LAND TITLE SURVEY OF 3.749 ACRES FRONTING U.S. ROUTE 29, IN THE COUNTY OF ALBEMARLE, VIRGINIA-BY TIMMONS GROUP DATED NOVEMBER 7, 2016, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON ROD SET SET ALONG THE NORTH SIDE OF U.S. ROUTE 29, SOUTH BOUND LANE, APPROXIMATELY 55' SOUTHWEST FROM THE CENTERLINE OF PREMIER CIRCLE AT ITS PERPENDICULAR INTERSECTION WITH U.S. ROUTE 29, SAID POINT BEING THE POINT OF BEGINNING; THENCE WITH THE NORTH SIDE OF U.S. ROUTE 29, S 35020'15" W 110.00' TO AN IRON ROD SET,' THENCE CONTINUING WITH THE NORTH LINE OF U.S. ROUTE 29, S 35°21'38" E 188.58' TO AN IRON ROD SET ON THE EAST LINE OF THE 29 GROUP, LLC, TAX MAP PARCEL 61W-1-C-4; THENCE DEPARTING THE NORTH SIDE OF U.S. ROUTE 29 AND WITH THE 29 GROUP, LLC, N 29°47' 08- W 233.61' TO AN IRON ROD FOUND, A CORNER ALSO TO THE 29 GROUP, LLC, BEING TAX MAP PARCEL 61 W-1-C-3; THENCE WITH THE 29 GROUP, LLC (TA)(MAP PARCEL 61W-1--C-3), N 29°47' 08" W 71.5270 AN IRON ROD FOUND, A CORNER AGAIN TO THE 29 GROUP, LLC, BEING TAX MAP PARCEL 61 W-1-C-2, THENCE WITH THE 29 GROUP, LLC (TA)(MAP PARCEL 61 W-1-C-2), N 29047' 08- W 96.82' TO AN IRON ROD FOUND, A CORNER TO THE 29 GROUP, LLC, TAX MAP PARCEL 61W-1-C-6; THENCE WITH THE 29 GROUP, LLC (TA)(MAP PARCEL 61W-1-C-6), N 29047' 08-W 45.18' TO AN IRON ROD FOUND, A CORNER TO CHALLENGER WAY, LLC, TAX MAP PARCEL 61W-1-C-1; THENCE WITH CHALLENGER WAY, LLC, N 29047' 08" W 164.6670 A CONCRETE MONUMENT FOUND, A CORNER TO LITTLE SISTER, LLC, TAX MAP PARCEL 61W-1-C-5, AND HELEN D. GELLING, TAX MAP PARCEL 61M-1-24; THENCE WITH GELLING AND BENJAMIN KARL & CARLY ERIN SAMS, TAX MAP PARCEL 61M-1-23, N 65013' 11 " E 184.5070 AN IRON ROD FOUND, A CORNER TO 106 COMMONWEALTH CIRCLE, LLC, TAX MAP PARCEL 61M-1-22; THENCE WITH 106 COMMONWEALTH CIRCLE, LLC, N 65°13' 11- E 145.2170 AN IRON ROD FOUND, A CORNER TO THOMAS M. & PAULA DALY HAUGHEY, TAX MAP PARCEL 61M-1-21; THENCE WITH HAUGHEY, N 65°13' 11 "E 104.87' TO AN IRON ROD FOUND, A CORNER TO CASTULO GAITAN, TAX MAP PARCEL 61 M-1-20; THENCE WITH GAITAN, TAX MAP PARCEL 61 M-1-20, N 65° 13' 11- E 147.95' TO AN IRON ROD SET ON THE SOUTH LINE OF ANDERSON, ET AL; THENCE ALONG THE WEST EXTENT OF PREMIER CIRCLE, PARCEL X', ALSO BEING A 50' ACCESS EASEMENT, A CURVE TO THE LEFT, HAVING A RADIUS OF 251.10', A LENGTH OF 182.14" A DELTA ANGLE OF 410 33' 34", AND WHOSE LONG CHORD BEARS S 44° 26' 23" WA DISTANCE OF 178.1770 AN IRON ROD SET,' THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, S 23° 39' 36- W 108.65' TO AN IRON ROD FOUND; THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, A CURVE TO THE LEFT, HAVING A RADIUS OF 190.00', A LENGTH OF 259.73, A DELTA ANGLE OF 780 19' 21 ", AND WHOSE LONG CHORD BEARS S 15° 30' 05" E A DISTANCE OF 239.9770 AN IRON ROD SET,' THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, S 54° 39' 45- E 55.00, TO AN IRON ROD SET,' THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00', A LENGTH OF 47.12', A DELTA ANGLE OF 90° 00' 00', AND WHOSE LONG CHORD BEARS S 90 39 45" E A DISTANCE OF 42.4370 THE POINT OF BEGINNING; CONTAINING 3.749 ACRES. BEING THE SAME PROPERTY CONVEYED TO TIOTA, LTD. BY DEED FROM THE ROCHESTER COMMUNITY SAVINGS BANK DATED APRIL 1, 1991 IN THE CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA, INDEED BOOK 1146, PAGE 326. SURVEY NOTES: 1. PROPERTY & ZONING INFORMATION: (SUBJECT) IMP 61 M-6: OWNER: TIOTA, LTD. REFERENCE: DEED BOOK 1146 PAGE 326 TAX MAP PARCEL NUMBER: 61 M-6 (061 MO-00-00-00600) PROPERTYADDRESS: 405 PREMIER CIRCLE, CHARLOTTESVILLE, VA22903 AREA: 3.749 ACRES (163, 306 SF) ZONED: C 1 (COMMERCIAL) 2. DIMENSIONAL ZONING REGULATIONS (PER ALBEMARLE COUNTY CODE) SETBACKS: FRONT - MINIMUM 10' FROM RIGHT-OF-WAY (OR SIDEWALK) - MAXIMUM 30' FROM RIGHT-OF-WAY (OR SIDEWALK) SIDE & REAR MINIMUM (IFABUTTING COMMERCIAL OR INDUSTRIAL AREA) - REFERENCE BUILDING CODE SIDE & REAR MINIMUM (IF ABUTTING RESIDENTIAL AREA) - 50' (NOTE- NO SIDE & REAR MAXIMUM SETBACK) HEIGHT MAXIMUM - 65 FEET BUILDING STEPBACK -FLOORS ABOVE 40', OR THIRD STORY, WHICHEVER IS LESS -MIN. 15' STEPBACK BUFFER ZONEADJACENT TO RESIDENTIAL DISTRICT- 20' 3. EXISTING PARKING: 126 REGULAR SPACES; 4 HANDICAP SPACES 4. THE SURVEY SHOWN HEREON IS BASED ON FIELD SURVEY BY TIMMONS GROUP COMPLETED ON JANUARY29, 2021. 5. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE DATUM ESTABLISHED THROUGH LEICA SmartNET REFERENCING STATION LOYI, CHARLOTTESVILLE, VA. 6. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO278D, PANEL 278 OF 575 EFFECTIVE DATE FEBRUARY 4, 2005, THE PROPERTY SHOWN LIES IN UNSHADED ZONEX, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7 THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY, ISSUED / EFFECTIVE NOVEMBER 13, 2020. SEE SCHEDULE B ITEMS, THIS SHEET. 8. THE LANDS SURVEYED ARE THE SAME AS DESCRIBED IN THE REFERENCED TITLE REPORT. 9. THERE IS NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. 10. NO EVIDENCE OF CEMETERY OR BURIAL GROUNDS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY FIELD -WORK 11. ON THE DATE OF THE SURVEY, THERE WAS NO VISUAL EVIDENCE OF SITE USE ASA SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 12. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE MEADOW CREEK WATERSHED PER COUNTY GIS, PROPERTY IS NOT WITHIN A WATER SUPPLY PROTECTION AREA. 13. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHINAN AGRICULTURAL -FORESTAL DISTRICT. 14. THE PROPERTY SHOWN HEREON IS LOCATED WITHINAN ENTRANCE CORRIDOR OVERLAYAREA. 15. THE PROPERTY SHOWN HEREON IS LOCATED WITHINAN AIRPORT IMPACT AREA. 16. MANAGED STEEP SLOPES ARE PRESENT ON / WITHIN THE PROPERTY,' PRESERVED STEEP SLOPES ARE NOT PRESENT. AL TA /NSPS SURVEYOR'S CERTIFICATION TO: FIDELITY NATIONAL TITLE INSURANCE COMPANYAND PIEDMONT HOUSING ALLIANCE, ITS SUCCESSORS AND ASSIGNS: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE '2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, "JOINTLY ESTABLISHED AND ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS [1, 2, 3, 4, 5, , 7(a), 8, 9, 10, 11, 13, AND 16 OF TABLEA THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 17 2016. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BYAL TA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. 'ALTA / NSPS LAND TITLE SURVEY' OF A PARCLE OF LAND CONTAINING 3.749 ACRES FRONTING U.S. ROUTE 29 AND BEING TAX MAP PARCEL 61 M-6 IN THE COUNTY OF ALBEMARLE, VIRGINIA Albemarle County Rio Magisterial District Date: JAN. 28, 2021 Scale: AS SHOWN Sheet of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM V.:-NLTH OF, it Co t% %TIL•1X M %\ALTER IAc \i 11=057151 t7 N z 0 f Al- m n Q F o � ' N �No DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' Lu V 1 2 V w O Q z Cn > z 0 W O U Q Lu z V J/1 < 0 / w m J a z W J uLn LL x Hq Lu u 0L W H� Lu JOB NO. 46555 SHEET NO. C2.0 U) L LEGEND ® WATER VALVE WATER METER FIRE HYDRANT WATER VAULT ® STORM INLET (GRATE) STORM DRAINAGE (SD) MANHOLE RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDE PIPE CMP CORRUGATED METAL PIPE SQ SANITARYMANHOLE OD CLEAN -OUT © TELECOM PEDESTAL ® HVAC UNIT OR AS NOTED j% UTILITYPOLE Ott LIGHT POLE YARD LIGHT Qf ELECTRIC BOX ❑f ELECTRIC METER ® GAS METER - -SAN- - SANITARYPIPE - - W- - WATER -LINE UFO- UNDERGROUND TELECOM UTILITY - UGP UNDERGROUND POWER/ELEC UTILITY OHP OVERHEAD POWER UTILITY --xx- FENCE LINE � ' ' CENTERLINESWALE/DITCH EDGE OF PAVEMENT (EP) TREE -LINE CONIFEROUS TREE (CNFR) DECIDUOUS TREE (DEC) LSP LANDSCAPED AREA N SIDEWALK SIGN QQ BOLLARD 96 MAILBOX - HANDICAP (HC) PARKING Qo 0 Q (F) PROPERTY CORNER FOUND (AS NOTED) (S) PROPERTY CORNER SET (5/8"REBAR) DB. DEED BOOK PG. PAGE ACSA ALBEMARLE COUNTY SERVICEAUTHORITY #O EXCEPTION NUMBER REFERENCE SOIL BORE CONTOUR INTERVAL = 1' SANITARY STRUCTURE REFERENCE MHSA TOP=480.06' INV. 1N=473.14 8"PVC (NVV) INV. 1N=473.11'6"PVC (SVI) INV. OUT=473. 11'8"PVC MHS B TOP=476.77' qI (2.5'x25) INV. 1N=472.84'6"PVC (SE) SHED //// / /� 0 _ \8'x 12) 1 MHS B' > INV. 1N=472.778"PVC (SV19 // IIII k / / / CONC. _ _ % _ _ - / f INV. OUT=47269' �// �'/'Ill ' Q- EPTION 18 / 19 / / - - L- -SAN WATER-L/NEESMTj I SEE MHS' fl' DB. 92,5, PG.-433L:G TMP61W--1-C-4II 111 / / p (/ IIII (15+2HC PAR ING PAC S) \ v \ THE 29 GROUP, LL C DB. 5096, PG. 510 /III III I / 72.4' I N% CONC. WALK r I // I LSA) \ 725• 723' PAVED STONE COL.CO (1.5'z� 5) L RAMP (1.5'x 1.57 STOOP bON9.. ELEV.=480.06' STFF \ r CON BLD S EP FIREWALL 8.2' c� ) I I ! \08, (MOTEL) 1 LEVEL BLD EP FRAME & STUCCO BUILDING 1S (ENTI I26 PARKING CHIMNEY m JIII SPACES TO (OFFICE & 100 SERIES N I o I '>>zF MASTSIGN' 1 / . REMAIN STEPS ROOM NUMBERS) a STONE COL. � 14j RED CARPET INN' i I I k I v ROH 72.5' (TyP) 723' OH (1.5'x 1.5) 72.4' -GONG. WALK / I W ll/llll I /OI r B i / 8H TT 15' VEPCO EASEMENT I \/ ,A \ )I- - D8.920,PG.609 /I 8 D!/ (19 PARKING SPACES) /�"DEC A264 ,5r, l l l - --47 I 2682' (APPROXIMATE) /l ` I -I ��,�' n % �Tl / OHP IIII// BM -SPIKE �Im 268A26T i* R+ /=OFIOHP � DEC 2682// // I IRON (S) fl2 €LEV=48503' _ _ - - - sONP - �� - `- -480-_/ IRONS) /�_--_--------_ _-_---------- __---_-_--___- _ -------- I \ / f� OH _ __ _ _ _ _ _ _ _ _ _ _ /HC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RAMP - - - ------ -_-_--S352138"W 188.58'_=_ _----_47_r_=_ __=_S3520'15"W IRON(F) 30'SETBACKLINE Il C&G --I O BENT() DB. 899, PG. 333 J 16 Ob 9 FOR 61W I-C-4 10 S 44'32' E, 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT FROM SET IRON FOR WRGINIA ELECTRIC & POWER COMPANY OR 284, PG. 271 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W 18 15' VEPCO EASEMENT DB. 920, PG. 609 (APPROXIMATE) 8J 16 C&G RON (S) dOa P.O.B. - f0'P KING SETBACKLINE DB. 899, PG. 333 TOP=472.98' /EX. INV l/.63' 18"RCP (SW) INV l -�- .58' 18"RCP (SE) INV 0UT=470.00'21"RCP TMP 61M-3 20'ACSA EX. 20'ACSA WATERLINE M&H REALTY SEVEN, LLC WATER -LINE EASEMENT DB. 4572, PG. 157 EASEMENT OB. 850, PG. 368 DB. 903, PG. 374 SO INLET W/GRATE (2.5'x2.5) TOP=47795' INV OUT=470.00' 18"RCP 12 EX. 20'ACSA WAT E EASEMENT TMP 61M-4 De. 839, PG. 712 ✓AISHIV, LLC DB. 1572, PG. 543 SD INLET W/ GRATE (2.5'x2.5) TOP=476.55' INV OUT=470.05' 18"RCP =__----� 18"RCP SD CURB INLET W/MHD SO CURB INLET W/MHD TOP=471.11' TOP=469.38' INV OUT=464.53' 18"RCP INV C/L BOT=44589' 18" RCP \ DB. 3662, PG. 228 / \ MON (F) / IIII IIII WIRE / IIIII�III � FENCE \ II \ li III101jI \\ \ 20'PARKING20C / III II II oil I i1� SAT / SETBACK LINE TMP61M-1-23 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C7 251.10' 182.14' 95.28' 41 °3334" S44 2623"W 178.17' C8 190.00, 259.73' 154.75' 7801921" S15030'05E 239.97' C9 30.00' 4712' 30.00' 90000,001, S903945'E 42.43' / / I I I I I�I I I ^ -DISH n, / BENJAMINKARL & CARLYERIN / \ SAMS DB. 4643, PG. 602 / \ CHAIN -LINK =\FENCE / TMP61W-1-C-1 "/it CHALLENGER WAY LLC III DB. 4783, PG. 672 1 / II WINDOW vQ0 50'SETBACKLINEWEL / \ 1 I / / / /� �� / '1'jc (FROM BERKELEY TMP61M-1-22 / \ \S` OB. 899, PG. 333 � 106 COMMONWEAL TH SOPPLY� \ / Od CIRCLE, LLC (2) 12"D6/C n \ \ \�\ \ \��y DB. 5141, PG. 638 /PAVED / / \ \ \n CHAILINK RAMP- \ C'i \ \ \ FENCE, / I s r ELEC. \ I I FENCE lam/ II / 1 WINDOW \ / I / / p / / / 1 Il I / WELL \ _ \ •24S 2F S / \ /TMP 61 W-1-C-6 IRO I `/ nro°j / / IN / \n _ ` \ Ty / INSPECTION, THE29 GROUP, LLC I / / 1 / / \ \ \ !J 0911 C2020, SWM DB. 5448, PG. 13 I I I / l (MOTEL) I LEVEL / 12"DEa �\ / FRAME & STUCCO BUILDIN BH \ �' �'Q , FACILITY IS I 1 / / 300 SERIES COMPLIANT / F ROOM NUMBERS)B TMP 61M-1-21 / �� n \ \ \ \� \ \ \ HOMAS M. & PAULA DALY / / / / /(MOTEL) I L / HAUGHEY, TRUSTEES g,/ �s \ \ � ��� \ TEES I 1STUCCO (1/ ING I �ry / / /I l \ \ �� B. 3425, PG. 126 lR N Fr \ / L 400 � CHAIN -LINK/ WINDOW \\ __ I N 7 ROOM NU BLFR /y / / / / / I / WELL \� �BT FENCE / (MOTEL) I LEVEL FRAME & STUCCO BUILDIN 200 SERIES �' 1 n ,/ ' ' / / \ ROOM NUMBERS) P On / ' / / / ' -- _ • \ WINDOW STONE COL. `J \\ \ / 6 V / '�' rr 26 PARKING ^ '� / / / �/ // / �� � \ �TOV34F2�✓6 � \ \ \ ///// / WELL I da (. 1.6J y da / , \ \ \ \ 51W--1-C-2 / / 1 SPACES TO SWMFAC�N.TY TMP61M-1-20 //r/ STONE IOL. 010 FIREWALL ' �� n�ti REMAIN lNV�46b.7 21 dRCO I r R'SD�19860009�� \/1.0'I.r 0.14' SO. t)PE/�iCG� 1 \ \\ \ CASTULO GAITAN GROUP, LLC / / �� _ �• I T \ \ �/ // / .6'x) / / �7 / / / / / iC I NV-46 .361 f0 RIFICE I I DB. 5351, PG. 65 I48, PG. 13 / / i \ \ jOU=968.49, CP 1 I I \ / STONE COL. HVAC ?q p, �QfV \ \ `, -/- fEXGEPJ/ONL\ I \ \\ \ \ /nQ• / / / / / (1.6'x 1.6) �5 UNIT /i �- \ \ ` _ _ _ _ _ _ _ _ I I I \ \ 41 / 4- I \ l TMP61M-1-19 0 �� / \ > _ - - - \ "9S'. WIRE GEORGEANDERSON In / IIII ,\ / / / RUH / "PINE / i�/� / \ i - - _ - l3DN fSi \ \ / // / n _ _ / 181`Pl E 108.65 _ p / - / \ C7 o TMP 61M-6 / / / '^ FENCE ELIZA✓. KINGSTOI / 1 PIN _ i \ l�/� \ 36"(I� _-q�5"'_- �. 18" EC l \ MHS \ \ \ w DB. 1878, PG. 660 T/OTA, LTD. / ory /, � L /Jr23o39- - � EC _ - 9 Js i (STRUCTUREI \ \ \\ \ 6 DB. 9946 PG. 326 / STONE COL. ' 8"DEQ (1.6'.A1.6) R8• I /"� i�ii i _ �� S 472- _ _ / 8.,/ OO 1\ \ \ ROH % _ O - - N� 1 \ CHAIN -LINK / / / i i FENCE PROPERTYADDRESS: a 26'/ BHA uo ( zssf / �� - p_ O (F) - O CLE -� �s 405 PREMIER CIRCLE 0? 2qs• -472- - M1ER CIR T �� _ ANC1 \ \ n n /-$PECIFIC /% i G' / ® p pRGELX� SSEASEMEN / >- 8„ nRl� ' / ,\d� SUB FACE PAINT \ i i���J� 1 \\ - 5y pCCE i \- \ VRON (S) ®/LSAT) _ _ �GL S SO INLET W/GRATE CE9-PIONS 2J 5T pG.242�� \ \ \ "DEq �(2 Ex BH _ i" ( / \\\\-18"RCP, TOP=470. _ _ IRON (F) 15 I \ SqN -ham /e i / i / 6"x 6" Q\\ - TOP=470.43' (ENT .) EX 20'ACSA (ENTR.) - \ RO / OT �Nq (4 ) / / i i / / INV. 1N=468 \ SANITARYSEWER ( i // / IIII / / / F '38• / p i iyi G BOLD \\ - 8" RCP-(N, ) MHS EASEMENT IRON \ .OUT= &728'78'"RCP (< ROH � .® / i / (T)'P.) \ TOP=472.49' DB. 899, PG. 327 - \ O J SD CURB INLET W/MHD G INV IN=466. 19' 6" TC (SW) 9 / ( ) \ ROH (3.0'x3.3) I � \ I 8 J 4"L) (; l/ / / IRON (F) INV OUT=4.6.29'6-E) S'q EXCEPTION 17 / / WOD[7 / p / \ �' V / /�` / INV 1N=466.52' 18"RCP INV OUT=466.29' 6" TC Lt 4 (ENTR.)65� \ BOLLARD l / Q / p1y / / SO INLET W/GRATE INV OUT=466.43'18"RCP MHS MHS 8„ \ EXCE9TlON 19 ?y / / (TY�.) / LS,4 V / / / SD INLET W/GRATE (2.5'z 2.5) (1 Tz 1.7) TOP=476.07' TOP=469.54' \ \ 0&, a O" / / ""� /� / / / I . STRUCTURE SURGED' INV IN=461.24'8"PVC (SW) / TOP=474.53' SET ON TIMBERS INV IN=461.24'8"PVC ELEC. \ WTAL FENCE / (^ 1-L_ / N/� / l / INV 1N=469.28'21"RCP TOP=471.88' INV IN=469.92'8"PVC MHS (SE) HT=50' l 7' INV OUT=469.28'21"RCP INV OUT=470.67' 12"CMP INV OUT=469.778"PVC TOP=469.62' INV OUT=461. 19'8"PVC Sq TRANS. CO / I �l - I I 'TOP=475.41' N\ L. (2)8-DEC ' ti C / i f0" EC / / INV IN=463.82'4"PVC / //I/// / / / v 4"DEC ��/ v /\ i �II / I INV IN=469.45'21 " RCP INV IN=46330'6"TC(S /My, ,/ (1.6'x 1.6) �A/ l / INV OUT=463.09'6"TC METAL �F/E�/ '� / / 1 ?q / ( P�I �` WATER POOL I , g•` /j � /� / INV OUT=469.43'21"RCP I /(10'1xI 1)/// /?' 1 ,// / VAULT / CONO 1 �Q SD INLET W/GRATE SCALE V=30' 0 30' 60' 'ALTA / NSPS LAND TITLE SURVEY' OF A PARCLE OF LAND CONTAINING 3.749 ACRES FRONTING U.S. ROUTE 29 AND BEING TAX MAP PARCEL 61 M-6 IN THE COUNTY OF ALBEMARLE, VIRGINIA Albemarle County Rio Magisterial District Date: JAN. 29, 2021 Scale: 1 " = 30' Sheet of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM p O��L:�4Ty F l� s� cooca. y t' I I% %TIM 11 WALTER y I.Ic. Vc> 0=057151 rn E 0 N U N � C > E w ° E Y � U a� 3 LL 3 0 LL o wwo Q j Uip W J -uj w rn N CD WF y M 0 x �_< U j ID H Q c rn O N � M 00 a� ID IL AL F v z� 0 z � � O 0L .�+ 0 > U V) w w > � c O ( z U gz� wgL w F J U7 z e Z LCL F ti rn � n Q ry o 0 ti DATE 612112022 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1"=30' ui a V z11-4 C O F-I j.Zq > I- m z z Op U 2 U W J / / C7 V) a Z LU W I --I CO L J r a U) W 1­4 J w U/ LL U W 51--4 Lu 01 CL JOB NO. 46555 SHEET NO. C2.1 c a c m t m _ 0 m 0 3 a 7 9X O a0 2N 00 M o 2 mw M w �N a 0 O w O Z ZN O d 2 a 2 m F m o� o a 2 Y �" x C 0.0 0,6 2 2 h E `O E M 0 m 06 a = �a !0 'a 0 m o W. m 6 � 2 MN A = =s s. E h w _ E L OL:'.LTH pF l� ML•-IxM WALTL•Ry I.1c, Vc 0=057151 rs/ON A L LAG rn E 0 �d N U ./' Amil- ./\' / \ \\ \ \ \\ \ \ \ F_ENCE„ / uj E . :/ ::::: -/- ' . Y\.. \ I \ . NOTES: l l l IMDOD 1. REMOVE ALL ASSOCIATED UTILITIES u 3 / l I FFNCq / ::/. . ' . ' . ' ./' � .l E - I \ .1 SERVICING THE BUILDINGS BEING a 0 3 :.! . ' . . . „ I � \\ � \� 7�, REMOVED. w O m .� / / ' /' L 2. COORDINATE WITH ACSA FOR WATER ¢ Lu _j U w z PIPES AND STRUCTURES AND SANITARY w - ^ O >> \ . . ' { ; . ; 24" ECG c\ I \ '`S.7' SEWER PIPES AND STRUCTURES. 3. COORDINATE WITH UTILITY PROVIDERS z w M > . . ' . ; 9. : - : \ \ np FOR THE REMOVAL OF ELECTRICAL p x N z U U TMP 61W-1-C-6 / l ' : /.: ' :..:. p$ \ \ \ \ Tq w 0 J ; .:.:. /. ' ./ ; ; ; - \ \ \ !/ CONDUITS AND GAS SERVICE. v p g THE29 GROUP, LLC DB. 5448, PG. 13 4. ABANDON UTILITY EASEMENTS WITH c / / / / / !' : - : ' : ' : ' : ::: ' O / \ \ REMOVAL OF UTILITY PIPING. � U > `D O � 0 12"DEC \ \ / !E! ¢ V) In V1 REMOVEo� owhh / _ 3 S Q o \ ��\\� \�� \ / �ry w UHWW / , v v 3 z �Ib / : 'REMOVE.:: o r� :LIGHT' : `O 4B0 .G \ \ \ \ co H > U U / \ \ \ o w w O ' POLES : J/ \ \ \ \ \� \ \ \\ \ \ TMP61M-1-21 z v 2 2 \ \ \ \ THOMAS M. & PAULA DALY g z g HAUGHEY, TRUSTEES U> w g DB. 3425, PG. 126 c� ti ti \ C0 QJQQ // ) m / \ \ \ \ \ \ / \ ./:' // I WINDOW \ \ \\\ _ \ \ 0 z - 2 2 // I / WELL 1 \ \ \ \e _ _ _ �1 \7S' _ .. ii ll k. E . ' l: ' :�a�,/7 : ; / .0�/ (MOTEL) 1 LEVEL \l O / / '` / ' / RBC _ _ 4'JS�` NTX/INSPECTION, \ \ F rn W n :::::.: / / - sl/2Mi3R _ / 2 Q ry o0ti I FRAME &STUCCO BUILDING _ _ _ 200 SERIES \ / / / ' �� - _ _ _ _ 09/ 2020• INDICATE$ SWM \ U () kD f jai / _ �AQIL T� COMPLIANT \ Q 8" 1 ROOM NUMBERS) //// / //- - O ' ' ' : - : ' ",n 'RENIO. - : I 26 PARKING SPACES \` O ` / / j / / / \ \ \ 1. .5. -STONE COL. // w {} TO REMAIN ^ iJ //1 / / / / /// / \Si.ox)RSER"STR� \ \ \ (D DATE / j :'. Dy / ti f/ l//'// // // / \ obi96 ��\ \�\\ / ::::: .. - . .(I6'x.rs2: a p a / / � \ 6/21 2022 TMP 61W-1-C-2 / // / / // / :R VE' : ' : ' : - : ' : ' : ' : ' : ' : ' : V / ,y`V / / / / SD OU7/LE% / / (1.0'x 0.8vS0. O�FyMVG% \ \ > DRAWN BY THE 29 GROUP, LL C /// // // / / - O / \ INV=468.36\f0"O IFICE \ DB. 5448, PG. 13 / l / / // J // ry 16 z . . . ....... . ... L / f� / lNV=46801'�1 jRdP �I/ ✓ l \ \ ' I i / : ' : ' / naD / / / l l / } INV OUT=4614.49' ��" RCb 1 . .. :.:.: :':':':':':': // \���y A.MABEE Ph / Q E / // //\ \\\\ \ X'C<\ \\\\ '�---470=---/-- \ \-/J // / DESIGNED BY /// Hvac �A/, / A�� / // �'� \ \ \ -` - / / hD ( • 1. SHOWALTER V / / ^ UNIT / \ \ \ / - _ - (EXCEPJJQN L51 - - _ _ _� L\ • / �' 15/'PINE L i / /'o / - - - - -- _ - - IRON(SL • CHECKED BY REMOVE ISLAND / ROH / / / �/ r / xii ` L_ / O�',/ 8" - �k� i • 1. SHOWALTER fZEMOVE: SAWCUT AND MILL / ��\ _ 10g.65' _ , _ _ 1I/ AVEl\ g"W -475 18"vEc / / � / / / / / / OVERLAY 2' 10 MATCH / / _ - , 39'3 _ • • SCALE /�J ! / / J .LIGHT a / 1 ' r� - ' S23° _ 18•,DEG- - - - - - _ / / EXISTINGP ENT p / ��' %�--------�� -/ 1 =20 ly,(l4j fA"DEC ' ^ , / /ry _� � / � � 3A/G • u ' STQNECOL. / GP ii ' i r - - _ - _ _ _ _ _ - - - - _ �� S41'N 8., / ® • / _ 8"DEC. / 1. x 1.6' / �8' _ 'j////J/ /.' \'/ L .:J.: \\ ROH / \ it"//// ���> �- /5! 4715"DEC : ✓ DE(Y ,U i IRON ^ G nREMOV'E': �\-L.S.A--ram % ? - L4GMT/ : \ _4n- - - - EM1ER CIR • �� % : - : ' : ' : g /i'' / ' ' GEL' SEME i OVE \ s• / / / ® PR Xl NT A f - AR ss EA G ' LLARDS T�I . > :. : : ://. .. p. :.SPECZFA� /_ 8 2 IOgDG.24 TMP61W-1-C-3 :ABANDON:EXISTING:' Sy RFACEPA/NT- �RTEREPLACEG1� / Wt L[THE29GROUP,LLC am ANLET TOP WITH IRON (F MA DB. 5448,PG, 13 V. . /1 NHOLE 18" RCP 6"x 6"\\\ ^\ (ENTR.) WOOD \ T `i RE VE: SANITARY.. /.:.: b . / / i� _ _ / G / / BOLLARD �\ MHS S A CLEANOUT AND .:.: / / / // / ® MHS r1 E\NE ft 'S/E:LIGHT' / / \\ SD INLETW/GATE TOP=472.49' / / /. ' . i TOP=476.07' REMOVE UGP CONNECTIO/ QJ ////// / J / S80CIATED PIPING ?ops O POLE GC? DINATE I \ / ' / / (3.0'x3.3) STRUCTURE SURGED' IINV IN=466.19' BUILDING AND COOFj{�ftiTJ/ / // / / / �/ J / / ' a / TOP=470.43' (IN IN=466.67' WITH SERVICE PRk3V/idE�L // / / . '/ V1/tTF� PROVIDER V \ / �/ / / / IRON F (s) INV 1N=469.92'8"PVC INV 1N=468.60' 12"OMP INV OUT=466.2 / / / / - . . - - FtEMQVE/- : J \24"DEC\ / / / / () INV OUT=469.778"PVC , ^ , - . . - . _ - , , _ - / / / / N / i INV 1N=46Z66' 18"RCP (N, SWM) V $"x.6t' - / I /\ / / \� / / 7 RELOCATE NO p1ti INV. OUT=46728' 18"RCP 0 EXCEPTION 17 . - lNOgtl / \ / / / f BOLta D // PARKING SIGN/ SD INLET W/GRATE RELO d E/f�a / // / / / / ; . ; .: .: R VE : R. / X / 1�J / / SD CURB INLET W/MHD (SAG) ( P.I . REM / A / / (1.7'x 1.7) LINE/P,o Nr_E,D Li / / / : /. . ' . ' .:. - . SOrLAfZD ; LSA Q / ! / / PN / / / 'SET ON TIMBERS (3.0'x 3.3) EXGEPT10' .. - .. ' 2 .. J ....... - [ ' l / // / TOP=471.72' TOP=471.88' / / l INV IN=466.52' 18"RCP REMOVE GAS METER/ / / / / / / REM 1tHA; : : ' : 8 ' : ' : ' : MOVE : ' T / / 4' / / / / / INV OUT=470.6T 12"CMP z /// /J / / / / - E \ . 'MEYAL. . . ' !' / l ^ D _ / /l SD INLET W/GATE (2.5'x2.5) INV OUT=466.43'18"RCP Q AND ASSOCIATED PIPINE3 / / / GOORgI E : E `V/ L / / / ITH RW$A ; HrFad" . . .I . l ✓ // , �' / / /' CG // l / / TOP=474.53' � J REMOVE SA111{f Y / // / / // 10"D C 17 / / lNV 1N=469.28'21"RCP SEWER CLEAN(j Tj // / / . ' ! :.: : ; \' / /� I // INV OUT=469.28'21"RCP a / HD M&H REA572, PG 15 LLC 1Q`� �. : '� ' : ' REMO�FE / J / TOP=47541' DB. 4572, PG. 157 z ASSOCIATE�LP1➢JJ / ( x ) / ' - ' 6. REMOVE ? SIGNAGE / I INV 1N=469.45'21"RCP (2)%DC \ POOL I / : 8„ / �/ �' /J I INV OUT=469.43'21"RCP TMP61M-4 4tL/ s/ d .:: I -'REMOVE' : >9 / O O REMOVE DB.�572, PG. 543 JJJ // 8„ MOI = w/BOLLARDS F- RELOCATE EXIS IN�'/ // / � D� � /' I' ' . ' I � \ / LIGHT. POLE I-^ - � - Ex. 20'AcsA wgrERUNE /T // // k / ` /_..Q :.�q ... - ' . '/ SHED - / / I I \ EASEMENT O SHED ON SITE PE`dd / / JJJ ` - - - - / SEE/ - /'% /// / :'/:�`':'. j'.': (8'x12) i ':'MH6B'. II I V/ a OWNER DIRE Tlbf�/ / / / I _ _ _ _ -- - / . ' ' �/. .:. I l L � �( w OB. 850, PG. 368 �' REkIOLLJ VE. .: :':''/ rf ' -I I EXCEPTION 18' _/. . A . ---7 I\ \ A1; y-. AN .-'SAN_ _- -1L : - : V:j' : ' : I \ J / Q LL .::::.:. . : '- : __- �./�--. tIr:�:7� �'I:' \ rLu I/11ENCLlII / / /ABANDO.:i �....I _ ____��e-<_-_,. OVE I -- I l mi / l ✓ /. \i :.:. . ' . ' . F gE MHS A' -. �\ = -: _ _ O LARD I - -I I r ' A / . / _ N MATCHLINE 4 r� \ . WATER-LlNE�5�1.T.' - . �. �_ W. .-,C-. - W- - _ \\-- i I I N h V. ' . ' . '2s-pG..a33. ::\.: �::q ::: ' . . ' EXISTING INLET` :' I / / WA TER SD INLET W/GATE I 54 I orb v G .� . 'G . ' ' - : ' : ' : j :: �a :: TO REMAIN_ \ ./J 1 \\ /r EASEMENT (25'z2.5) 72.4' O h / .�I OB. 903, PG. 374 TOP=47298' I I I a I / I I III J / - : ' : - - _ _ / SAWCUT A M LL AN / 1NV IN=469.63' 18" RCP (SW) -gJ I / I / I \ OVERLAY 2' TO TCH INV 1N=469.58' 18"RCP(SE) I / I W (15+ HC ARKI SPA S) \ I \ / \ I \ \ ISTING PAVEE / INV OUT=470.00'21"RCP I W d780 / MAST SIGN.' I I ap RED CARPET INN' CHAIN- FENCE L/NK r/\�`�_ \\\ TMP 6 -1 / 1 I III I I / / / 2 \ 8"C.NFR \ G� CHALLENGER ER WA WAYLLQ l DB. 4783, PG. 672 / l / / Ica ///// L '�,' / / 50'SETBACKLINE TMP61M-1-22 /; \ \� \ ` / (FROM BERKELEY 106 COMMONWEALTH fl / / / ::/ ./' / \ _ 48S� _ SUBDIVISION) OB. 899, PG. 333 CIRCLE, LLC G. 6 \\\\\ DB. 5141,PG.638 . � 'PAVED ./. . ' / \ \ \ \ \ \ \ \ CHAIN -LINK / r�(6 SD INLET W/GATE er / 47'p- 8"DEC I / l SAWCUT AND MILL AND I t BOLLAR S/// LSA \\ I I TOP=47795' OVERLAY 2' TO MATCH I / / / INV OUT=470.00' 18" RCP I I !�S NEEDE/ \ � \\ / / / � / / I � I EXISTING PAVEMENT ui � I REMOVE SIDEWALK TO EX 20'ACSA WATERLINE �9` THE NEAREST JOINT EASEMENT - I DB. 839, PG. 712 \ OH rr \ ' I ' C(7NC / / / a I / OH i / / / / /� /' ONERADICATE r 1 I STkP� \ I ' SO INLETW/GA(S) TE m _ _ BjDEC / // / / / I I �ISTING STRIPING I..L I ry I I (25'z2.5) _ / /, / / I c� I I GQ I \I TOP=476.55' - - - - - - -480� _ i � / / /' 9' / \ ip11 I HC I I m (ENTR.) INV OUT=470.05' 18" RCP - _ �_ - - _ _ - --/ LQ I_ _\ / I RAMP HC .6 1 MATCHLINE I/ -----_-__- --------- /'/ / // AMP _ RELOCATE EXISTING MAILBOXES; _ _ 5.4' �cJr' / ; I CONTRACTOR TO COORDINATE - - y{ 15"W 110.00'- - - - - - / L/ \ JOB NO. h I I I WITH OWNER FOR FINAL LOCATION _ - - _ _ - - - - - _ _ _ - ' I _ _ 46555 I- - - - - - - - - - - - - - ----------_ ____ ' W / SAWCUT AND MILL AND OVERLAY u UF6= _ _ \ -I 478/ / I �// I I 2' TO MATCH EXISTING PAVEMENT _ _ - XITANGREMAIN LET INSET _ U_FO__ SHEET NO. �/ // 0 71 I I Ell) -473_ 1„=20' --�18"RCP --- C2.2 / CONC. WALK 72.4' \ 72.5' REMO IGHT POLE; STONE COL. ERADICATE PARKING COORDINATE WITH PROVIDER STONECOL (1.5'x 1.5) STRIPING (TYP) RELOCATE EXISTING SHED ON SITE PER ABANDON POWER EASEMENT REMOVE GAS METER AND ASSOCIATED 0.75' OWNER DIRECTION PIPING; COORDINATE WITH PROVIDER SAWCUT AND MILL AND OVERLAY 2' REMOVE SANITARY STOOP ELEv=480.06' v TO MATCH EXISTING PAVEMENT (TYP) (MOTEL) I LEVEL MANHOLE BLDSr FRAME& STUCCO BUILDING FIREWALL &2' (OFFICE & 100 SERIES BLD S EP \ ROOM NUMB RS) CHIMNEY 0.8' \ 26 PARKING SPACES CONC. BUILDING TORE MAIN JJJ ROH b TO REMAIN STEPS (TYP.) ACTIVE IN PHASE 1 ROH STONECOL. (1.5'x 1.5) _ _ y G72.5- 72 3' 72.4' CONC. WALK I _ c a ._ 0 EL n c m w a c m L h c 0 d 0 3 D v'0 o� 0.0 vz 00 a o 2 c m 6 E m w m a0 0 d o� Z zN 0 d 2 x 0� o S. a 2 Y m h w o 0,6 2 2 h m = 0 _ E o M 0 m 06 a c m M ' 0 a m m o m 6 2 m m h= c 0 m s. E h w t E � E L \ s TJ HATCH LEGEND CHAIN -LINK SIDEWALK I FENCE Ill / I LIGHT DUTY W--1-C-1 I I I I I II // / / / \ \ \ ' \ ` - ` \ \ \\ / TMP61/ I I \ PAVEMENT �\ CHALLENGER WAYLLQ / DB. 4783, PG. 672 HEAVY DUTY PAVEMENT GRAVEL %• \ 1 / l / l l I I / / / / / _ \ ` ` ` \ \ / /'� 50'SETBACKLINE SHOULDER TMP 61M-1-22 106 COMMONWEALTH SUBDIVSION)LEY / DB. 899, PG. 333 CIRCLE, LLC DB. 5141, PG. 638 co CHAIN -LINK FEN WOOD FqNCq If TRIM EXISTING VEGETATION ALONG PREMIER CIRCLE TO PROVIDE SAFE \ l l / I / / / p / / \24 PASSAGE ALONG ROAD. RESTRIPE THE CENTERLINE AND STOP BARS IN ACCORDANCE / / / / / / WITH VDOT STANDARDS 1 ` l j // l l / / / I i // 2"DEC / / l / / / l / \j�+,•��q\ ` \ �\ � � \ \\\ QUO /It TMP61M-1-21 INSET US ROUTE 29 // // t/ // / // �� / l \\ \ \ \ \ \ \ �/ \� \ THOMASM. & PAULADALY 1" = 60' / / / \\ \ \ \ \ \ \ HAUGHEY,, TRUSTEES /// �\�\ ` DB. 3425, PG. 126 / / / / / .._. WINDOW \ \ Ill // / / l �/ ........ 9' �P) / / / WELL - _ - RR 5'SETBACK /////// �/ // J5'.... // // 1 / �O% / / / // / // -_-_- _ \-�`- /,%^\\ \ ry'....' / I / ...... 9' (TYP.) .... .. / O (MOTEL) I LEVEL ( / / ' '�' ROCK �4j5\� \\ FRAME & STUCCO BUILDING If/ / / , -ARMUR _ _ - C(3U/J7l�iNSPECTION•S, ,\ \ d \ _ _ l�i/T COMPDA T \ / I l ......:...... ' ...f:.': o I / ^ 200 SERIES \ ROOM NUMBERS) // / - _ _ _ \ \ \ \ C \ \ ACCESSIBLE DUMPSTER. � / / / / / / If .........16 ...." 24' : ' :.' (.:' ' / / / p0 j /j/ / / / / � / / /' � \'V MR%SER ST� SEE ARCHITECTS PLAN / / / / / // / /'.'... ':.':.':.'.. n /. FOR DETAILS / / /�g� / // // / / ..' ..'.' �✓.:.: %.: V WIDE GRAVEL SHOULDER / aa' o a\S / / j/ t / / / / / / / /' \ OA=47296' ` \\\ L\ TMP61W-1-C-2 / R5' .. ... ..':.'! / , INV �T83'` \ ` 1.\ \\ (4) BOLLARDS / / / / .....18- / / / // I SD OU7P-EEl' t / (IO'x 0.8vSO. OPCNING/ \ \ THE29GROUP, LLC / / WHEELSTOP (TY¢.) 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FUTURE TRANSIT STOP TO BE T NECOL / 5 - - _ - - - - �- \ , ...... �/ / :.....:.".': ` CONSTRUCTED AND PLAC�D R¢' _ 3 (g1�'xf.6) �8' / I// "RG' i �i�- - /SP �472- - i STN 8 SERVICE AT THE DEMAND " \ ' " / > / / 18' (TYP.) / ROH Tx / ' i - - ' FLUSH CURB ... ' .': .':.:.' ♦ // .... / 15"DEC RETAINING WALL WITH ////�/ j////// / o "..'..'.'.'.'.'.:.'.'.'.'.'.' ♦ OF THE COl9NTY`/ ." .': .'...'.'/.....: VDOT STANDARD HR-2 / // //// / /OVER HANG\R10.fi PEDESTRIAN GUARDRAIL / ' // // / C� ... t.. ` . .: v \ i :'� j / / / , ® PREM L'X') MENT ik� / / / , - .- , _a72- - IE / / / / / 10.39' a. ♦ ♦ \� ice. /rl i . ����-\ PN/ (FARCE AOOESS P3r'E , OR CHAIN LINK FENCE ///�// / / % R10' I': \ 8"DEC / - 5 50' / ALONG TOP PER / / / / / / / '<..; .. / 18 ....'...'.'.'... - �, \_ / �, T �%'��' I `\\ ' ' ® fIpNS 2\ &25 pG. 242 ' / / / / / ... ....... .. i _ ® / i \ CEP _97 TMP61W-1-C-3 ARCHITECTURAL PLANS ///� / //i/ / / CG-1 RAMP ................ DB THE29 GROUP, LLC /`/ / / // / / / �b \' - ...: .... `- DB. 5448, PG. 13 ♦ .'.').'. .." / / �' / ( / -%' / \ _ - - - - - IRON (F) MAST SIGN.' CARPET INN' FHA / _ /i' / / \ \ \�-18"RCP - «- �i // G / \ \ - /// _ .. / R10' / / / ,� // / / 6"x 6" \\\ _ _ - - - _ (ENTR.) .. .. 4J ,f'� / / / WOOD BOLLARD .': ♦ �'i / (TYP.)i' \\ N MHS / / / `' ^' �. / / /l / / / ® ' \\ SD INLET W/GRATE MHS TOP=472.49' jjii�� /• / / .. • .. '"Ca b, / '' ' TOP=476.07' IINV 1N=466.19' / / // / / •'. J' - . - ' ' ' ' ' ' / STRUCTURE SURGED' TOP=470.43' INV 1N=466.6T --: .. ... CG-12 / ♦ / / , INV IN=469.92'8"PVC 8 PHASE 1 \ '''' / / IRON F INV IN=468.66'12"CMP(S) /NV OUT=466.� FHA ♦ / / O INV OUT=469.778"PVC \�• � .'.' �W �ER.".".'.. / / / i INV 1N=46766'18"RCP (N,SWM) / / / VIRGINIASUPPOF�/fIVEHOUSING , 1 /l 0 /Pf / / / TER.'.'.'.'..'.'.' CORP 1 I INV. OUT=46728'18"RCP 4-STC� IES A ' /7 -�/ 4 . % ' / - .STOP , / SD INLET W/GRATE I / // / � / 80 UNITS 20' X 6' PAD FOR BIKE +�. , ;• CG, Y / 26' ♦ / SO CURB INLET W/MHD (SAG) • / / (1. Tx 1.79 (3.0'x 3.3) / / / // / •'' RACKS; 5 TUBES; 10 2 / / 15' PERMANENT RETAINING // // / / / / COURTYARD / /) R25' , / "SET ON TIMBERS BIK $;REFER TO y f / TOP-471.7r WALL CONSTRUCTION AND // / / /// / / / ' / (2,700 SF) \ / NV OU1.88' // `/ / /'. / / HEFT CI.1 / / / INV OUT=470.67'12"CMP INV OUT=4.52'18"RCP MAINTENANCE EASEMENT �// // ////// t: / I (SEELANDSCAP� / \\ t \ / 5' j/ \ � � / INV OUT=466.43'18"RCP / / PLANS FOR DETP/ILS / 5 ti/ SDINLETW/GRATE 25x25' tt // // / / / / ) ' ) / / DOMESTIC WATER �pC / / ( ) LINE AND METER / / l / / TOP=474.53' TMP61M-3 \ INV IN=469.28'21"RCP FIRE SERVICE /J P - / HD INV OUT=469.28'21"RCP M&H REAL TY SEVEN, LLC - /�5% / O� �1` TOP=475.41' I DB. 4572, PG. 157 CONNECTION I / ,/ / ( J INV IN=469.45'21"RCP Q INV OUT=469.43'21"RCP TMP61M-4 / \ JAISHIV,LLC 93 � � • ` 1 � / I 0 ��Jtiry Q � / DB. 1572, PG. 543 C\P // / // / r ( 11 a' �/ ✓/ �� J / I / 6' gP• I SCALE 1"=20' EX. 20'ACSA WATERLINE // / // k � / / '� � �' " `�•. : _ .'• /�- a .• 1 ` - - _ � � l / � / / �/I > EASEMENT \ N / I -' DB. 850, PG. 368 o. / / // /// / //// `/ / / , _ •- I C'} / 2 /I I L � W _ PORTION OF SIDEWALK AND � 4 . 1 \ / C RB T BE ASPHALT I A l l l / J_ T (.. V F. I 2 \ / I EXISTING OFIRE HYDRANT} + L / _ GAR N AREA /- I m • . •I`\ , _ �_ / / TO BE REMOVED I I I } _ �� MATCHLINE / i I R25' I 54' I I \ OW RETAINING WALL WITH _ - _ I 1 455 (2,000 SF)(SEE LAND GAPE , I \\ \ Q--- _ 6' WIDE CROSSWALK STRIPED PLANS FOR DETAILS . - _ / I I---�--- - I I I I / FENCE ALON TOP PER \ , -� - � zo'AcsA PER VDOT STANDARDS I WATER -LINE SDINLETW/GRATE)-''- I - G AEA G / - G �� ARCHITECT PLANS C� / I / I l p"�" I / EASEMENT (2.5'x2.5) _ _ l t:•.. I p I I I" // / / ' 29 ACSA EASEMENT b ' ` / V \ / DB. 903, PG. 374 TOP=472.98' llq�1 l I / - / DEC / 21.0T j {} , RESTRIPE THE CENTERLINE AND V V v / INV IN=469.63'18"RCP S v I l III N r J ` (� l l l: ? -4/3_ - STOP BARS IN ACCORDANCE 1.5" WATER METER TO SERVE SANITA Y SEWER CONNECTION; / I I INV IN=469.58' 18"RCP (SE) / I I _ FRONT MOTEL BUILDING ADJUST TOPS REQUIRED TO mATG�H / \ l INV OUT=470.00'21"RCP 8"DEC I / I l ± WITH VDOT STANDARDS l j I I I 1 I /' /�� 1 PR P ED D CG-12 I / `( / RE EXISTING N� .1. \ INSTALL STOP SIGN PER CONC. WALK BOLLARDS / \ `V / \ VDOT STANDARDS -472- - TIE WATERLINE TO ISTING STONE COL. L I I \ / / \ / l WATERLINE TO THE WEST. sroNEcoL. A / \ PORTION OF SIDEWALK AND (1.5'x 1.52 11 I /i ` / \ CURB TO BE ASPHALT ` \ OH CONTRACTOR TO LOCATE LINE I ` 12. \ I EX 20'ACSAWATERLINE OHP-�- / / I m \ / ) / / - RON(SJ 12' MIN / PRIOR TO BEG INNIN 0.75' I I I I 1�.52' ,\ DB. 39 PG. 712 - m - _ B�DEC / / / / (TMP) CONSTRUCTION AN COORDINATE TOOP - I \ I �_ / / / WITH ENGINEER. II ELEV aso.os cpNc. /f a I / - - - - -480- _ _ /'/ ////' ;' - I n11 I HC I/ I �u�Lr/f�/ / RAMP I I ST P i SO INLET W/GRATE - - - - _ / / / I (MOTEL) 1 LEVEL I I I - -->E�•� / I L_ -\ BLD S EP FIREWALL I cy I I (2.5'x2.5) - - - _ -480- / / / / / I FRAME& STUCCO BUILDING 5' X 7' UTILITY _ _ _ BLD S EP \ TOP=476.55' - - - - - - - - - - EXLSTAG (OFFICE& 100SERIES TRANSFORMER I I I / I INV OUT=470.05'18"RCP _ _ _ _ _ _ _ _ - - _81 v / / t / / I /l/V/ l ROOM NUMBERS) CHIMNEY 11 FHA I I I .'. I I (ENTR.) - -- - - - _ _ _ L : • . - - - - \ _ _ _____ / CG-12 / CONC. I MATCHLINE-------- - - - - -- � --- I - - - - - U ------- UFO--- 0'8, \ STEPS {� STONE COL. I - I � �• � - bbb (TYP.) ROH 1 5.4' I I r�, I / - - --- --=UFO- - / cp .5'x 1.57 -- I ROH i� INSET -------- / CONC. WALK I / ' I I 1" = 20' 18"RCP O��L:�4Ty p.,t, L coca. A 1 U%X J1 WALTL•R P I.+c�,, N.4022057151 :tea G�17/2023 ��: rn E O N U N � c > E w ° E U uV 3 LL 3 o a o w� 0 L ti Q j W U s J -uj d.. rn � O N Z W y Mo.K x g��� oQ �v c U j H c0, rn O N � M d � 00 I H am O oc 0 LmI AL Z O a F v z�(n 0 z�� O p L .�+ 0 W 3 Z L O ( Z u e gZ. wgL J (n Z " Z i L w a '14 DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=20' JOB NO. 46555 SHEET NO. C4.0 L SCALE 1"=19/ / 0 10' // / / M. /It It / It/ / 481.891 / / / 481.75' 481.04' 481 481 /486.94/ / 481.69' /A8'1/08;// 480-97' INSET 2 1„ = 10' 79' 74' / CHAIN -LINK FENCE �N MIL -ISM WALTCR y TMP61Vo�01057151 W-1-C-I I /II CHALLENGER WAYLLQ DB 4783 PG 672 / 1 1 1 1 1 / / / / �481.70' 481.70'SION SION ♦ / / I I I tD� // / / / / .� / / \` - / '%� ` AL 481.65' ♦ ♦ / / / / / / I I / / / / / / \ \ \ \ \ / / x\ �J 50' SETBACK LINE / TC (FROMBERKELEY TMP61M-1-22 81.56' 481.51' 106 COMMONWEALTH / H.94' TC / / l / 1 I / / \/ \ 8S� SUBDIVISION) M E / / / \ DB. 899, PG. 333 rn u 481.89, TC I / l / 1 I / / // / \ \ � � \� \ / CIRCLE, LLC N o 481.82' DB. 5141, PG. 638 / ry 481.49' 481.37' / // b I �/ / / / 1\� •� \ \ \ > 0 GND \ \ \ \ F- w 3 0. \ \ CHAIN -LINK QTC 1J 3 LL o 481.92'\\ ¢ jUm Z FC / l / I WrDOD / / / / , / - \NBA ' w - �^ O > l / I FFNCE1 1 / / / 480.34'' \ \ _ \ tiSso a vi p N .81' / rvv a 22 3.0 x x N z O O Jz p00 / l I 1 / // / ! l 24•• \ \ \ _ \ \\ ?�, B?S� Q m w p z O // \ cN Z z U�' TMP 61W-1-C-6 THE 29GROUP, LLC DB. 5448, PG. 13 5' TMP61W-1-C-2 THE29GROUPLLC REFERTOINSET2 DB. 5448, PG. 13 FOR SPOT GRADES IN THIS AREA I //// /�. I //// /C4J / 12" NYLOPLAST TMP61W-1-C-3 BASIN (TYP.) / �+�// /// / 481.00' THE 29 GROUP, LL C /� / h� 481.68' DB. 5448, PG. 13 // 481.40' FFE=481.7 481.68' 480.80' / 480.94' 480.88' f as4015..48' 481.5481.48' F� �0 FFE=481.76'1 /{" 481. 481.6 / / / 482.25' 4842 81.48' 481.39' 48 482.18'/ 481 /I / 483 ' BW 484 G- o �I 11V�• 1�A�-- I 487.3�' / CLEANOUT (TYP.) p - 1 v BLD S /l/ III/II III lJ T I� / / I I I/ 1 1 O.8' \ CONC. MAST SIGN. I I I I I I \2j STEPS -D CARPET INN' i I / / I I I i ROH Zc 72 5' (TYP.) 12"DEC \ i IMP 61M-1-21 O J U) � � \ \ THOMAS M. & PAULA DALY x Q / / // // // 483.44' 483.17' / //+ l \\ \ \ \ / \ i\ \ \\ HAUGHEY, TRUSTEES j Z Z Z \ \ \ \ DB. 3425, PG. 126 0 z LL 483 / / / / I / m / \ \ \ \ \ \ / ', \ \ \ ry N M / ' I WINDOW \ ` ` \ _ \ \ \ F ry ry N N \ \ I \ \ 7 M W ��\\ 482.60' WELL \ 1 /\I SWAL�CENTER LINE; / 1 / _ _ _ _ _ - - �\ \ a ; N ./1.0%SLOPE p� / / / / ___-----\_� z �o /�! / / / / / �ry 481.96' / / / I .r)�/ (MOTEL) I LEVEL \l /' / / \/ ' RBC _ -4jS\` / ' \\ ` O FRAME& STUCCO BUILDING \/ / / _ _ _ _ _ _ _ = _ 09/ ONISNDICAOE$SWAr \ \ 200 SERIES / / / _ -ARMOR \ ' 5 DATE V / / b / / {} �• I / / / / / / _ _ _ _ �A(,'IL TYT�\COMPLIAfYT \ �' 31 / / / / 482 / / 8 / ROOM NUMBERS) o / l / // / / / / / / / _ _ _ _ \ \ \ \ \ 0 6/21/2022 S`Wvf R%SERSTl2� \ \\\ � \ } DRAWN BY / L L - - (s.oz3.3,GRAk), \ \ \ I \ -----� �a p / /^� / // / / //// / / NV=�T83, \ \\� \ I 481.51' fo' r\� l / / / 1 / / / / (1.0,xo&:30 OPINP)\ I A. 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I..L 6 BOLLARD / (TYP.) i ' \ \ MHS MHS CONVERT IN TOP=476.07' 7 126 C / / / / i � / i / ' \ \ SD INLET W/GRATE TOP=472.49' (3.0'z 3.3) �INV 1N=466. 19' 6' v / I GRATA MANHOL INV IN= URE'SURGED' / TOP=470.43' INV 1N=466.67'6' 0 7 47 'w \ / ' TOP SET TO / INV 1N=468.60'12"CMP S INV IN=469. 92'8"PVC �INV OUT=466.29' L J 8 / \ 47 .27' N10 \ ♦ / ' / / / IRON (F) IN INV OUT=469.778" PVC a i INV 1N=46766'18"RCP N SWM / / / / / POSED GRADE / (, ) LL 47 .�8' / 475.70' 1 / / �, / IXGND �A1ry � I INV OUT=46728' 18"RCP ~� 125 \ b Y \ 7 SD INLET W/GRATE SD CURB INLET W/MHD (SAG) t J 481.09' / 481.36' // 477.36' �C2 / / / (1. Tx 1.7) / 477.36' Q / / P� , / "SET ON TIMBERS TOP= 71. Q 481.36' / / / // / / TOP=471.88' NV IN= 66 477.25' INV OUT=4.52' 18"RCP Z 477%63' / /. i / � / / � INV OUT=470.67' 12" CMP INV OUT=466.43' 18"RCP / / \ 475.47' 1� ryT / / �' / SD INLET W/GRATE (2.5'x2.5) z Q / 481.45' ' \ 'C / ? 477,71' 47 // / / ' I' ��473.11' i / TOP=474.53' 5 / / 480.50' 108 g / / INV IN=469.28'21 " RCP I TMP61M-3 O /481.68' / \ C Ik1r0 / I / HD / INV OUT=469.28'21"RCP I \ / I 474.74' I (O Q =481.76' 481.26' 1 \ 480.58' / \ / / / I I TOP=47541' I \ �.65, \ I EX 20'ACSA WATERLINE W INV IN=469.45'21 " RCP I I I EP I / I EASEMENT = J Q DB. 839, PG. 712 cy n � / INV OUT=469.43'21"RCP TMP 61M-4 I / 474. p \ � \ ., BW n / ,\h / ' / ✓AISHIV, LLC \ I I > 481.68'/ 116 480.48' 478.50' / �' �` I C NC. I / V / a z DB. 1572, PG. 543 P / 1 Lu 480?42' TW .50' / I 76. � / Q � I I ST P \ co SD INLET W/GRATE W / / / _ 480.56' / 1 476. ✓/ i !( I n I I I ty I � u) I (2.5'z2.5) m / xf I I \ EX 20'ACSA WATERLINE I I 1 11 TOP=476.55' Q 81 48' 480.95' 4880.35' 47 .95' \\ q \ / / 7/ I, 4 32' ^ , _ _ 114 - - T\N N l , / EASEMENT q I CG{./ lNV OUT=470.05' 18" RCP 81. l \ \� -7W _ _ 1-12 - _ H6 I 1 I 4 I III/ I I (ENTR.) W z / d73.42' OB. 850, PG. 368 m 34' BW BVJ I / / 1 73.72' 481.24' 48 .8 ' `47 479. 2' 477.85' 476.18' I TC I \ / I 1 5.4' 480 479 m 478 477 \ ° 473.87' - r / _ri I h' 474 I L:m I 20'ACSA ( /' I I P WATER -LINE SD INLET W/GRATE _ ` EASEMENT (2.5'z2.5) ,418 / 473.25' I I I ) , / DB. 903, PG. 374 TOP=472.98' / / -473- I _ � / 8"DEC {�o \ IXGND I / \ l INV 1N=469.63'18"RCP (SM -' I / TC -1 - / 477.10' 1 \ I INV 1N=469.58' 18" RCP (SE) 8"DEC / 473.58' \ \ INV OUT=470.00'21"RCP / 1 \ I \ I \ // / 47 TC7' / // / // 473.67'ui SO INLET W/GRATE / /mil / / I �� CONC. WALK 72.4' I I % \ \ \ (2.5'x2.5) i' l l l - - -472- r I / ' \ \ i \ TOP=47795' / l la' l / --- 723' STONECOL.///\ 474.5A \\ INV OUT=470.00' 18"RCP STONE COL. / / \ T ' I tq ty TCui (1.5'x 1.5) 1 -i / W ^ n (1.5'x 1.51 / 1 \ i n/ 7 7 INSTALL 24" NYLOPLAST I I \ / I a7a.7a' � I � (�71.5z' BASIN ON TOP OF "r I \ �7y \ EX. 20'ACSA WATERLINE ' SEC d ^V ON S I I N I Am' I EP EASEMENT / / / sr EP 0.75' EXISTING STORM PIPE I I 474. `� I /\ \ DB. 839, PG. 712 _ _ S �i,A ///' / _ 470'97 I A11 - I HC STOOP C NC. a\ I / V - . 471 ' I L _\ RAMP ELEV.=480.06' P / / / (MOTEL) I LEVEL I I STkPyS I ` ^ I I I SD INLET W/GRATE 0_ - = i // / 470.77' \ EP FIREWALL 8.2' I ry I 1 (2.5'x2.5) - - / / / / / FRAME &STUCCO BUILDING p I n _ _ _ _ / 47069' BLD S EP I �J I v 11 TOP=476.55' i / / 470.69' _ \ (OFFICE & 100 SERIES I INV OUT=470.05' 18"RCP Li - ROOMNUMBERS I in 9.ENTR. 46 JOB NO. CHIMNEY 14 I I I ( ) - 4 _ - - - - _--_-_471.16__ I _ 46555 .p STONECOL. ;° I # 1 I I I ' �r SCALE 1"=20' -U - --UF6--- ___-- ROH (1.5'x1.5) 1 54' I I OI / `� I I i UFO---- SHEET NO. 72.3' 72.4' h' _ - 474 U I FBI 0 20' 40' - - INSET 1 -- ---- I 1„ = 2 ' 18" RCP C5. a c m L c 0 m 0 3 D 9 0 o o n0 tiN 0Z a0 o 2 c m E 6 m m 0 D d O F Z 5 zN O d 2 x 0 S. a .Z Y J N x C 0.0 0,6 2 2 h m c 4� E M 0 m 06 a c �a !0 'a 0 m 2 o m 6 � 2 m m m 0 c � m s. E h w t- � E L i 4gA• , IMPV AREA: 2.39 AC. _ N CN:ry87 o r �IyMP C r DA-B: PRE -DEVELOPED UNROUTED DRAINAGE AREA /�i/��� // / / / ®2qo• ��V �� a� / i TOTAL DA: 0.17 AC. IMPV AREA: 0.01 AC / CN:63 , 3 ro 2AA' POINT OF ANALYSIS 1 LEGEND ®EXISTING IMPERVIOUS / AREA TO REMAI N \ \ / DA-A: PRE -DEVELOPED DRAINAGE AREA TO EXISTING POND r TOTAL DA: 3.34 AC. / i�8• I// iiai Mm � I DA-C: PRE -DEVELOPED SHEET _ FLOW DRAINAGE AREA TOTAL DA: 0.07 AC. 1N �- IMPV AREA: 0.03 AC t _ CN:77 9R O/O —@ PRE -DEVELOPED CONDITIONS 1"=60' A^ • i, 1 iJ 'u//r•rrrr �►�I 'Ir rllr �• !/Ilrrrrll//II irry rrr..,��i /rrrrri /i� q rrr�,�rrrr rrr/ii rrr r�,rrrrrrr/��lrrr■rrr 1 '/e.� /rrr rrr► i/rrr 4• �►yrllr�\III%�IIIi ' �i1 • y. i '11/1 �(/ � � •jam \�',,,�1 . \ � `''�Vy�� %rrr / , ���•��Y n - C� O_ �i�� • UNROUTED DRAINAGE AREA IMPV AREA: 0.01 AC 11� jr1� j��I1 �11��r111� j�'r1� j�-WWII wig. man DA-C: POST -DEVELOPED - SHEET FLOW DRAINAGE AREA TOTAL DA: 0.07 AC. IMPV AREA: 0.04 AC CN:82 - — — @ POST -DEVELOPED CONDITIONS 1"=60' \ s9a_- S WATER QUANTITY CALCULATIONS: CCHANNEL PROTECTION (ENERGY BALANCE): POST-DEV TOTAL :5 0-8 - (QPRE-DEV ON -SITE * RVPRE-DEV) / RVPOST-DEV 4.82 CFS <- 0.8 ' (6.77 CFS " 0.459 AC/FT) / 0.321 AC/FT OK 4.82 CFS <- 7.74 CFS FLOOD PROTECTION: POST -DEVELOPED QIo <- PRE -DEVELOPED Q10 OK 12.75 CFS (POST -DEVELOPED QID) <- 14.46 CFS (PRE -DEVELOPED Qio) STORMWATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): DISTURBED AREA: 1.90 ACRES PRE -DEVELOPMENT LAND COVER: B SOILS: 0.28 AC TURF 1.47 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: B SOILS: 0.95 AC TURF 0.80 AC IMPERVIOUS REQUIRED REMOVAL: NO REMOVAL REQUIRED p O��L:�LTy F l� %TFL 11 WALTE 1.Ic, Vc> 0=057151 a 'rs/L)N A L 1i�`G M E O N U N � c E °1 E w Y U 3 a� < ¢ U. 3 o a o �Otti ¢ j U co z a J — v, w O d 5: i p N I-+-� r F aM a Z 3.0 nx N ( J � ad e W (n =• UU z ( N= N N U > ID z z O W I C 0 L ~ c� .�. O�F N U u" W H L a a W e I H � p ( z U gz• a c w D l cn � ` ¢ J ¢: 0 z z• LL l H o � w '\ x Q ry o O U kD�-� j ,may ¢ z O to DATE 5 612112022 O DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY • J. SHOWALTER SCALE 1"=60' 1� W a a u C) w J Q 2: I —I > L u z Q moz U 2 I LI w >Lm � J I..I..I Q Q J 0L O U V, W HI W ^� C L JOB NO. 46555 SHEET NO. C6.0 c 5 a m L aN C r 0 d 0 3 a 9X Oo au) 2z 00 o 2 m_ E O m w m h a0 O w Z zN od 2 a F m 0 a � w .ZY 2 J .0.. N X = N O N 2 = 2 2 h m= h0 E `O E M 06 06 a = v 2 0 'a 0 m o W. m 6 � 2 mN =s 5E h w _ E L / \ MON (F) / / IT'1111 I IIII III I WIRE I I I I I 1 1 FENCE / \ I I II I \ OC / ;I IIIIUIII \ 1 20'PARKING \ \ /III I I I Io�I I I O.\ SH / SETBACKLINE TMP 61M-1-23 / / / / 1 I I I III I - - - �, / BENJAMINKARL & CARLYERIN / SAMS DB. 4643, PG. 602 / \ CHAIN -LINK TMP61W-1-C-1 ll1/111! l I /1i'i/' / �` \_ �\� \ \ \FENCE / CHALLENGER WAYLLC OB. 4783, PG. 672 IRON/.c (FROMBERKELEY / / \ 4 , \ J TMP 61M-1-22 / \ l / I I / - - \ eg SUBDIVISION) O 16 \ �iEG �� \ / DB. 899, PG. 333 106 COMMONWEAL TH BH / ' \ "``SDP LY �CIRCLE, LLC ��y� DB. 5141, PG. 638 I / I /N/ / /l / �/ \ \ �\ ������ E / ELEC. \ \ \ / /WOQD Y l \� \ / / FENCECUNTY TMP61W-1-C-6 IRO // + / / I ♦ \ � � \` 00 / INSPECTION, / / THE 29 GROUP, LLC / I 1 / �/ \ 0911512020, DB. 5448, PG. 13 / I / / ++ / I / + 12" DAIS, \ \ �` INDICATES SWM / BH V v�� �'Q / FACILITY IS / / /+` // �� // ♦ + 8 a XB�\ \ \ \\ \ \TON/ J COMPLIANT / ` T TMP61M-1-21 / l / +SIP./ \ �\ 4- THOMAS M. & PAULA DALY / I / / ++ / l \ \ \ HAUGHEY, TRUSTEES IROM rF� l / / / 483 1 / 'I ++ l \ \ \ / \ \ B. 3425, PG. 126 i' I WINDOW ` \ \ _ \ \ CHAIN -LINK/ / / I / / / / + )� /' WELL \ 1 \/ \ \ FENCE / (MOTEL) I LEVEL � / p I / FRAME & STUCCO BUILDIN 482 1 D 8 n200 SERIES I l / /' / / /�, , - _ ` k/SIER $\ \ �Ox, / / ROOM NUMBERS O" / / \ /' ) � S l // /'/ / 'i � � � �(3>Ox RATE) \ \\ 142 0.61 ♦ 1 ay o / // / / // // /��� \ I \ \ \ TMP 61 W-1-C-2 / / / r / �. / 1 IV / ' /$DIOiI LZT/ / / SWM FAC)WY ` � Ni/ 4'to. \ \ \ \ \ TMP 61M-1-20 / THE 29GROUP, LLC �"r/ / 0 24 1 + ��' / lNV�4�$.7/ 21 RCP/ r SD�1986001b7\� /1.0'Ix0.14'SQ. DP EI Nt 1 1 \ \ \ \ CASTULOGAITAN / ' 1 ) f I I DB. 5351, PG. 65 / / / �7 L1 / / / / � � I NV -46 .36 f0' RIFIC DB. 5448, PG. 13 / 1 / 0 / l / l l �`' \-11VV rOUl=968.49' " CAP HVAC ' 1. UNIT /'. 1 \ \ _ - /EXGEPl/OM 1b1- --\ I I \ l TMP 6 /11 //// ♦ 102 0.62 U.47 d8" / 5//'PINE / ' i �'I / \\\` > _ _ _ - - - - =IBbN *�- I I \\ \ WIRE GEORGEAA FENCE MHS DB. 187E � \ \ \ � (STRUCTUREI STONECOL. / O / / \ GPI%� ' _4� _ _ — _� —_ -,yam — 8'. / O® BANDONED) \ \ \ ROH CHAIN -LINK / FENCE / (= F ,'® B� CLE — — RCIR ///OClk ESS / as �� VRON(S) TMP61W-1-C-3 // // / / �� � �' L _ 5 � �� / Ji/ //// / 106 0.86 477/ — �— �' sz� 242 \ THE 29 GROUP, LL C ///////// ro 10 / ��• 5P SDI �COEPTION 05.7,PC'' DB. 5448, PG. 13 / //�i////i 0.18 �` B / r� ' c \\\\-18" RCP . , ) - , = i O 15 f / � � (311'x�33' - - , IRON F \ 6"x 6" \\ _ _ TOP=470.43' ENT EX. 20'ACSA (ENTR.) \ VIK7OD �\\� _ ' SANITARYSEWER \ INV /N=468 ' \ - 8" RCP IRON (F \ \ RD 0.90 BOLD \\\ .OUT= 6728' 18"RCP ) MHS EASEMENT \ _ _ � H / / � / � � � 13 / FT)'P.) SD CURB INLET W/ MHD ( G) TOP=472.49' OB. 899• PG. 327 / / / , INV IN=466.19' 6" TC (SW) 0.27 / \ / , IRON(F) (3.0'x 3.3) I INV 1N=466.67'6"(SE) \0, \ r' 11 TOP=471.72' N /S^�}' ' / / /1 / ^tq`�' ' ,R�� I INV IN=466.52'18"RCP INV OUT=466.29'6"TC 4 MHS(ENTR.)6� \ / / / SO INLET W/GRATE INV OUT=466.43'18"RCP MHS \ 8"" ( ) (1 7 x 1 7) STRUCTURE 'SURGED' (IM \ 106 0.3 / SO INLET W/GRATE 25'x 25' I ` TOP=476.07' NVPIN6461.24'8"PVC S \ / / / / / TOP=474.53' SET ON TIMBERS \ / 0.03 \ `� / / ^ /'/ (•1�i / / INV. 1N=469.28'21"RCP TOP=471.88' INV IN=469.92'8"PVC MHS INV. 1N=461.24'8"PVC (SE) MHD INV OUT=469.28'21"RCP INV. OUT=470.67' 12"CMP INV OUT=469.778"PVC TOP=469.62' INV OUT=461. 19'8"PVC lk%- \ // // / TOP=475.4Y INV 1N=463.82'4"PVC INV 1N=469.45'21"RCP I INV 1N=463.30'6"TC(S ///// INVAT OUT=469.43'21"RCP INV OUT=463.09'6"TO // / 1 \ / V�1 ♦ ` I �` ) �Q LSD INLET W/GRATE 4X (2.5'x2.5) 482 484 3 TMP61W-1-C-4 /I�IIII/'� THE 29 GROUP, LLC DB. 5096, PG. 510 l/llIll '� MAST SIGN.' I I / 1 / / I 'I 0.8' 'RED CARPET INN' I ROH 18/II II 9 I_I -bI r B m LSA \ i y N I 'I 5.4' .20. / k , -41g 0.07 I Z 0 /- r3�\-� ten. v.o I a �8"DEC15'VEPCO EASEMENT 8"DEC DB. 920, PG. 609 / / / l (19 PARKING SPACES) (APPROXIMATE) I I I / / A2sa — —� — — to \ / BLD SjTEP (MOTEL) 1 LEVEL BLD FRAME & STUCCO BUILDING CONC. (OFFICE & 100 SERIES S(TEPPS ROOM NUMBERS) SOH \ l� c\ 1 1 STONE COL. STONE COL. (1.5'x 1.5) (1.5'x 1.5) 5' STOOP ELEV.=480.06' BH r _ __-AL / 1 I I I L TOP=472.98' INV. 1- .63' 18"RCP (SW) IN l .58' 18"RCP (SE) \, INV. OUT=470.00'21"RCP 71 'EX. 20'ACSA EX. 20'ACSA WATERLINE WATER -LINE EASEMENT EASEMENT DB. 850, PG. 368 IF OR 903, PG. 374 SD INLET W/GRATE (2.5'x2.5) TOP=47795' INV OUT=470.00' 18" RCP EX. 20'ACSA WAT 12 E EASEMENT TMP 61M-4 DB. 839, PG. 712 ✓AISHIV, LLC DB. 1572, PG. 543 SD INLET W/GRATE 12.5'x2.5) TOP=476.55' INV OUT=470.05' 18"RCP BM -SPIKE I �Im 2681' }" `� / �OHP m \ OHP �� a682I/ // IROy (S) II g €_ V:B5.03',� — - — 30HP ��_ = = — — — �_ _ _ —48(Y �/// I 1\' It HC IRONUPI $) �_ �_ _ _ _ _ — — — — — ��rt�-�_= �� �a��_�sa ��Y�f— // / r� I l RAMP --- -------- - - - - -- -- _ - \ - - - --_ -- --- --- ----- - tT —-------- m 18"RCP () 3O' SETBA K LINE 16 U 8 IRON (S) SD CURB INLET W/ MHD IRON F C&G C&G SD CURB INLET W/MHD BENT OB. 899, PG. 333 O O 18 16 TOP=469.38' P.O.B. TOP=471. 11' FOR61W-1-C-4 �b 10 15' VEPCO EASEMENT �8 INV OUT=464.53'18"RCP INV. C/L BOT=44589'18"RCP FROM 'E, 1.0' UNSPECIFIED MOTH POLE LINE EASEMENT DB. 920, PG. 609 f0'P KING FROM SET IRON FOR VIRGINIA ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE DB. 284, PG. 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W TMP 61M-3 M&H REALTY SEVEN, LLC DB. 4572, PG. 157 SCALE 1"=30' 0 30' 60, L:�LT)l pF J� s� cooca. �TFL•�X 11 11:�LTLR y I.IC, NO 002057151 �a G 17/2023 �4r: rn E O N U N � > E w ° E Y LL tj 3 o LL o wLL o L ti Q j Oip W J —� w d D N N z W y M o. g��� oQ �v c U j H c O Mco � M a � ID AL � F U In =3 C) z 00 p p L .�+ OLLF W (1 ♦nL w w O \ Z u e gZ. a3� w a L w F I J U7 L z Z — L F ti rn � n Q ry � O ti DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' JOB NO. 46555 SHEET NO. C6.1 0 m 0 3 a 7 9x oo au) 2N mz a0 o 2 c E_ E o m w m m a0 O N ZN od 2 a 2 m F m 0 S. o .§ a 2 Y J yvm w o 0,6 2 2 h m c 0 E M 0 m 06 a c �a !0 'a 0 m m o m 6 � 2 m m A = =s m s. E 0 w _ E L TIE TO EX. WATER MAIN WITH TS&V. APPROX. ELEVATION 11.50 HORIZONTAL BEND; STA 10+04.05 - ARF AR EXISTI G GRAI iE PROPOSED GRA E 480 480 EXISTING SANITARY I SEWER PIPE Ile / STRM. PIPE 109 475 475 CONNECTION TO 3.5' MIN BUILDING; ELEV. 1.5' MIN APPROX. 1.5' MIN 470 470 90 HORIZONTAL B ND; STA 10+7 81 465 FHA WATER MET R 465 STA 10+45.81 460 460 R 7 7 9+50 10+00 11+00 12+00 12+50 DOMESTIC WATER LINE PROFILE TRIM HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 INV IN 470.47 (EX. 1 - 2) INV OUT 469.77 (EX 1 - EX 2) 3 STA 0+37.25 TOP 478.29 INV IN 471.66 (2-BLDG) INV OUT 471.21 (EX. 1 - 2) dRri EXISTING GRADE 480 480 PROPOSED GRADE STRM. 475 PIPE 109 475 CONNE TION TO BOIL ING; ELEV. A PROX. 470 470 IV IN. 18" 465 465 460 460 455 455 v -0+50 0+00 1+00 1+50 SANITARY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 TIE TO PROP. WATER MAIN - rssy rssy EXISTING 480 GRADE STRM.PIPE1097 480 PROPOSED GRADE / 3.5' 475 MI 475 PIV; STA. 10+04.41 1.5' IN ONNECTION UILDING; ELE APPROX. 470 470 EXISTING SANITARY SEWER PIPE 1.7' 115MIN 465 465 1.50 HORIZON rAL END; STA 10+ 2.38 460 1 460 FIRE SERVICE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ol 126: 4" Cleanout w. Metal Frame Top STA 0+76.24 TOP 479.25 INV IN 473.53 (127) INV OUT 473.53 (125) 106: DI-3B 8 ft Throat STA 11+03.49 TOP 476.08 INV IN 472.30 (107) INV IN 472.03 (125) INV OUT 471.83 (105) 490 EXISTING SANITARY SEWER PIPE - TIE TO EX. WATER - MAIN WITH TS&V. APPROX. ELEVATION Fsvy nay EXISTING 480 GRADE 480 ROPOSED l GRADE / 475 9' 475 1.T � 470 470 4"x6" T E TO FHA; STA. EXISTING 10+39 STORM PIPE 465 WATER ETER' 465 STA 10+42 90° HORU ONTAL BEND; ST .10+46 460 460 to n n 7 tl• - CONNECTION TO BUILDING; ELEV. APPROX. 9+50 10+00 11+00 11+50 WATER CONNECTION HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 128: 4" Cleanout w. Metal Frame Top STA 1+38.67 TOP 481.44 INV IN 474.80 (129) INV OUT 474.80 (127) 130: 12" Basin -Circular Grate STA 1+95.99 TOP 480.93 INV IN 477.00 (6 (47)) INV OUT 475.94 (129) 490 485 485 480 r 480 475 475 57'32 OF 127 43' OF 12' PVC PVC (� 1 99% C 12:76.24 2.04% 470 12'P 470 465 465 460 460 O M (D W W h R h R -0+50 0+00 1+00 STR 106 - STR 130 2+00 2+50 104: MH-1 STA 10+42.47 TOP 476.98 INV IN 470.99 (141) INV IN 470.61 (105) INV OUT 470.00 (103) ARF 142: 18" Basin - Circular Grate STA 10+36.28 TOP 475.82 INV OUT 472.08 (141) AR 480 480 i 475 1 475 141 470 Of 470 p0°I° 1�3 465 465 9+50 10+00 11+00 11+50 STRM 104 - STRM 142 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 108: 12" Basin - Circular Grate- STA 11+26.56 TOP 475.16 INV IN 472.86 (109) INV OUT 472.76 (107) 106: DI-313 8 ft Throat STA 11+03.49 TOP 476.08 INV IN 472.30 (107) INV IN 472.03 (125) INV OUT 471.83 (105) 104: MH-1 STA 10+42.47 TOP 476.98 INV IN 470.99 (141) INV IN 470.61 (105) INV OUT 470.00 (103) 102: 24" Basin - Circular Grate STA 10+00.00 TOP 476.06 INV IN 469.24 (131) INV IN 469.24 (103) INV OUT 469.18 (EX. 101) 485 110: 12" Basin - Circular Grate STA 11+69.24 TOP 477.59 0 50 INV IN 473.81 (111) PROFILE SCALE INV OUT 473.71 (109) 112: 12" Basin - Circular Grate STA 12+15.05 TOP 479.95 INV IN 474.37 (113) INV IN 475.00 (133) INV OUT 474.27 (111) 114: 12" Basin - Circular Grate STA 12+38.62 TOP 480.35 INV IN 474.51 (115) INV OUT 474.61 (113) 116: 12" Basin - Circular Grate STA 12+68.81 TOP 480.95 INV IN 475.00 (123) INV OUT 475.00 (119) INV OUT 474.81 (115) 485 u 480 480 i 475 r 113 15 23.57' 060 19' OF 475 1 7 9 82' 45 OF DF 12"PVC1 "PVC I 23 PVC 42. 12" P00 @ 1P % @ 1.00° 1.00°k 470 105 ° /° 470 103 60.9 RCP 12' 2 DO ° 42 47' OF @ 2 00° /o 18" RCP ,A 79 /° 465 1 465 460 460 455 1 455 rn O O R V 9+50 10+00 11+00 12+00 STR 102 - STR 116 13+00 13+50 O�,41;v xah 0"t.tt- 1TKISM %A oLcTLaR. y N00002057151 0 LD 2 F- 0 w z 0 W 5 0 E H AL z O a i v I ui Z I w 0• p z U z O 2: 0 V) 022 I W U I wz; w• 5�' 0 I 0 Z U g Z. a3i ti d I w i J W Q Z .1 w a p DATE 612112022 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1"=30' V z H� Q I� }> M� W z LU O U rJ-•i LL = J O ,^ ct� L t1 w m J Q W J U/ LL HI U JOB NO. 46555 L HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 SHEET NO. C7.0 PLANT KEY TREES BOTANICAL NAME QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' SHRUBS I BOTANICAL NAME ILE WIN I ILEX VERTICILLATA ( OM BERKELEY TMP61M-1-22 485� , SUBDIVISION) 106 COMMONWEALTH / CIRCLE, LLC DB. 899, PG. 333 OB. 5141, PG. 638 / \ CHAIN -LINK FENCEE- v l / WOODNC F EI �/ / I � I yl l I I 4" P I / 1 �2%"-� TMP61W-1-C-6 THE 29GROUP, LLC l l l l / / l ll / // \ \ - - - \ 9Z) DB. 5448, PG. 13 12" DEC R OV IMP THOMAS M. 6 DB, 3425 IRON l(O \` l / i 483 m WINDOW WELL 5'SETBACK 11�// / l �/ l � / \/ I / On /I 1 �---— (MOTEL) I LEVEL l / ROCK — -475 FRAME & STUCCO BUILDING (/ / / / % / \ '/-ARMOR _ _ _ _ - 0.9 TY )NSPECTION N / / X \ / �/� 09/ 2020, INDICATE. 0h I ^/ 200 SERIES _ COMPLIAt 8" 1 ROOM NUMBERS) 482 / / P � i l // / / /' / — p '3. GRAiEEK �ti. /' / / / / / / 2. v � \ (3) QUE BIC / / as � � / / l / / , / / / / � roD=47zs6' v v v / , ^ / / / / / / INV =v 70.83' v v TPo �). % �' f0" 10 UNITS, MANAGER OFFICE, AND �'/ / / / / 1.o'xo�B�SD. OPENING) THE29 �, //, / �,/ (2) ULM ALL / / c2 ��,ti / .gDOI"IROf / / ( BN T DB. 5�' �i / / / / / 0 UTILITY AND LAUNDRY ROOM TO / /iMV=gsapr�l"/RdP I _ _ _ I INV=468.36) 10^ ' 18"RC / / D INV OUT=4614.49' 18"RCk i/ / L REMAIN IN USE IN EXISTING / / I L1 .� 0 BUILDINGrr� 1 vv v v ��/wv vv �'._STORMWATER i / ` x x \ _ _ MAINTENANCE EASEMENT / ♦ l / HVAC /\ 2 / O / / / \ < \4 / / O / /i i' \ \ /i/f _ _ (Ex�EPTJON / ^ UNIT � b � _ ---- _--- ///� / / • $' 15/P/NE LROH � / / / i / / w•-� - - - _ IRON ['- /d ��l. 11TPINE _ sAff //' - STONECOL. / OP / ii �i't�' _ _ Sel"N� ROH %//// i, / / .�, a-oe 4 / / (1.6'x 1.6) / '8I 1"R�i"/' 129 ~ .` , Aa ♦ 42 \ /p� /� =� / / DEC — — / ' °op ♦ / / - / / i' /7 6G i i''IRON(F) ESA - - - - C�R //// // // ,�/// //<... / �19 I i \?pa' / �; i / / / l Xh ✓ / / , , -472- REMIEREL'X) SEMENT 128 ♦ ♦ \ \ \ 8"DEC ! /i �/ pN B,ACCESSFA // / y� / /%/ 5 E , PG. 2.42 yz rMPs1W1c3 --_- �r - C G THE29 GROUP, LLC I ' ' / / / /�, / / // / l / p � 477 / �' / / - . - - 4, R DB. 5448, PG. 13 �W / / / p N�9 ♦ / / / >.! %%-B j 1' / l / / 127 �,p��-18"RCP P R E L 1.4 L 1.6 �/ I \6"x 6" (ENTR) Y / \ (5) ILE WIN srj a�6, ! / a (2, ULM ALL �/ p� s / / 1 / / �/ / / \ BOLLARD \ \ / - / 4� / j (TYP.) ' \\ MHS SD INLET W/GRATE l - � � l / / TOP-476.0T L1 3 L1 5 PHASE / / a \ �\ (30'x3.3) STRUCTURESURGED' • 9 • ��/���A00 / / Sp / TOP=470.43' INV IN=469.92' 8"PVC VIRGINIA SUPPORTIVE HOUSING 0 ♦ } / IRON F ( ) INV 1N=468 60' 12" CMP S 4-STORIES / \ / r`� \ ♦ l / �� / i / O INV 1N=46766' 18"RCP IN, SWM) INV OUT=469.778"PVC INV OUT=46728' 18"RCP 80UNITS I p1 SO INLET W/GRATE SD CURB INLET W/MHD (SAG) (I. Tx 1.7' ) TOP= 71. SET ON TIMBERS TOP-47172' /` / �/ , / / / \ ' TOP=471.88' INV 1N=466 52' 18"RCP // / / I ` ,. / / )/ _. / / / / INV OUT=470.6712" CMP INV OUT=466.43' 18" RCP INLET W/GRATE (25'x25) TOP=474.53' 108 / / INV /N=469.28'21"RCP IMP 61M-3 /, /// / /_ •r v / / / HD M&HREALTY SEVEN, LLC /l / p / TOP=475.41' INV. OUT=469.28'21"RCP /�//� //. I I / •-I'� A IA / / / I D6.4572,PG.157 / INV W=46945 2'2I"R � l � INV OUT=469.43'21"RCP TMP 61M-4 / // / / / // / / I 'I-15 v W •' .. ( I i �Ah ✓AISHIV, LLC Q DB. 1572, PG. 543 A WATERLINE EASEMENT V 1-12 DB. 850, PG. 368 l l� 9 l / l I / - _ ..� •fir ' •. :, ' 6.. " - _ _14,-a ;.- .!, -y :. Q .: :. . '�',. •'\ , IIIN�N l / 481 / 480�— 78 47 483 WATER -LINE SO INLET W/GRATE 111 III �l ll 484 EASEMENT (2.5'x2.5) O rod DB. 903, PG. 4 TOP=472.98' I ro I I I 3-- / d• I I I �l I // / / / l INV IN=469.63' 18"RCP (SW) W-1-C-4 Il�ll l I /I / / I- \ I / / INV IN=469.58'18"RCP (SE) TMP 61 / \ l / ® ° l INV OUT=470.00'21"RCP THE 29GROUP, LLC I I I I DB. 5096, PG. 510 - - �\ IIII II i/ /// I I CONC. WALK 72.4' // f \ iSA 72.5' 723' STONE COL. (1.5'x 1.52 STONE(1.5'x 1.5)/// \ 1\ I 5) EX 20'ACSA WATERLINE 0.75' N I I m i I EASEMENT i OB. 839, PG. 712 STOOP C. / / // //I /, // l/ l //I I /lI )I / // / / Il l I I I v \ 6�• ;.pN ° ELEV48006' \ II I I/. J I > .DINLETW /GRATE31 UNITS, O UTILISTEPS ROOM p4,"N FIREWALL &Z (25 x2.5)YBLDEP TOP=476.55' EXSINV OUT=470.05'18"RCP OOM NUMBERS) CHIMNEY-1(ENTR) lI'p 5°, .p`S(1T5O'NxE1C5)OL. MASTSIGN o.g' E RED CARPET INN' RON �I 5.4' ROH G 72.4' 72.5' 72.3 ' CHAIN -LINK FENCE IMP 61W--1-C-1 / I- CHALLENGERWAYLLC/ DB. 4783, PG. 672 50'SETBACKLINE SCALE 1 "=20' 0 20' 40' LTH OF v JON THAN E cn O N U N � C > E W E U a� 3 LL 3 0 LL O wLL 0 L ti Q j U co W J —Lrj N d , O N (D W y � 3.o x �- vw c U j k H c � rn O N � M as ID� E H w a ti DATE 0312112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY J. BONDI SCALE 1"=20' Lu J Q UQw > a Q W z u O Q W Q Q J 2- m *--I ^ li J Q w = Q U a 1 JOB NO. 46555 SHEET NO. Ll.l L DETAIL PLANT KEY TREES BOTANICAL NAME ULM ALL ULMUS PARVIFOLIA'ALLEE' FLOWERING ORNAMENTAL TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS SHRUBS BOTANICAL NAME COR SIB CORNUS ALBA'SIBIRICA' FOT GAR FOTHERGILLA GARDENII GAR KLE GARDENIA JASMINOIDES'KLEIM'S HARDY' HYD CBC HYDRANGEA ANOMALA HYD MAC HYDRANGEA MACROPHYLLA HYP HID HYPERICUM X'HIDCOTE' ILE HOO ILEX CRENATA'HOOGENDORN' ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA ILE CON ILEX X'CONAF' ITE NLA ITEA VIRGINICA'LITTLE HENRY' PAN SHD PANICUM VIRGATUM'SHENANDOAH' GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA AVIt I (4) HYP HID (11)ILE WIN `� d / 0y I / OQQ j - O / / IRO/ (F) B/$HASE 1 VIRGINIA SUPPORTIVE HOUSING _ 4-STORIES IRON(F) PWNITS n i -_ O / Q-O (12) GAR KLE / (29) PAN SHD x 128 x / (5) PAN SHD / (84) CAR SED' d 127 a I / e CLIMBING STRLICTURE'FOR / d_ CIL /BINGPLANTINGS (6) HYD CBC / PHASE 1 (8) PAN SHD- / ' VIRGINIA SUPPORTIVE HOUSING l/l of V' 80 UNITS 14 (60) PAN SHD p .. / Q°Onnnn�° 6' METAL BENCH - TYP. (1) ILE CON / d .- ° . ° • wv (5) ILE HOO ° a gm (5) (5) HYP HID AWE • ULM ALL wv a (5) ILE HOO (5) PAN SHD // / / A (10) ILE HOO /RAISED GA(2DE'N BED / 800 RAIN BARRELS d (4) PAN SHD (1)COR SIB (3) HYD MAC p d FUNCTIONAL LANDSCAPE AREAS STONE COL. O (1. s'x l.$) • LTH OF v JON THAN Om E N U N � C > E ° E w Y LL 3 0 LL o ww o t ti Q j U s z wJ-v, d i 00 Nrj 0I--� { r z0�x v�oi u -j � 12 o L w tAV v� z !E!> Q O O v U � I N .. W W W u" a s Lu m-1 � 2 O t U t J 2 . � W Q d f U4 c� OLD LD ti J 0 ? 1 H w N f +' w �rnwn = a ry 0 0 ti SCALE 1 "=30' v¢ O o z 0 30' 60' o fn DATE 5 0312112022 0 DRAWN BY M.RACHNER ♦ • DESIGNED BY • M.RACHNER ♦ ♦ • CHECKED BY • J. BONDI a ♦ • SCALE p d / e (12) GAR KLE (3) HYD MAC a a / x / x ui Z a ° a J J 125 Q ��\� d. / u a Lu 4.,Lu z z • / 11 O Q I J W Q LLJ / Q 108 g (6) PAN SHD / � � �-l6 � w (8) HYP HID ^.L m Lu / d LJ (3) HYD MAC / / q Q y (9) COR SIB I / ( � Lu (1) CER CAN / `J (n / d - d'. • wit► � � O n / d r� Q (16) HYD MAC (6) ITE NLA (7)ILE INK • / Vim/ / S 10 44 ° d ° 46555 SHEET NO. L1.2 c a • L c L / / / / / / / / / / / / BH PHASE 1 VIRGINIA SUPPORTIVE 4-STORIES 80 UNITS HOUSING �v U / V / • C / v U / 7 / 7 �J ' 21.8 ° ' 6.9""i / ' 13°w 6.1 d , c UU 71 / d �� G � • c R0.5' 31. 4.8' a a d a ° / R10.2' a aQZA \ a a 27.8' / < ° ° 20.1' �� ✓ a a d .3' ° d 1 ° ° a • c ° TAL BEN - P. • �JJw ° RAIN BARRELS at, a ° 6' d 10.2' 21 d a ° d O a \a. a\a - ° L- a °- °Z146 ° a v / d ° • • a d \ 1 °531, 6' a , 17.5' a ° 100, ° /' 11' 0 _ ~ A 50°f� R2' �' / - - - y r • a 4, ' 3.4' 3.4' I / • • 3.4' 34 -• - - • - _ a 6.T 3.5' • • • 1. 5.5' • 5. 2.1 144°3" a I 1 zi—x X. X X / a / '8&9 s r d 18.8' T 9' a ° d a ° a ° d a d° °\ a a < d ° a ° a ° 478� / / / I m I ' ---------------------------- , I _________________—___--------------------- i ' _----------------------------- ------- -�-------------------------------- / E Cl O N U N � Q O >E W N Lu Y Q U. o 3 0 a n � O L Q j O I Z W N � d rn d i O N Z W -9 M lc� 2i o Q � Z oa?� C' Z >k o 0 u" N W W W W W W C)w Z000 g 2 2 2 a wiaa ui O 2 ti J J J 2 2 2 0 H 0 N N N = a r 0) co \ \ Q ti ti O Z O to DATE 5 0312112022 0 DRAWN BY M.RACHNER • DESIGNED BY • M.RACHNER • CHECKED BY • J. BONDI SCALE 1/4"=1'-0" • J U z a UQ H `\ > O \ Lu o � Q \ / J ✓ w a 1 • Lu � a - - _-- O - U � Q I— ° a d / 4 4 4 JOB NO. SCALE 1 - --------------- 46555 SHEET NO. 0 4' 8' L1.3 a t r 0 0 0 3 a 90 o� o.� �N OZ aO o� �- E o m w �N a0 O w Z Z m 02 a F 0 0 S. a .Z Y J N X 0 .- 0 6 2 2 h O o E M 0 m 06 a � �a '0 'a 0 m o W. m 6 � 2 MN A 0 �0 m 5E h w tE � E L / SCALE 1/4"=1'-O" RIVER ROCK BED j CLIMBING STRUCTURE FOk CLIMBING PLANTINGS a °Q 111R ° / / 0/// .8' ° 1 ° RAISED GARDEN BED STONE DUST STEEL EDGING • 4': / / PHASE 1 VIRGINIA SUPPORTIVE HOUSING / 4-STORIES 80 UNITS 411 n 5 a 4.8' ° 2' 17.2' / • 50°F" LTH OF v JON THAN to E O N U N � > E vE W Y U < Q a o 3 oLL- O t ti Q j U co Z ww—uj d > N O+ { (D (/1 N W M r d z y .o(j�X OU vI 9 - []ad �� W O Lu (AUv� Z >ID Q O o v V) U 1om N .. W Lu W u" d W 00 ID 2 OU J 2 � W Q d f � 4 OLD 2 ti J 0 ? 1 w N f uj .w . F ti t rN ti a t Z O to DATE 5 0312112022 0 am O oc t7 I='I DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY J. BONDI SCALE 1/4"=1'-0" Lu J U 0C Q J > a Lu z O 1-4 OLLJ �Q- J J W Q Z ck w LU C L Q LL = Q U a �i JOB NO. 46555 SHEET NO. L1.4 O d 3 a 9X O au) 2N mZ aO o 2 c E mm _ a0 O w Z om 2 a F m 0 2 a .Z Y 2" X C 0.0 0,6 2 2 h m c E m 06 a c ma 0 'a 0 m 2 m m � 2 m m N C �g m 5E h w tE � E L STORMWATER NOTES: 1. ALL NEW STORMWATER PIPES SHALL BE PLACED WITH A MINIMUM SLOPE OF 1.04%, PROPER COVER OF 2' MINIMUM, AND A MINIMUM OF 1' VERTICAL SEPARATION WITH OTHER UTILITIES. COORDINATE ANY CONFLICTS WITH THE ENGINEER AND MEP BEFORE BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL PROVIDE SURVEYED ELEVATION AND LOCATION OF EXISTING UTILITY CONNECTION POINTS IF NECESSARY. i I LANDSCAPE DRAIN (TYP.) • 81.32' 81.42' i i i / / / / BH //LTH OF o� 126 ° • v JON THAN No. 79 OI 202 9 s�APE a0 E cn O INU N Q O > E W N E Y < U ai 3 Q LL o 3 0 LL wLL,O Q j U 1@1 Z wJ—uj O .. PHASE 1 N VIRGINIA SUPPORTIVE HOUSING 3. w o zoo c>> o O 4-STORIES ui � Qom; � a� W �irq ii 80 UNITS �. WEE co Z000 g 2 2 2 a w i a a 81.40' � In V1 RIM EL.=81.09'------------O J � i- x � J J J 81.36' ~¢¢¢ 81.26' 81.36' c �NNN • F rn o n U r' -2� 81.26' = a ry 0 0 ti U Q 81.15' 81.02' z 0 81.05' 5 DATE 12" NYLOPLAST BASIN WITH DOME d ° ° a. 1/l�(\�� �•, /c 81.02' 03/21/2022 GRATE. PROVIDE 18" DIAMETER RING Q ° \� 80.92' DRAWN BY OF DECORATIVE STONE AND ° 4 ��1 EDGING TO MATH LANDSCAPE DRAIN ° 6 M. RACHNER DETAIL �` • �w • DESIGNED BY �\ ° G • M.RACHNER a c \ J/ 8n PVC Q • ` �� w V • CHECKED BY ' ° ` JJ G • • J. BONDI RIM EL.=81.45' —�__ ��� / / ° ° p - -� n ` • c • SCALE 81.57 / ° ° c ��V - RIM EL.=80.50' 81.68' ° //• /° a� �c�� G 80.74' 80.75' FFE = 481.76-71 • / ° . / 80.58' 81.76' 81.28' a a ° a \ r 21 1q, °. ° 1' ° ° > • c 8" PVC ° c a 116 °81.10'Q °° • 81.57' a o a ° -7� w ' ° ° ° RIM L. =80.3 � � • c J 12" PVC ° ° RIM EL. 0.25' U Z U i • ° • • ° °° ° 429 S ASIN- • / Q � 11.48' 5' TH M - • /\ Z' 1 80.48' \ W z Q 0 ° 12" NYLOP T BASIN ° ° ° ° a ° \ ` ° 0.42' \�� H ° WITH DOME QRATE 81.05' r\ 80.95' ° 2 AV 0.30' • \ / (� • � ° . n 80.95' a ` / / 80 8�' 114° a �' - w • Lu IV lf� co _ ° ° U --- - o -81.20' 81 Al' PV �\ \OIL 7 Q U 81.34' X . 81.X�' a a ° ° ° ° °° a a // a. /< ° ° ° a a ° ° a ° °: / Q ° ° a. ° ° ° ° // ° ° a a ° a a ° ° a ° ° a ° , 480 479 478 477 / / JOB NO. SCALE 1/4"1 46555 / SHEET NO. - - 0 4' 8' L1.5 L STORMWATER NOTES: 1. ALL NEW STORMWATER PIPES SHALL BE PLACED WITH A MINIMUM SLOPE OF 1.04%, PROPER COVER OF 2' MINIMUM, AND A MINIMUM OF 1' VERTICAL SEPARATION WITH OTHER UTILITIES. COORDINATE ANY CONFLICTS WITH THE ENGINEER AND MEP BEFORE BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL PROVIDE SURVEYED ELEVATION AND LOCATION OF EXISTING UTILITY CONNECTION POINTS IF NECESSARY. SCALE 1/4"=1'-0" / / 81.68 a RIM EL. =81.40' 11 81,.68' / a ,1 M E / E E /8° PVC W 3 U a 3 QLL 0 3 OLL W L M O rn N / � N (D W d wuj It W Dui LANDSCAPE DRAIN (TYP.) — N w w w w w s a a w 00 ID Z000 Q 2 2 2 a a w i � � ti ti ti O J V1 In V1 / RIM EL. =8q:80 y / � ? 80.88' / 0//// ,<1 0 NNM80.94 • EN / Obi W n O O ti Q b ti ti O O DATE � 03/21/2022 / O DRAWN BY M. RACHNER / / / / / / / / / / / •/ , .° / DESIGNED BY M.RACHNER ,' / / /' /' / / / / / / / /' • / �/ ,' / CHECKED BY J. BONDI SCALE 1/4"=1'-O" / a PHASE 1 VIRGINIA SUPPORTIVE HOUSING 4-STORIES 81.48' / 80 UNITS 81.54' 81.48' y a ' RIM EL.=81.40' FFE = 481.76 ui LANDSCAPE DRAIN (TYP.) / / / 81.54' / / a 81.60' U ° / 81.38' Z / 81.53' Q U a / BW 81.55' BW 81.45' RIM EL.=80.21' / / / / / / / / / / / / / / 4 Lu 0 1--1 u Q Lu IO2n / / 4 Q V a 81.66' m LLI / 81.76' ¢ C, / a • 81.66' 2 Q / U C7 8" PVC • LANDSCAPE DRAT ° a 81.48' ° a • 82.25' 8" PVC < - - %/ • • 81.56 - ----- JOB No. / • ,� ,/ $ 46555 X X X X X X X ° _ Q/° SHEET NO. a 41 a /' ° a ° 4 L1.6 L GENERAL NOTES: PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL QUE BIC 3 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 339SF 1,017SF QUE PHE 1 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 838SF ULM ALL 4 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 423SF 1,692SF =3,547SF SHRUBS CITY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT ILE WIN 15 1 ILEX VERTICILLATA I WINTERBERRY 24" HT./SPRD. I CONTAINER =3,547SF STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PREMIER CIRCLE 75.54 LF 1 LG TREE PER 40 LF 75.54/40 = 1.89 2 LG TREES 0 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 5% GROSS PARKING 12,930 SF 12,930 x .05 = 646.5 SF 647 SF 676 SF AREA INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 1 LG. OR 1 MED. SHADE TREE 28 PARKING SPACES 28/10 = 2.8 3 LG. OR MED. SHADE 3 LARGE SHADE PER 10 PARKING SPACES TREES TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.73 AC (GROSS SITE 10% COVER 0.73 AC x .1 = 0.142 AC 3,178 SF 3,547 SF AREA) = 3,177.26 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -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. -DUE TO THE EXISTING AND PROPOSED UTILITIES THE STREET TREE REQUIREMENT FOR PHASE 1 WILL BE MET BY THE FINAL OVERALL CONDITION, SEE SHEET L1.0 AND L2.0. INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, - WIRE, AND BURLAP FROM TOP Y3 OF BALL I II I II I II I II I II B&B CONTAINER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT 1 SHRUB PLANTING DETAIL NTS REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS DO NOT PRUNE TERMINAL � ROOT BALL LEADER OR BRANCH TIPS 12 GAUGE GALVANIZED WIRE NEW 1/2" RUBBER HOSE 3-2" X2" 12 GAUGE GALVANIZED WIRE HARDWOOD ALLOW FOR SLIGHT STAKES MOVEMENT HARDWOOD STAKES,2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN. 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL of 1�_ I • • • "�'� �IIII rrll nh„ 111 III; • I r _ PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS - BRANCHES. GALVANIZED WIRE GUY 12 GAUGE. - ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF PLAN VIEW RUNE BROKEN RANCHES 3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 6" AWAY FROM TRUNK LARE F FIELD GROWN CUT WAY ALL BALLING ROPES EMOVE BURLAP OR WIRE ASKET FROM TOP % OF ALL. IF CONTAINER ROWN, REMOVE ONTAINER AND CUT IRCLING ROOTS ACKFILL PLANTING PIT ITH NATIVE SOIL. NCORPORATE LOW -RELEASE RANULAR FERTILIZER AMP SOIL AROUND OOTBALL BASE FIRMLY ITH FOOT PRESSURE SO HAT ROOTBALL DOES OT SHIFT ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2" X2" HARDWOOD STAKES PLAN VIEW � I LOCATED ON WINDY rv' 8' 2"X2" HARDWOOD STAKE, SITES, OR WHERE ' 2'-6" MIN BELOW SURFACE. TAMPERING MAY OCCUR.M3 h STAKE SHALL BE DRIVEN A ri MIN 18" OUT FROM TRUNK REMOVE TAGS, LABELS, AND " '' AND OUTSIDE OF ROOTBALL PLASTIC SLEEVING. DO NOT 2-3" MULCH LAYER TO EDGE STAKE UNLESS SPECIFIED (SEE OF DRIPLINE. KEEP 4-6" NOTE) DO NOT WRAP TRUNK AWAY FROM TRUNKFLARE IF FIELD GROWN, CUTAWAY ALL SET ROOTBALL FLUSH TO GRADE BALLING ROPES. REMOVE BURLAP OR OR 1-2" HIGHER IN SLOWLY WIRE BASKET FROM TOP y3 OF BALL. IF DRAINING SOILS. DO NOT COVER CONTAINER GROWN, REMOVE THE TOP OF THE ROOTBALL WITH CONTAINER AND CUT CIRCLING ROOTS SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE PRUNE SUCKERS 6"SAUCER u1 1L 1:1 SLOPE OF SIDES OF - - -III- 1" COMPOST LAYER PLANTING HOLE - - - BACKFILL PLANTING PIT WITH SCARIFY SIDES BEFORE PLANTING - - NATIVE L. INCORPORATE 2x SLOW -RELEASE GRANULAR TAMP SOIL AROUND ROOTBALL BASE = ROOTBALL = FERTILIZER FIRMLY WITH FOOT PRESSURE SO DIAMETER PLACE ROOTBALL ON UNEXCAVATED THAT ROOTBALL DOES NOT SHIFT TAMPED SOIL DECIDUOUS TREE PLANTING DETAIL 3 nJ NTS PRUNE CODOMINATE LEADERS REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. SET ROOTBALL FLUSH TO - GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. 2-3" MULCH LAYER, MULCH - TO EDGE OF DRIPLINE. KEEP- 4-6" AWAY FROM TRUNK/' PLAN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"X2„ HARDWOOD STAKES 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER PRUNE SUCKE 1:1 SLOPE ON SIDES OF PLANTING HOLE _ SCARIFY SIDES BEFORE - III -I III PLANTING PLACE ROOTBALL ON III- ROOTBALL -I I- UNEXCAVATED OR TAMPED DIAMETER - SOIL �$ 4 EVERGREEN TREE PLANTING DETAIL NTS 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 1. PLANTS SHALL CONFORM TO CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA), PARTICULARLY WITH REGARDS TO SITE, GROWTH, AND SIZE OF BALL AND DENSITY OF BRANCH STRUCTURE. CONTRACTOR TO INSURE ALL PLANT MATERIAL CONFORM TO NATIONAL AND LOCAL BUILDING CODES AND ORDINANCES. 2. ALL PLANTS (B&B OR CONTAINER) SHALL BE PROPERLY IDENTIFIED BY WEATHERPROOF LABELS SECURELY ATTACHED HERETO BEFORE DELIVERY TO PROJECT SITE. LABELS SHALL IDENTIFY PLANTS BY NAME, SPECIES AND SIZE. LABELS SHALL NOT BE REMOVED UNTIL THE FINAL INSPECTION BY THE OWNER'S REPRESENTATIVE. 3. ANY MATERIAL AND/OR WORK MAY BE REJECTED BY THE OWNER'S REPRESENTATIVE IF IT DOES NOT MEET THE REQUIREMENTS OF THE SPECIFICATIONS. THE CONTRACTOR SHALL REMOVE ALL REJECTED MATERIALS FROM THE SITE. 4. THE CONTRACTOR SHALL FURNISH ALL PLANTS IN QUANTITIES AND SIZES TO COMPLETE THE WORK AS SPECIFIED IN PLANT SCHEDULE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES ON THE PLANS PRIOR TO COMMENCEMENT OF WORK. QUANTITIES IN THE PLANT SCHEDULE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND DO NOT CONSTITUTE THE FINAL COUNTY. 5. SUBSTITUTIONS REQUIRE WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND MAY REQUIRE FURTHER APPROVALS FROM THE RESPONSIBLE JURISDICTION. 6. PLANTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND BY SCALING OR AS DESIGNATED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. ALL LOCATIONS ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE EXCAVATION. 7. CONTRACTOR SHALL LOCATE AND MARK ALL UNDERGROUND UTILITY LINES AND IRRIGATION SYSTEMS PRIOR TO EXCAVATING PLANT BEDS OR PITS. ALL UTILITY EASEMENT AREAS WHERE NO PLANTING SHALL TAKE PLACE SHALL ALSO BE MARKED ON THE SITE, PRIOR TO LOCATING AND DIGGING THE TREE PITS. IF UTILITY LINES ARE ENCOUNTERED IN EXCAVATION OF TREE PITS, OTHER LOCATIONS FOR THE TREES SHALL BE SELECTED BY THE OWNER'S REPRESENTATIVE. SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. NO CHANGES OF LOCATION SHALL BE MADE WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8. ALL EQUIPMENT AND TOOLS SHALL BE PLACED SO AS NOT TO INTERFERE OR HINDER THE PEDESTRIAN AND VEHICULAR TRAFFIC FLOW. 9. DURING PLANTING OPERATIONS, EXCESS AND WASTE MATERIALS SHALL BE PROMPTLY AND FREQUENTLY REMOVED FROM THE SITE. 10. ALL SHRUB PITS ARE TO BE EXCAVATED TO A MINIMUM DEPTH TO ALLOW THE SHRUB ROOT BALL TO BE A MINIMUM OF 4" HIGHER THAN FINISH GRADE. ALL PLANT SHRUB BEDS ARE TO BE EXCAVATED TO THE WIDTH SHOWN ON THE PLANS. 11. ALL TREE PITS ARE TO BE EXCAVATED TO A MINIMUM DEPTH TO ALLOW THE TREE ROOT BALL TO BE A MINIMUM OF 2-3" HIGHER THAN FINISH GRADE. THE TREE ROOT BALL IS TO REST ON UNDISTURBED SOIL, OR A COMPACTED BED MUST BE PREPARED FOR THE TREE ROOT BALL TO REST ON AND WHICH WILL NOT SUBSIDE CAUSING THE TREE TO SINK BELOW FINISH GRADE. ALL TREE PITS ARE TO BE A MINIMUM OF 12" LARGER ON EVERY SIDE OF THE TREES ROOT BALL. 12. THE PLANTER BEDS ARE TO BE ENTIRELY CLEANED OUT TO THE UNDISTURBED SOIL LEVEL. ALL EXISTING SOIL, CONSTRUCTION DEBRIS, ROOTS AND OTHER FOREIGN MATERIAL ARE TO BE REMOVED AND DISCARDED OFFSITE. 14. THE TOPSOIL TO BE USED TO FILL THE TREE PITS, SHRUB BEDS AND PLANTERS IS TO BE PLANT SPECIFIC. THE TOPSOIL FOR THE TREES, SHRUBS AND PLANTER SHALL CONSIST OF A MAXIMUM 2/3 EXISTING TOPSOIL FROM THE SITE, WHICH IS CLEANED AND FREE OF CLAY, A MINIMUM OF 1/3 PEAT MOSS, OR OTHER APPROVED ORGANIC MATERIAL OR IMPORTED NEW LOAMY TOPSOIL AND 10% COW MANURE. ALL OF THESE MATERIALS ARE TO BE MIXED PRIOR TO PLACING IN THE PLANTER OR BACKFILLING WHEN PLANTING. 15. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL PLANT PITS ARE WELL DRAINED. THE LANDSCAPE CONTRACTOR WITHOUT COST TO THE OWNER WILL REPLACE ALL PLANT MATERIAL, WHICH IS AFFECTED BY POOR DRAINAGE. 16. ALL LAWN AREAS ARE TO BE TILLED TO A DEPTH OF 6" AND ALL FOREIGN MATERIAL REMOVED WHICH WILL INHIBIT THE HEALTHY GROWTH OF THE GRASS. ALL OLD GRASS AND GRASS ROOTS ARE TO BE REMOVED FROM THE SITE. NEW TOPSOIL OF A MINIMUM 4" IS TO BE PLACED OVER THE AREAS TO BE SODDED. THE GRASS AREAS ARE TO BE FINE GRADED TO ENSURE THAT NO UNDULATIONS OCCUR. THE LAWN TOPSOIL IS TO BE ROLLED AND LIGHTLY IRRIGATED PRIOR TO PLACING OF THE SEED. THE SEED IS NOT TO BE LAID ON FROZEN OR SOAKED SOIL. 17. THE TREES AND SHRUBS ARE TO BE HANDLED WITH THE BEST CARE AND ATTENTION TO ENSURE THAT THE PLANTS ARE NOT BRUISED, BROKEN, TORN, DAMAGED IN ANY WAY WHICH WILL AFFECT THE PLANTS GENERAL APPEARANCE AND WELL BEING. 18. THE TREES AND SHRUBS ARE TO BE PLANTED WITH THE ACCEPTED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTS ARE TO BE PROPERLY WATERED AND BACKFILLED DURING THE PLANTING. ALL CARE MUST BE TAKEN TO ENSURE THAT THE PLANTS ARE UPRIGHT, A PLANT'S BEST SIDE IS EXPOSED TO THE POINT OF THE PLANTS GREATEST VISIBILITY. 19. THE TREES MUST BE STAKED IN ACCORDANCE WITH ACCEPTABLE NURSERY PRACTICE TO ENSURE THAT THEY ARE SECURE IN THE GROUND AND WILL GROW STRAIGHT AND UNIFORM. THE TREES ARE TO BE WRAPPED IF THE CONTRACTOR DEEMS IT NECESSARY TO PROTECT THE TREES FROM SUN SCALD OR INSECT ATTACK. 20. TREES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM WALLS AND WALKS. 21. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN 4 FEET OF SHRUB BEDS SHALL SHARE SAME MULCH BED. 22. PLANT ALL TREES AT FOUR (4) FEET FROM THE END OF HEAD -IN PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. 23. DIG THE TREE PIT AT LEAST ONE (1) FOOT WIDE R THAN THE ROOT BALL AND EQUAL TO THE BALL'S VERTICAL DIMENSION,SO THE TOP OF THE ROOT BALL WILL BE FLUSH WITH THE GROUND LEVEL. 24. ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICKAX OR SHOVEL. 25. BACKFILL FOR ENTIRE PARKING ISLANDS AND PLANTING AREAS SHOULD BE WITH THE SITE'S EXISTING SOIL HOWEVER, IF SOIL IS HARD, COMPACTED FILL DIRT, THE SOIL IN THE ENTIRE PARKING ISLANDS AND PLANTING AREAS SHOULD BE IMPROVED WITH ORGANIC MATTER AND THE GROUND WORKED SO THAT IT CAN BE MORE EASILY PLANTED. ALL ROOTS MUST BE COMPLETELY COVERED. PLANT MATERIAL SHOULD BE THOROUGHLY WATERED AFTER INSTALLATION. 26. HERBACEOUS EMBANKMENT PLANTINGS SHOULD BE LIMITED TO 10 INCHES IN HEIGHT. 27. PLANTS SHALL NOT BLOCK MAINTENANCE ACCESS TO STRUCTURES WITH TREES OR SHRUBS. 28. ALL PLANTING AREAS SHALL CONTAIN SOILS SUITABLE FOR PLANTING. SOILS SHALL BE FREE OF CONSTRUCTION MATERIALS. EXCESSIVE ROCK AND GRAVEL OR COMPACTION SHALL BE ADDRESSED PRIOR TO INSTALLATION OF LANDSCAPE MATERIAL. CONSTRUCTION NOTES: PRE -CONSTRUCTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE OWNERS REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION 1. OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 2. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. 3. MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE BIORETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE. 4. TREES SHALL BE BRACED USING 2" BY 2" STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. INSPECTION/GUARANTEE 1. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE OWNERS REPRESENTATIVE. 2. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR 3. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. �LTH OF r° JON THAN Ui 0 x x H 0 w x z 0 W 5 0 am O oc 0 w a DATE 0312112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY J. BONDI SCALE N/A J W J w U 0 UQa w LU O I-i o Z U J LU LU Q a 0� � w U /'.L 1 I. coJ Q Q T. Q U J LQLU ue) Q JOB NO. 46555 SHEET NO. L2.1 L DETAIL PLANT SCHEDULE TREES OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ULM ALL 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 423SF FLOWERING ORNAMENTAL TREES OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CER CAN 1 CERCIS CANADENSIS EASTERN REDBUD 1.5" CAL. B&B 124SF SHRUBS OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT COR SIB 10 CORNUS ALBA'SIBIRICA' REDBARK DOGWOOD 24" HT./SPRD. CONTAINER FOT GAR 2 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. CONTAINER GAR KLE 24 GARDENIAJASMINOIDES'KLEIM'S HARDY' KLEIM'S HARDY GARDENIA 24" HT./SPRD. CONTAINER HYD CBC 8 HYDRANGEA ANOMALA CLIMBING HYDRANGEA 24" HT./SPRD. CONTAINER HYD MAC 25 HYDRANGEA MACROPHYLLA LARGELEAF HYDRANGEA 24" HT./SPRD. CONTAINER HYP HID 17 HYPERICUM X'HIDCOTE' HIDCOTE ST. JOHN'S WORT 24" HT./SPRD. CONTAINER ILE HOO 26 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER ILE INK 7 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER ILE WIN 11 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ILE CON 1 ILEX X'CONAF' OAK LEAFT'^ HOLLY 36" HT./SPRD. B&B OR CONTAINER ITE NLA 6 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER PAN SHD 123 PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCH GRASS 24" HT./SPRD. CONTAINER GROUND COVERS OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CAR SED 84 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONTAINER �LTH OF'L O, v JON THAN NDI 9 No. 79 0�1 2023 0 scJPE ARC�1R n E O N U N � Q O > E w °1 E Y U W 3 Q a o 3 0 U. �n � O L Q j U s Z > > w N m a rn d � O N Z W y M 3. o � Q Z o G w p W cnvv� zi��� _ > 08 Q vi Ln V u" N W W W W W a s Lu C)w Z000 a W i a a O J �n In V1 LD ti J J J ICK 2 H w N N N = a rN rN O O ti Q ti ti O Z O Ln DATE 5 0312112022 O } DRAWN BY M.RACHNER • DESIGNED BY • M.RACHNER • CHECKED BY • J. BONDI SCALE N/A • • J Q w W J � � � w UQ o �' z I -4 0 a u U w W Q m � ^ J Q li Q J U < Q o 0 w a a JOB NO. 46555 SHEET NO. 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N.A. 40OG-2 Southlake Blvd. Richmond, VA 23236 Parking Illuminance Fc 3.21 6.4 1.0 3.21 6.40 Tel: 804-379-7777 www.lightingvirginia.com ] q �. + + + + + + +\ + I I + / / l + + p + I + + + + + + + + + + + \ \\ 0.0 O.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 0.0 / 0.0 /0.0 0.01 ON�Q' 0.0 0.0 /0.0 0.0 O.o 0. 0. 0.0 0.0 0.0 0 0.0 0.0 6 TMP61W-1-C-6 THE29GROUP, LLC DB. 5448, PG.+ 13 + 4 + l 1 10. 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REVIEW .0 / 0.0 .0 0 - 0:3 --OrO .0 0 _ 0 0 1 .1 0.1 0.� 0.2 .3 0. .3 z I o.l o.l '-I / tl^ COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET /lllA//lll/ l r '+ + / ) / + OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM I 0 1 0. , A. 0. O.k 0. 0.2 0. 0.1 0.1 0.1 MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY + 481 r 480 9+ _ APPLICABLE JURISDICTIONAL CODES. I//l/l I /l + + + + '+ + + + + + + + 476 +-- _ /+ ° + + + +� + + / I I / 0 0 48 0 0.0 2 0.4 0.1 0.0 0.0 0.0U--�-_ .�- 0.1 0�1 .1 0. 0.1 0.1 0.1 0.0 d83 �0/ p 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. -- 484 pilll� G � ' {}-� ? i FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR + + + + - + + + + + 1 + + ` + + + + + + + + + + + + + + I UT0 /0 0 0.0 0.0 0.0 p 0.0/ 0.0 0.0 0.1 0.l 0.f"DE�.1 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 O.b O.Q 0. 0 0.1 0.1 0.1 1 0.1 0.1 0.1 0.0 / p I I \ r \ l TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, ��I�MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR It I v + + + + + , SPECIFIER RESPONSIBLE FOR THE PROJECT. 0.0 0 0 0 0 0.01 o.o o.ol o J i o oio o.o o.o 0 0.0 0.0 0.0 0.0 rr�\v ��I vv 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY SA I CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE ^7 AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE �/ / ///ti��✓1/ /� I ���+�� MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE / m I I \\ RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. to - I ^ I 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. Zc474 I 1,TH OF v JON THAN E Cl O N U N � c > E W E Y I- U au 3 LL 3 o LL o wLL 0 L ti Q j U co W J -uj dM rn O N N z W y M 3. 0 x �-j ,inoa =� c U j 1D H CM O N to � M a � kDI- (A Z Z 0 L Z{ L) O V) Z U W LU oo�� w w W 2 LU U t J 2 , w a i 4 J I/I l Q J V a ry 0 0 ti \ \ UJ \ ti N ti O .y ti 0 DATE 0312112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY J. BONDI SCALE 111 =20' Q U W 0� U � I..L UO > _ d W =) z 1-4 O Q W J W Q z_ L W m J 2 J U LU Q w T--I LU U / 2 JOB NO. 46555 SHEET NO. L3.1 Z c 5 a d N c 0 EL n c w a m L aN C C 0 d 0 3 a 9X O au) 2z 00 o 2 c m 6 M m a0 O w Z zN od 2 a Fm o o a 2 Y �" X C N O N 2 = 2 2 h m c �0 E o M 06 06 a c v 2 0 'a 0 m m o m 6 � 2 MN a = =s s. E h w tE � E L Date: Jan 12, 2023 Page 111 Atha LIGHTING Transmittal LIGHTING VIRGINIA Lighting Virginia-CentraltlkeBlvd- Richmond 400 G2 Southlake Blvd. Richmond VA 23236 Phone: (804) 379-7777 Project LV- CH PREMIER CIRCLE SITE LTG From: Mary Tipton QUO[e# LV-CENTRAL22-38546 Location Contact - ATTACHED WE ARE SENDING YOU 1 COPY OF THE FOLLOWING ITEM: ❑ Drawings ❑ Specifications Other: ❑ Prints ❑Information ❑ Plans ❑ Submittals THESE ARE TRANSMITTED FOR: ❑ Prior Approval ❑ Resubmittal for Approval ❑ Record ❑ Approval ❑ Corrections Bids due on: ❑ Approval as Submitted ® Your Use Other: ❑ Approval as Noted ❑ Review and Comment Type MFG Part A3 US Architectural RZR/PLED-III-W/80LED-700MA/40K/ xxx/1/Xxx A4-HS US Architectural RZR/PLED-IV/SOLED-1050MA/40KIXXx/ 1/XXX/HS-PLED B4 US Architectural RZR-P1­2-PLED-IV-FT-40LED350MA- 4OK-HS-PLED 17 PT POLE American Lite Pole RNS-10-40-11-AB-PT M.5' S POLES American Lite Pole SNS-22.540-11-AB-PC(XX)-D19BC- DMP L10 Pmswlite LFR­4RD-M-10L40K8-XW-DM1/LFR- 4RD-T-SS-CL lED Life / Operating Haan Lumen Depreciation [Amen Depreciation Scats factor 60,000 (10x TestOme Colculaled) L94 0.94x 100.000 (iheorelbal Calculated) L92 0.92x 150,000 (1bearetic.1Calcualted) 189 DRW 19.4. JOD Name: KLK/F'LtU- LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/J/XXX VIRGINIA Architect: TIMMONS Notes: AAA'NE�� PROJECT NAME: AREA &ROADWAY LIGHTING PROJECT TYPE: BAZAR SERIES - LED LOW PROFILE AREA LUMINAIRE A3 Optical Housing Heavy cast, low copper aluminum assembly (A356 alloy, <.2% copper) minimum wall thickness .188'. LED Module mounting area is machined to - within a 0.002'surtace flatness variance for maximum surface contact and thermal conductive from the LED modules to the radiating fins. Passive ri 9 radiating fins above the LED Optics provide superior thermal management and long LED IIfe.The optical and electrical compartments are integrated with the support arm to create one assembly. Cast and hinged driver compartment cover allows access to the drivers and wiring. - Electrical Housing W/ Integrated Arm --- -- Heavy cast low copper aluminum (A356 alloy: <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments. The optical compartment and electrical compartment with the integrated support arm combine to create one assembly. Minimum wall thickness Is .188'. Cast and hinged driver assembly cover is integrated with wiring compartment cover. RZ R PLED -Optics Emitters (LED's) are arrayed on a metal core PCB panel with each emitter (MODELS: RZRM. RZR. RZR-GBRZR-MAF') PATENT PENDING located on a copper thermal transfer pad and enclosed by an LED Refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a micro -reflector inside the refractor re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter A and all refractors are retained by an aluminum frame. Anyone Panel, or group of Panels In a luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable In 90e increments. RZR-G s LED Drivers) c T Constant current electronic with a power factor of >.90 and a minimum D operating temperature of -40aF/-40aC. Driver(s) is/are UL and cUL 4 recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy T removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 1 RZR. RZRM ffiRZR-MAF' A has a i i um of 30V. standard. minimum of3KV 5 d. Driver OVdimmon. (ropvleq internal surge Luminaiver with 20KVs surge internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED Emitters ~ B High output LED's are utilized with drive currents ranging from 350mA to RZR & RZRM c ������I1I T 1050mA. 70CRI Minimum. LED's are available in standard Neutral White T D (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult vl 1 (Factory for other LED options. Amber LED's RZR-MAF* o TRA (True Amber) LED's utilize material that emits light in the amber T spectral bandwidth only without the use of phosphors. Finish Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140l Four step media blast and iron phosphate pretreatment for protection and paint adhesion.400'F bake for maximum hardness and durability. Mast Arm Fitter/Electrical Housing Replaces standard Electrical Housing. Fits standard 2 3/8' 0. D. horizontal FIXTURE A B D D RZR-G 15" 36.5" 3- 7- 991mm VIJmm 76nm 197mm RZR 14.75- 28.2V 2.75" 6.5- 375mm JIBmm 7Anm 165mm RZR11 Max 22- 2.5- 5.25" NSrnm SSAnm datum 133nm RZR-MAF Is.. 23.26• 2.5• 4- 981mm 7Nnxm Mmm 1E2mm tenon.Two (2 straps with two (2) bolts each encircle the lower half of the tenon. Upper alf of the tenon rests on self -centering steps that position the angle of the luminaire at 0',+1.5°,+1.5 or+3° up from the horizontal. All hardware Is stainless steel. ILL LISM for S�L Wx Loaten 2022158 U.S. Pole Company Inc 1660Wast Avewaa %mdaw.la.CA93i51 Lima An Employee owned Company Pha1)e (661)233-21100 wwusa0g.can y�,a fitted On: Dec 5. 2022 1/6 Submitted by Lighting Virginia -Central Catal TEAM0 Job Name: RZR/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/ VIRGINIA Architect: TIMMONS Notes: A'NE)- RZR SERIES - LED A3 PHOTOMETRIC DATA GUIDE - LM-80 LUMEN MAINTENANCE Lumen Depreciation Calculations Dore in Accordance WMl IESNA gv}21 a IMM (25"C Ambk3r4) TM-21 6x Test Time Modulates that L94 s 40.000 Nature. ELECTRICAL DATA GUIDE - AMPERAGE CHARTS LEDs mA WstaXs 120V 208V 277V 347V 480V 24 350 28 0.24 0.14 0.10 0.08 0.06 24 525 42 0.35 0.20 0.15 0.12 0.09 24 700 56 0.47 0.27 0.20 0.16 0.12 24 875 68 0.57 0.33 0.24 0.20 0.14 24 1050 82 0.68 0.39 0.30 0.24 0.17 48 350 53 0.44 0.25 0.19 0.15 0.11 48 525 79 0.66 0.38 0.29 0.23 0.16 48 700 105 0.88 0.51 0.38 0.30 0.22 48 875 132 1.10 0.63 0.48 0.38 0.27 48 1050 160 1.33 0.77 0.58 0.46 0.33 40 350 43 0.36 0.21 0.15 0.12 0.09 40 525 65 0.54 0.31 0.23 0.19 0.13 40 700 87 0.72 0.42 0.31 0.25 0.18 40 875 108 0.90 0.52 0.39 0.31 0.23 40 1050 128 1.07 0.62 0.46 0.37 0.27 80 350 85 0.71 0.41 0.31 0.25 0.18 80 525 129 1.08 0.62 0.47 0.37 0.27 80 700 174 1.45 0.83 0.63 050 636 80 1050 256 2.14 1.23 0.93 0.74 0.53 120 350 130 1.08 0.63 0.47 0.37 0.27 120 525 192 1.60 0.92 0.69 0.55 0.40 120 700 260 2.17 1.25 0.94 0.75 0.54 120 875 329 2.74 1.58 1.19 0.95 0.69 120 1050 39B 3.32 1.91 1 1.4E 1.15 1 0.83 U.S. Pole Company Inc.I NOW-'A.�.-299No,1'a mle.u9.u1 An Employee Owned Company Knawadt)m ww Hpmn :Irhmiffarl tinnPr. S inii L E�` THE & U.S. InriPx Submitted by Lighting Virginia -Central Catalog Number: RZR/PLED-III-W/80LED-700MA/40K/ Type: LOAM. Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/1/XXX A3 VIRGINIA Architect: TIMMONS Notes: AAANE V LV-CENTRAL2238548 RZR SERIES - LED SPECIFICATIONS POLE DRILLING TEMPLATE EPA & WEIGHT PLED' MODULES coo. 22-dal rn) 2.76- 1. 5'Dow. rmnm) a' 6r wR�a 120 LED Module .wl .56h' DIA. I2BFG 5"' (14'a'") RZR-G RZR Max Weight=431b3 Max Weight=34lbs Max EPA=076 Max EPA=0.67 d)HOLES rn) 31 HOLES 120 LED Max 80 LED Max 80 LED Module ea. m... a...... 48 LED Module RDa4 RaMAAF Max Max Weight-361bs EPA=0-2616s Max EPAae Max EPA40 LED Mao 00 LED Maxaa 4p LED Module m 74 LED Module SELECT FROM STD COLORS ORDERING INFORMATION Spec/Order Example: RZR/PL D-IV/80LED700mA/CW/277/RAL-80193 Luminalre Opled LED Mode VoXXX Mounfirg FinisM1 Optbns RZR PLED-III-W 80LED/700MA/40K 1 XXx Luminaire Optics LED Voltage Mounting Finish Options PLED- 6 of LEDs Drive Color Arm Mount Standard Oldlerm Type Current Temp -CCT Textured Finish ❑ RWBG ❑ Type II ❑ 120LED ❑ 1050mA' ❑ 27K (2700K) ❑ 120 tit 1 f ❑ Black ❑ Imemal louse state Shield PLED41 ® ❑ 80LED ❑ 875mk ❑ 30K (3000K) ❑ Pelt RALAOOST reampe. Hansa/4a) FIS-P ED ❑ Type 11 Fra4 Row ® E 700MJV 040K(4000K) p240 ❑2-1 so !aa ❑ While External Gore Shield PIED4IFR gALA003-T 4sand EG31 ❑ e He M� ion ❑ SOK (5000K) ❑ 277 ❑ Grey ❑ E Gble Shod harmalPIED41-MIL ❑ 350mA ❑ 347 ❑290 RAL-700E-T 61clac 35Wed RmrWetlge EGS3W � RL4 RZR/RZRHv1AF � TRA ❑Dark Bronze ❑ Round Polemapter RPA ❑ RZR•MAF ❑ TYPe III Mee. ® 0 80LED True Amber' ❑ 480 ❑ 3A0 � R44019-T O Twist look Reaeptabb PLED411 Consult Factory ❑ Green Cry TPR ■Type 111 Wde ® ❑40LED for Omer LED War, CCT. El 3.120 RAL4005-T �7fin Twist led, Receplableonry TPR7 SPECIFY PLED41FW aa3 op5om OLTAG Premium ❑ ❑TypeN ® � 4-90 Finishes EMIchbIfiginiaYJDtrmirgM asOch WoOEYs/Select PLEwv l®.re65onmazSnaD ❑ RZRM RZRM NOTES: ❑ Rust (ounnla HLSW/2* HLSW El Type N t-7omward,ONSuAnosroruse ❑ Phdo Cell+Vdhw PIEOIViT �48UD wIM.Urixs Wall Mount CP oper (Exurnex,PC)'4f51 PC+V ❑TydEv NrnoN �24LED 2-Amnablaw350nNas25mA drincummmonly PC ❑angle Fuse SF PIED -VS" ❑ WM No 02w.vM 0 Fuse ❑ r as V Metl. PLEIW4" 17 ch.,DrI Factory for For smooth Snis replacesNflx'T' (Bew x Prow. �7 DF omer0r vecarrent9 WM-WelMwm powded. mwrmng wth Ealfll,'3' ❑Me-Toom mace ❑Type VLMde dtldelad., (Example RAL-9500S) Fhoto/Mal Samar o PLED-VSQW ❑�' Coneunloclormr Iwnrolws rRxdT-MMIon5M1m; Prp1a751c) MSF311 U.S. Pole Company Inc. mE w.aawawa AWraMA rwam, MADEMTIE U.S. ARCHITECTURAL An Employee owned Ctlmpany ITma(Ml)235,2GT w.w.uMpmn Li`� WT r7711 %S' [eLA 91Z4 if'g4 04.1 Submitted by Liahtna Vi inia-Central Catal peAM,q Job Name: RZR/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/ AVIRGINIA Architect: TIMMONS Notes: AANE� RZR SERIES - LED PHOTOMETRIC DATA GUIDE - ISOFOOTCANDLE PLOTS RZR-PLED-80LED-700nTA40K - 25' Pole Height MHDIS1AHo I MHDISTANCE25) MHUSTANCEV, 0 3 z 3 4 5 0 1 z 3 4 5 0 1 2 3 4 S TYPE II MHDISMNCEW1 0 1 2 3 4 5 MHDISTANCEM] 0 1 2 3 4 5 TYPES MHDUGHOEM) 0 1 2 3 4 5 1 6 2 1 D 3 2 1 E IYPE II+He MHDWAYCEM) 0 1 z 3 4 s M11D6TANapS1 0 1 z 3 4 S TYRN+HS MHNIANa RSI 0 1 2 3 4 5 1 0 2 1 E 3 0 3 2 1 a MEII HE MHUBTANCEM) 0 1 2 3 4 5 TREMET MH06TANCER5) 0 1 2 3 4 IYPEV59M 1WEKDN TYPEKQW -1.0k -0l -035k -O.tOk IES File downloads for this product can be found at www.usahgcam/downloads/awAtml/downloads/awAtim U.S. Pole Company Inc. arAw.+A,-nn.o. wlmaal•, ravas5l An Employee Owned Company Nwro(M1 MNUO wvv.0 le- IIf isell Cln' nier s inii 1 0 2 E s 3 2 Index A3 MH DISANCE WJ 1WEIHR+HS MH DNMNO Del 0 1 2 3 4 5 MH DISTANCE 01 TYPE N-n+HS MH DISTANCE 01 0 1 2 3 a 5 TYPERML r'10D� U.S. ARCHITECTURAL InriPx pOAMO Jul Name: KLrorLLU-III-VVRSULt_U-/UUIVIA/4UK/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/J/XXX A3 VIRGINIA Architect: TIMMONS Notes: AA NE LV-CENTRAL2238548 RZR SERIES - LED INSTALLATION DETAIL (2) Nuts and (7) Washers Pole Cap w provided ea (2) Through 8afls � A I- �-- 0 Square Pole -A (2) Nuts and (2) Washers Pole Cap --%® provided e0 (2) Through Bogs __7 RZR Installation ® I 10 1 Round Pole Round Pole) Adaptor provided w/ Gasket - R2f7ST accepts 2.88"O.D. Arm for others, Consult factory Driver 2rfinent Door RZR-MAF Installation Wall Plate (4) Bons by others (3) Set Screws provided RZR-WM Installation U.S. Pole Company Inc. era---o. IEbrdala,_adal An Employee Ownetl Company Ncro(61D'23t2DJ wwwixonacm fitted On: Dec 5. 2022 1DAM0 SFoo Name. IKlru LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/ AVIRGINIA Architect, TIMMONS Notes: AA'NE� RZR SERIES - LED PHOTOMETRIC DATA GUIDE - LUMEN TABLES (RZR-PLED) 1Box A3 RZR-PLED DD Count Drive cuaent (mA) SystemJD27K(2)OOK-70CRD Wags 30K (3000K-)OCRO 00K (0000K-)OCRO 50K (b000K-)OCM) System Wo"x TRA(b90nm) MENS LPW BUG RATING IUMFNO LPW BUG RARNG WMENS LPW BUG RATING LUMENS LPW BUG RATING LUMENS LPW BUG RATING me 85A 1277 132 BMUG2 1217E la B21K4G2 12814 1W B20002 13455 1. 12 2 61.047M U75 67 B1LOW 1352 in 030001 IV56 im 03Wf1 Imo 151 &iuD l 13546 159 B31Af1 450E 67 B1{efl 1N7 132 M3TloG3 12175 1" 3341DG3 12815 IN MUGS, lease IN BIAGG3 M75 67 BPUOG21474 led 82L002 1238] Me B21Y3f2 13039 in BMEHa2 13691 led B2A(2 4553 68 Bl{ l 065E in K.Ll. 11501 IM 821eG9 12106 142 UZU0G3 12712 149 B2WG3 4228 63 Bl4 ine in B2 .2 122M IM WROG2 12M1 152 52-UDG2 lease 159 B21x1f2 4510 67 ffl O l M74 121 82LDG3 111W 131 11LOG3 117M 138 B,UEG3 IM77 145 B21AG3 d11] 61 Bi_e ie 1W2 in 53L6G1 12B49 1W BiWGI Inds 150 B3U0aI 1=2 IM B31AC1 70 021AC11671 137 BmIEHn 12(40 in BSUH.2 INSi IN BWHG2 13927 163 Bell 4631 69 B3leb1 11392 in BaUOGi 12M IM BHaG3 IA46 152 BmJDG3 13593 159 06WG3 Mal 67 MUDG2 IH13 82d] 97 B1UDG2 Ban 1W B1-a3G2 9372 110 B14 2 9840 115 B11 2 M73 49 B3WQ1 IIANIS Mary, M ffl e l all IN 01-UJCI YaV 112 B14eC1 1Ce9 Ill B1Yef1 deny, W BOUGG1 IIM4H5 flM4 M B14DG2 9007 105 B14a02 9d82 111 B14eG2 W56 Ill B14AG2 ia11 49 B3WQ1 saw a e167 M B14AGT 6817 1IX{ B14eG2 YL81 109 e141DGY 97as I14 M-IAGI 3240 4e BJIAf1 rv415 M18 101 B14xIG2 93W 1W x.US`S2 9]93 115 014cG2 10ad in B1-IaG2 3420 51 B'lWG1 rvF aim 9s 01LIG3 87W IN B) UDG3 WN 108 6l4AG3 9718 114 B1-LO(.3 3232 M BDIAf2 B] 525 129A H 162N 125 N3 3 17531 135 830003 18454 143 B30DG3 19377 Me B LUG3 101.0 5251 52 B1UOG1 IffR 1648 126 B3UOG2 1IM8 136 03U6 2 18577 1M 830002 19605 151 BBLOG2 5286 52 B1-UDG1 IIML 161G0 126 BL-0004 17532 135 BG 060E 1845E 143 BWOGd 193]] 150 B6LUGd 5251 52 B20002 IILM land 128 03UDG3 1I837 138 MYU6 18776 145 B3UDG3 19715 152 BGU0` 3 5343 53 01-U0,n IM1W 15.1 119 020003 16562 in nul'sO 17d33 in Morn, Into 141 B3L 49W 49 B1-WG2 IV 16NS 127 NUOG3 177W 137 &iUJG3 lens IM B3UDG3 19566 151 B3LW3 5302 52 B1-LW1 Iv� 149A 115 93IIDG3 16127 In M. 16076 131 BWOG4 178N 138 03IA104 4830 48 01-lel VSQN 17140 132 MYVG2 law 143 EmU 2 19477 151 BmU 2 20151 15B 0410G2 N42 55 02-L6G1 V3QM 16807 130 EAJ1G2 I81M MO BWDG2 19W9 148 Bb0002 WON IN M41DG2 693E 54 Edi0001 VSQW 164W 127 BW003 17711 137 BSLYYG3 18M3 1M MSUDG3 19575 151 BSUDW W04 53 83uL G2 WE 11877 92 3IUOG2 12821 W B14 2 134% 1M BIUDG3 14171 110 B1UDG3 3841 38 BSUDGI lL S 12MI 93 31U0G2 13M2 101 BIW 2 13728 1W 81UDG2 1M14 ill B1UOG2 3Po6 39 B}UDG1 IIMM1H5 12016 93 BIUOG3 lW71 led Bl4 n 130.V 1M BIUOG3 14337 ill 31U0G 3885 38 BSUOGI IIFWNS 117W 91 B1UOG3 12696 90 Bl4 a 1336E 103 B1UDG3 14032 IN Bl-UOG3 3803 3e BOUOG2 W.Ho 12A11 96 MAJOG2 13398 104 BI4pG3 1410.a 1W B1UDG3 14W8 114 BIUOG3 Este 40 BOUOGI IVRHs 117. 91 a". 1'M52 90 a]{ a 13328 103 B1UOG3 13M IN B1-0004 37W 30 BOUOG2 II 20595 119 B3UOG3 Mn 128 B34ATG3 23403 In M UEHEM M73 142 B3UOG3 N/A N/A IHR M732 119 83UOG2 Mel IN M31 2 23559 in M EG2 21736 142 031AC2 HAL NG95 119 BmU 22233 lee Sal 23403 In BWDG4 M73 142 BOUOG4 IIM4 209M 121 33U0G3 22621 ]ad &iLW3 M812 137 83UDCA nee IM B31AGa INW 194Y 112 B3UUG4 21003 121 B31n 221m 127 830OGa 23214 134 B3leG4 N M797 in B3UOGi Mel 1N 831AC3 23W3 136 nUDG3 M14 143 B3LOG4 N:T 10945 109 03UDG4 MAN its Bel 2150 1M NU 22Ma in B31AGa B] I00 1I3.6 VSQN 21 J.7 in BWOG2 n466 135 84 2 A701 142 HuU0G2 seen I49 B61o62 I,�t 21314 N906 123 in 05UDG3 B5U0G3 =10 2M61 In IN MHpG3 BSIpGO an Mae Me 136 MSUDGi aw0Gl 25di2 24825 IM Me 0 4ARG3 B5410G1 VSI 1" 1W52 87 Bl1L1 l 16M 94 BImLGG3 17115 W B1UDGa 17971 led B14AG3 IRR a 1501 a0 BlUOG2 16639 95 B141pG2 17410 1e MU0E2 land IN B14 2 Humes 15238 80 BIUDG3 lease M BIAGG3 17315 led B1UDG3 18181 to B14AG4 IIW7HS 14915 Be BIUOG4 16101 M BlA IW4a M B1UDG4 17]M IN B14AG4 NAIS 15]]9 91 BIUDG3 16W1 98 Bl4 170M5 IN B1UDG3 187W IOB B14AG3 NiT415 1M74 86 B1U0G1 ]SON W 31L 1Ke3 97 B1U0G1 17748 IM 014AGE B] BIS 215.9 0 23798 Up KWE0 M691 119 B3IpC3 27M In MW noes 132 B3UOG4 N/A N/A BER 23957 ill B OG2 25052 1'HI 83I 2 27M alb MWOG2 2M5Ma 132 BWOG2 ILML 237W 110 04UOG4 26691 119 EmUG4 270M in Em1 28396 132 BHUOG4 S. 24214 112 03LDG4 26140 121 B3. 27516 127 .1. 2.2 1. a.. IIFW N182 104 83000E 2A270 112 33l 25548 118 nUrO Man 1N BmU IV M032 ill BM3 n943 120 M3LIG4 Nee 126 & uD 28674 In B3UOG4 rv-n 21892 101 BSAJ G 2363E 1W B31xM5 M77 115 830005 26121 121 B3UOG5 VSQN Mile 116 04U0G2 27116 IN MSLeG2 2Nn 132 &5 2 299M 139 M50002 VSQM U6lx 114 BSUOG3 26589 123 BSLYM=3 27M 130 85`,J 3 M87 in B5110Gi V W N042 ill BSUOC-4 2595E lA MSLW4 27321 127 & DG4 20606 133 0Su0G4 1" Hass 81 Bll.G IBJ09 0] BI1VG3 19]78 92 81LOG4 NIW 96 B2U0G4 IHRHS HIDE 82 31U0G2 19112 89 BI4 2 20118 93 31U0G2 21124 98 B1-U0G2 IILMHS 1JM8 82 Bl UD IW]0 80 Bl4 2eW 93 6IUDG4 21009 97 B1-uD IBWAIS 1723E ED all. 18605 a6 B14xlGd 1958E 91 SIU0G4 20564 0 BmrO 14S 18187 Eu BW0G3 1953E 91 Bl4 MM7 M B1UDG4 21701 101 BT.0 G IvffAHS 17188 a 81 UDc4 IMW A6 Bl{ 19532 Po BlU 21609 95 B1U e 10.A` II 2]3Y 107 e3UDW R95� 115 BdLIG4 31�a 121 BWD(a` 32N8 127 BOleG4 N/A N/A IHR N535 107 63UOG2 N727 116 651AG2 31N1 1N 04UeC2 32856 10 B41AC2 RML N3% 107 B4UOG4 WEST ]IS B50.G5 31M 121 B5U5 Dfh 326N ID B5UIG5 NM 27832 le 5SUOG4 30045 117 MiWCd 31627 19 BmA)G4 deny in 06WG4 IIW/ 258a1 101 B'f1eG! N09] ly 83a1fJ Slates 115 A'AID(�` 3Mi4 12l B3WG5 R 27622 IN NUMal Max 116 MiUJFA 31M III B4LHal 3N59 IN 06WCA Win-- 25163 M 03ADC3 271W 106 NU0,3ly 28595 112 BHID(�l`v WIN 117 B31D65 wAtJ W71 113 BSIAf2 311M In 06UJC2 32010 in BSWG2 Same 13a 05La 256A VSQM z8310 1I0 NUDG3 3W61 119 061eG3 321M 125 BSWCA 33779 I3z Ba_A VSQW 27634 109 BHr DGa 290t3 116 Bilefl 3140i 112 BSUHIv ]NI3 IN BSIMS IRIS naps 78 M4x5G1 z15M 81 Bz4eFA N733 y 02LICA 98ro M B2-LO(al IHRHs NL9 N Bl ll 21M8 05 Bt-Wf12 23114 m 0 _LOGO Trine] 95 B1-1 GO IIM4HS Sony M M4x5G4 21M8 85 BI4eFA zN98 W IH4UCG4 M145 M M-LO(al IIFWAE 19PW ]] B1L204 21305 83 B14p0! 2'1511 88 B14A0a 23636 92 Bl-14G6 NAIS 2gA5 82 It-UGG4 22559 B1UOfr1 13756 93 014ACA MM3 97 Bl-LO(.4 rvsTAE 19755 ]] ell 21e20 Bi atUOCL 22451 88 B14A05 2MJ3 92 Bl-IpG$ ISS File downloads for this product can be found at www.uwttgcom/dmnl�s/aw.htm/dmnl�s/aw.htm U.S. Pole Company Inc. amw..rA.-x. o. Paaaa., suss, An Employee Owned Company Hiw'e I651)239SOA ww.utllp.avn itted On: Dec 5, 2022 MAD_ EINTHE LTH OF v JON THAN M E C) N U N rD c > E a E w U 3 W ¢ LL 3 0 LL O O t ti ¢ j U Do Z w_J-Lri d > p N I01---r1 { al N LD W r d +O-r M z 3.O(nX fn ZUUt 9It - 0 Q p W 7 Uri v� Z I !E!>ID ¢ O O Lri U i N W Lu Z W W d � LU ID ZOUt J 2 . � W Q . d ( LU I O _J U1 l 2 ti J 2 0 ? V l H N f LU uJ G\h < U¢ O ti r Z O DATE Ln 5 O 0312112022 DRAWN BY M.RACHNER • DESIGNED BY • M,RACHNER • CHECKED BY J. BONDI • SCALE N/A • • J W LU U = (!) IF i� U a �UE''j/ yL� V r W Z t� HI O 2 U = W r n LU V_ wLU LU J CD a t� U LU Q real a ex JOB NO. 46555 SHEET NO. L4.1 at o C Ed Ed Ed _ O e 3 It. D 90 O a0 N � Z a0 o � c mE a '6 a C d rn D- 0m O of N V) N O m 2 $ 2_ N e O L �L O a N in uo Z Y do N X C 0) O N 2 = 2 � m N O m a C E o C V M O O) a c Too !0 'a 0 uo o m .- as V U 2 Ed d3 = c 0 m 0.E h w = E L LED Life / Operating Hours Lumen Depredation barren Depreci.han Soale Factor 60,000 (10x TestTme Calculated) L94 0.94x 100,000 (Theoretical Calculated) LW 0.92x 150000 (1Iw.mhc.1Cal,,rnI ) 189 DRW 19A4Job Name: RZR/PLED-IV/80LED-1050MA/40K/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/1/XXX/HS-PLED All VIRGINIA Architect: TIMMONS Notes: A'�Hi iv ee.. PROJECT NAME: AREA &ROADWAY LIGHTING PROJECT TYPE: BAZAR SERIES - LED LOW PROFILE AREA LUMINAIRE Optical Housing Heavy cast, low copper aluminum assembly (A356 alloy, <.2% copper) minimum wall thickness ,188'. LED Module mounting area is machined to - within a 0.002'surface flatness variance for maximum surface contact and thermal conductivity from the LED modules to the radiating fins. Passive radiating fins above the LED Optics provide superior thermal management and long LED IIfe.The optical and electrical compartments are integrated with the support arm to create one assembly. Cast and hinged driver compartment cover allows access to the drivers and wiring. - Electrical Housing w/ Integrated Arm --- -- Heavy cast low copper aluminum (A356 alloy: <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments. The optical compartment and electrical compartment with the integrated support arm combine to create one assembly. Minimum wall thickness Is .188'. Cast and hinged driver assembly cover is integrated with wiring compartment cover. RZ R PLED -Optics Emitters (LED's) are arrayed on a metal core Pi panel with each emitter IL (MODELS: RZRM. RZR. RZR-GBRZR-MAF') PATENT PENDING located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a micro -reflector inside the refractor re -directs the house side emitter output towards the street side and -T functions as a house side shielding element. Refractors are injection molded 1112 acrylic. Each LED refractor is sealed to the PCB over an emitter A M and all refractors are retained by an aluminum frame. Anyone Panel, or group of Panels In a luminaire, have the same optical pattern. LED I refractors produce standard site/area distributions. Panels are field replaceable and field rotatable In 90° increments. RZR-G B LED Drivers) c T Constant current electronic with a power factor of >.90 and a minimum D operating temperature of -40°F/-40°C. Driver(s) is/are UL and cUL 1 recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy T removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 1 RZR. RZRM ffiRZR-MAF' A d. Driver has a i i um of 30V. 50,60Hz.(0-1OV dimmable driver is standard. Driver hose minimum of 3KV (ronvlewt internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED Emitters ~ B High output LED's are utilized with drive currents ranging from 3501 to RZR & RZRM c ������I1I T 1050mA. 70CRI Minimum. LED's are available in standard Neutral White T D (4000K), or optional Cool White (501 or Warm White (3000K). Consult vl 1 (Factory for other LED options. Amber LED's RZR-MAF* c u TRA (True Amber) LED's utilize material that emits light in the amber T spectral bandwidth only without the use of phosphors. FIXTURE A B C D Finish Electrostatically applied TGIC Polyester Powder Coat on substrate RZR-G 15" aElmm 36.5" 9Vinm 3- 7onm 7- lei prepared with 20 PSI power wash at 1401 Four step media blast and iron RZR 14.75- 2B.25" 2.75" 6.5' phosphate pretreatment for protection and paint adhesion.400°F bake for 37smm 71Bmm mmm 165mm maximum hardness and durability, RZRII 11.5" R.m 22- SSAnm 2.5- dam 5.25" 13Ynm Mast Arm Fitter/Electrical Housing RZR-M(V Is.. 28.25• 2.5• 4- Replacesstandard Electrical Housing. Fits standard 23/8' 0. D. horizontal sE1mm 7Nnm Mmm 1o2mm tenon.Two (2 straps with two (2) bolts each encircle the lower half of the tenon. Upper alf of the tenon rests on self -centering steps that position the angle of the luminaire at 0°,+1.5°,+1.5 or+3° up from the horizontal. All hardware Is stainless steel. ILL Us15d for �L WxLoedw 2022158 U.S. Pole Company Inc 1660West Averxsea Palmdalw CA93i51 .MADE�INTAHHE An Employee owned Company Pha1,e (661)233-21100 www.usa0g.can fitted On: Dec 5, 2022 1/6 Submitted by Lighting Virginia -Central Catal ,LAMO Job Name: RZR/ LIGHTING TJACH PREMIER CIRCLE SITE LTG X= VIRGINIA Architect: TIMMONS Notes: O'NE'' RZR SERIES - LED Type: 050MA/40K/ A4-HS PHOTOMETRIC DATA GUIDE - LM-80 LUMEN MAINTENANCE Lumen D,,reciation Calculations Dore in Accordance WM1IESNA 17421 a IMM (25'C A ntaii TM-21 6s Test Time aealates that 1%s 60.000 Flours. ELECTRICAL DATA GUIDE - AMPERAGE CHARTS LEDs mA WstaXs 120V 208V 277V 347V 480V 24 350 28 0.24 0.14 0.10 0.08 0.06 24 525 42 0.35 0.20 0.15 0.12 0.09 24 700 56 0.47 0.27 0.20 0.16 0.12 24 875 68 0.57 0.33 0.24 0.20 0.14 24 1050 82 0.68 0.39 0.30 0.24 0.17 48 350 53 0.44 0.25 0.19 0.15 0.11 48 525 79 0.66 0.38 0.29 0.23 0.16 48 700 105 0.88 0.51 0.38 0.30 0.22 48 875 132 1.10 0.63 0.48 0.38 0.27 48 1050 160 1.33 0.77 0.58 0.46 0.33 40 350 43 0.36 0.21 0.15 0.12 0.09 40 525 65 0.54 0.31 0.23 0.19 0.13 40 700 87 0.72 0.42 0.31 0.25 0.18 40 875 108 0.90 0.52 0.39 0.31 0.23 40 1050 128 1.07 0.62 0.46 0.37 0.27 80 350 85 0.71 0.41 0.31 0.25 0.18 80 525 129 1.08 0.62 0.47 0.37 0.27 80 700 174 1.45 0.83 0.63 0.50 0.36 80 875 216 1.80 1.04 0.78 0462 0,45 80 1050 256 2.14 1.23 0.93 0.74 0.53 130 1.59 0.47 0.37 0.27 120 525 192 1.60 0.92 0.69 0.55 0.40 120 700 260 2.17 1.25 0.94 0.75 0.54 120 875 329 2.74 1.58 1.19 0.95 0.69 120 1050 398 3.32 1.91 1.44 1.15 0.83 U.S. Pole Company Inc.I-W-'A.�231A0,�nnml.,--1 An Employee Owned Company P1nrwas)m -empmn ,iihnniffArl tinnFPn S inii 7 MADIFINTHE U.S. ARCHITECTURAL Li InriPx Submitted by Lighting Virginia -Central Catalog Number: RZR/PLED-IV/80LED-1050MA/40K/ Type: *pAMe Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/1/XXX/HS-PLED All VIRGINIA Architect: TIMMONS Notes: AAANE V LV-CENTRAL22J8546 RZR SERIES - LED SPECIFICATIONS POLE DRILLING TEMPLATE EPA & WEIGHT PLED' MODULES 2.76- 1. 5'aamV (MmV + a' �°^ wIBBwAr wR�a 120 LED Module .s61'DIA. �G ('ana6 RZR-G RZR Max Weighs-431bs Max Weight-341bs Max EPA=076 Max EPA-0.67 .406' I d)HOLES rn) 120 LEO Max 80 LED Max 80 LED Module ffi:: 48 LED Module RDa4 IOAlr1AF Max Weight-2616s Max Weight-361bs Max EPAap Max EPA48 LED Mao BD a0 Maxaa 4p LED Module m 24 LED Module SELECT FROM STD COLORS ORDERING INFORMATION Spec/Order Example: RZR/PL D-IV/80LED700mA/CW/277/RAL-8019-S Luminalss oplod LEO Mode VoXXX Mounfirg FinisM1 Optbns RZR PLED -IV 80LED/1050MA/40K 1 XXx HS-PLED Luminaire Optics LED Voltage Mounting Finish Options PLED- 6 of LEDs Drive Color Arm Mount standard D6Meumm Twos Current Temp -CCT Textured Finish RZRG ❑ Im2.G ❑type II ❑ 120LED M lasomi ❑ 27K (2700K) ❑ 120 tit 1 f ❑ Black ■ Internal House sale Shield PLED41 ® ❑ 80LED ❑ 87SmA' ❑ 30K (3000K) ❑ 2BB RALAOOST ft Up court (example HsrIEO/4e) IIBFIED ❑TypenFlmtlicw ® 700)nA' 40K (4000K) p 240 ❑ 2-180 �.a ❑ While External Gloss shield PLED41FR RAIA II)i 4slded EG51 ❑ ion 525MA❑ 50K (5000K) ❑ 277 ❑ Grey ❑ FxlernalG .Shidtl mn� ❑ ❑ 347 ❑2+90 RAL-71101 3Slded ReorWedge EGEoW RZR PIED41-MIL RZR/RZRFAAF Tru ❑ Dark ❑ Raurld Pole AtldplW RPA ❑ RDhMAF ❑ Type III Med. ® BOIEO True Amber ❑ 480 ❑ 3-90 019-T RALS019-T ❑ FeelOhN Ixak Reaeptabb PLED411 ConsultFactory❑ Green only HER [I Type 111 Wee ® ❑40LED for Other aO Cdpr. OCT. (]3-120 � RALdWST ❑Rein Test Lod, ReceplObleonty TPR7 SPECIFY PLEDA W aOx options OLTAG Premium for ❑SeffahwDhxn/Spec N lrypeN ® 9-90 Finishes Sxfich WofiEYs/Select PLEwv t®,e6enmarzsnao ❑ Im4M RZRM NOTES: ❑ Rust (�npa HISW/zs) HLSW Type ry ,-70eMand IONmAnotrorwe ❑Photo Cell+Vdtage PIEDIVFT �48U0 wm1RAlEp•s Wall Mount P air (Danalxrclazv) PC+V ❑iypev Nrnow D24LED z-A.mnablemuomAaszsmA drincumintsonly PC ❑8rak: Fuse IF PIED-VSQN ❑ WM go 02w.vM ❑ Double Fuse ❑ Typev Med. O PLEIW4" cansuB Factory for For smooth finish replacesuffiti (SE. all DF omer0r vecarrents WM-War Molm prided win mwrmng withel ❑Meimm maee ❑ Type VlWas daNetadamer. (Exampid RAL-95005) Photo/Mo0on Sal o PIEDVSi ❑�' Consunloclormr Ianrolas rRxxxT mrst n50/1m Pbb751n) MSF311 U.S. Pole Company Inc. bra w.HAwn-a AWrMUAuam, MADERITIE U.S. ARCHITECTURAL An Employee owned Company ITma(Ml)2312DT w.w.uMpmn L� Ram Submitted On: Dec 5, 2022 2/6 Submitted by Lighting Virginia -Central Catal 10AM0 Job Name: RZR/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/ VIRGINIA Architect: TIMMONS Notes: A ire RZR SERIES - LED Index Type: 050MA/40KI A4-HS PHOTOMETRIC DATA GUIDE - ISOFOOTCANDLE PLOTS RZR-PLED-80LED-700mA-40K - 25' Pole Height MHDISMNCE 0 1 MHLISTANCEa5) MHnISTANCEa5 0 3 z 3 4 5 0 1 z 3 4 5 0 1 3 3 4 5 TYPE II MHDISMNCEMI 0 1 2 3 4 5 1 0 2 1 0 1111110 MHDUGHCE051 0 1 2 3 4 5 3 z 1 0 TYPE II+H3 MHDWANa1351 0 1 z 3 4 a MHDUM40EVII D I z 3 4 a TYRN+HS MHDW R51 0 1 2 3 4 5 1 0 2 1 a 3 0 3 2 1 a TWEIi MH DISTANCE Rah a 1 3 3 4 5 MHWANCEM) a 1 3 3 4 5 TRENiT MHDDTANCE059 0 1 2 3 4 Iywr V56M 1WEKDN TYPEVsQW -1.015, -040fC -035k -0i HISS File downloads for this product can be found at www.umita. m/downloads/awhtml/downloads/awhtml U.S. Pole Company Inc. emwmAwnu. o. wlmaal., ra v35s1 An Employee Owned Company P1nrw(M1)2313W ese-ttg.wm IIttal C1n' ni s inii 1 0 2 1 0 3 D s 3 2 MH DISTANCE p59 THHENHI+He MH DI MNCF Del 0 1 z 3 4 MH DISTANCE 01 TYPE N - n+HS MH DISTANCE 01 0 1 2 3 a 5 TWEI4ML 3 9 t'10D� U.S. ARCHITECTURAL InriPx 10AM0 Job Name: RZR/PLED-IV/80LED-1050MA/40K/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/1/XXX/HS-PLED All VIRGINIA Architect: TIMMONS Notes: AA NE LV-CENTRAL22J8548 RZR SERIES - LED INSTALLATION DETAIL (2) Nuts and (Z) Washers Pole Cap � w Provided IYe (2) Through Bons; A I- ��-- 0 Square Pole a -_-- (2) Nuts and E� (2) Washers Pole Cap /® provided e0 (2) Through Bogs RZR Installation RZR-MAF Installation Wall Plate (4) Bons by others RZR-WM Installation U.S. Pole Company Inc. aeuwmAwn-O.mmaala,cAssal An Employee owned Company Na<(6AD 2312M0 m++amccoorn Iitted On: Dec 5, 2022 *9AM0 Jot) mame: KLK/ LIGHTING TJACH PREMIER CIRCLE SITE LTG XXX/ VIRGINIA Architect, TIMMONS Notes: A try RZR SERIES - LED ® I 10 1 Round Pole Round Pole) Adaptor provided w/ Gasket PHOTOMETRIC DATA GUIDE - LUMEN TABLES (RZR-PLED) - MSTaccep1s2,88"O.D. Arm for others, consu t factory Driver 7rfinent Door 1Box (3) Set Screws provided 1050MA/40K/ I A4-HS RZR-PLED a0 Count Drive Current (mA) Byatem Walls OiEYn Type 27K(2)OOK-70CRD 30K (3000K-)OCRO 00K (0000K-)OCRO 50K (b000K-)OCM) System WaOa TRA(b90nm) LUMENS LPW BUG RATING IUMFNO LEVY BUG RATNG WMENB LPW BUG RATING WMFNS LPW BUG RATNG LUMENS LPW BUG RATING e no BSA II 11277 132 BMUG2 1217A la Ni 12814 1W B200G2 Ines 1. 11 W 2 61.0 U75 67 B1L0G1 ILIA 11352 in 33UDG1 12256 im B3W 1 1'M)1 151 &iuDGI 13546 159 B31A('1 45a4 67 Bl{ l ILML 11N7 132 P.wOc3 12175 1" BHaa3 Ins IN MILE* lease IN WILDG3 M75 67 BRUDG2 IIHM 11474 led all 12387 145 Bz1Y3('2 13039 in BMDG2 13691 Ire BF 2 4553 68 Bl{eG1 HAV 106M in 82u0G3 11501 In B21DGS 12106 142 BzuEG3 12712 149 B2WG3 4228 63 BILOG2 N line in B2LOG2 122M IM 324001 12M1 152 B u0G2 lease 159 B21pf2 4510 67 B1YOe1 Nit IM74 121 B2LOG3 111W 131 B2LH.3 117M 138 BxUDG3 IM77 145 82l°G3 d117 61 8i_e i KDN 11W2 in B3LOG1 12M9 1W B l leads 150 &iUDGI 1=2 IN 831AC1 47M 70 021AC1 VSQM 11671 137 BAUDG2 12(AO in BAmi 13263 IN BWDG2 13927 lips 86WG2 4631 69 831eb1 VSQW 11392 in BmU i 12M Ill BHOGS IA46 152 Saudi 13593 159 06WG3 MZI 67 BiWGz IH43 B2d] 97 B14DG2 B9N 1W B1-a1G2 9372 110 BIL0G2 and 115 B110G2 M73 49 Rai IHRHIS Near M B11e('1 9066 IN 01-UJCI son 112 B1LOG1 law? Ill B1Ye('1 3e29 W BJIAC'1 IIM6H5 8344 M B1iDG2 9B0I 105 BI-laG2 9482 111 BILM`2 W56 III B110G2 ii11 49 B3WG1 IIM a e167 M B1aoGT 6817 1IX{ B1-IeC2 9z81 109 e1LDGY 97as I14 M-LOGI eR40 4e BJIA('1 NH5 M18 101 Bl{eG4 man 1W B1-IeG2 9793 115 Il load in al-LDG1 34M 51 B3WG1 rviTi6 BIM 9s Bt1W3 87W IN In UELGe eyes 1aI e i 9718 114 w-110Gi 3232 M BDIA('z B] 525 129A II 162N 125 111 17531 135 111 18454 143 Si 19377 lisp nxi 101.0 5251 52 111UOG1 I1 1648 126 B3UOG2 1IM8 136 03U0 2 18577 1M Bei 19506 151 Bei 5286 52 01-UDG1 IIML 161G0 126 BL-0004 17532 135 BG U0G4 18454 143 BdUOGd 19377 150 B6LUGd 5251 52 B20002 IILM land 128 B3UOG3 17837 138 B.UOGi 18776 145 B3U04n 19715 152 BGUOG3 5343 53 01-UOG2 I11 15.1 119 0?0003 16562 in Inxi 17An in BmU Into 141 ia,U 4961 49 B1-WG2 IV 16i90 127 NJOG3 177W 137 BWJG3 18635 Ill M04n 19566 151 03LW3 5302 52 01-Ui I1 149A 115 B3paG3 16127 In 03 . 16076 131 83LOGa 178N 138 03IDG4 4830 49 Si VSQN 17140 132 31 law 143 Emi 19477 151 BaL0G2 20151 15B B410G2 N42 55 B2-L6G1 Vei 16837 ISO 061pG2 181M 140 W110G2 19W9 148 Bb0002 WON Isis M{10G2 6934 54 Ei0001 VSQW 164W 127 Bil 17711 137 BSLYYG3 18M3 1M BSUDG3 19575 151 B E,n W04 53 Ini E 11877 92 BIUOG2 12821 99 BIipG2 13496 104 11UDG3 14171 110 B1L0G3 3841 38 Eci Ii 12MI 93 B1U0Gn 13M2 101 BIW 2 13728 1W 81LDG2 1M14 ill B1L0G2 3Po6 39 B}UOG1 IIMM1HS 12016 93 BIUOGi 1297I In BIipC3 130.V 1M BIUOG3 14337 ill BlUO 3885 38 B10pG1 Masi 117W 91 Bl.kJ 3 12696 90 B1iUC3 133" in B1LDG3 14032 IN M-U0G3 3803 3e BDUOG2 NH5 11A11 96 BIUOG2 13398 In BIipG3 141. 1W 11LDG3 MAN 114 B1UOG3 4013 40 B000G1 IVRHS 117. 91 a". 1'M52 90 B1 U)i 13328 1N B1L0G3 13M IN B1-0004 37W 30 M0UDG2 W Ia0 173.6 II 20545 119 B3110Gi Mn 128 nUi Man in nU0G3 M73 142 63LOG3 N/A N/A IHR M732 119 B3UDG2 Mel IN Usti 23559 in BiUDG2 21736 142 031AC2 ILML NG95 119 Bmt0 22T33 im Emil 23403 In Bm0G4 M73 142 BOIeGd IIM4 Will 121 33L0G 2z621 ]ad B310G1 M812 137 BiUDCA 25e3 Ill W-U)"i HIM lease 112 B3UOG4 21003 121 &i1pGa 221M 127 03UOGa 23214 134 Romi N M797 in n,J. 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IIFW N182 104 B30004 SIM 112 Bilpfd 25548 118 B3LOfd Man IN BmU IV MD32 ill 03UDG3 25M3 120 a1{OG4 Nee 126 & uD 28674 In B3UDG4 N-n 21892 101 B3L0G4 non 1W Idi M77 115 B�UDG5 26121 121 Bm0 Vao0 Mil' 116 34L0G2 27116 IN BSLOG2 28543 132 B D,G2 2W70 139 BSU6G2 VSQM UND 114 NUri 26589 123 BSLYM.3 27M 130 MiUri M87 in B5110G3 VSQV 24M2 ill 35UDC-4 259N lA BSLOG4 27321 127 B DG4 20M6 133 BSU6G4 1" 17" 81 MIL)i 18789 B] BIlOG3 19778 92 HAMi NIW 96 B2Uri IHRHS 177U 82 31U0G2 19112 89 BI1OG2 20118 93 31L0G2 21124 98 01U6G2 11HAi 1IM0 82 Bl UO IW]0 80 Bl{ 2WW 93 61_U G 21009 97 01-u0G4 Hi 17234 m al'. 18M0 86 B1-U6G4 195. 91 SIUOG4 20564 95 BmU IVNB 18187 Bd 31L0G3 19634 91 BlY HA67 M Bl_U G 21701 101 B1L0G4 rv-nH5 1]188 B3 B1L0Ga 18555 86 B1iOG4 19532 Po BILDFA near we B1L0G4 II 27354 107 83UOW NEW 115 BmOG4 31M 121 BWDG4 32N0 127 Bilmi N/A N/A IHR N636 107 B3LDG2 N727 116 BmXi 31N1 1N Bmai 32856 10 B41AC2 ILML N355 107 BAUDG4 Nail ]IS BHr DG5 31M 121 BaLUDG5 326'19 ID B5WG5 IIIM 2]&l2 le IRUDGI Sol 117 BiWCd 31627 in B4.UDG4 332W in 06WG4 saw 25M1 101 IGLX`G4 NEW 109 B UEGA N365 BiUDfh 3Mi4 in B3WG5 N 27622 IN B4U G4 mm 116 NUDG4 31M lII R Small l 3N59 IN 06WCA Nit 25163 M 631 N165 106 NUOG6 28595 112 Men 117 B31Od5 E:_: 1a-0 256A Vii 21871 its BSIDf2 311M In BSUJC2 32070 in Banxi Same lea 05.11 VSQM 2WlO 110 Bs1AG3 3W61 119 Uttal 321M 125 NUDG4 33779 in 05.1 1 Vei 27NI 160 BHr DGa VMS 116 Bi1DfI 31aN 122 IErUO & 3N73 IN BBIOFS 1" 2305 78 al l z15M 81 B2UK-A N733 09 02UICA 98ro M B2LOG1 IHRHa NL9 N Bl D 21M8 P5 B1-IDG2 vin m 01iDG2 242a1 95 al -LOGO IIIMFLS 20219 M MaoGl z1M8 B1-IDFA zRWB 40 BILOCA N148 M M-LOGI IIFWie l9 ]] B1iDG4 213B5 83 Bl-IDf.! 236'16 92 9] Bl-IDG6 Bl-LO(.d IVNB 2OD5 82 01{Ofit 22559 B1 LOfA 23756 93 B1L0G1 MM3 197M 77 B11DG4 21329 83 at upc� 23573 92 B1-LOGS IES File downloads for this product can be found at www.u�ltg.corn/d�nl�s/a�hml/d�nl�s/a�hml U.S. Pole Company Inc. amw.n A.eoo. R4nWW, CA 9A5, An Employee Owned Company HmeIM1)2]42aA rww.utllpiwn itted On: Dec 5, 2022 MAD e _ INTHE LTH OF v JON THAN M E C) N U N � C % E a3 E w Y U 3 ED < LL 3 0 Law o ww O t ti < j U Do Z w -i - Li Of > p N I01---r1 { al N W M r d +ED z Of I'OUI �O(nX In 0 Q a w p LU : 7 (AV vi Z I !E!>ID < O O Lri U 4 N W W LU W Us ED Of d I. LU ID I- Z OU I J 2 . � W Q . d Uri � 4 O J V1 l 2 ti J � 2 0 ? V l 1-- 0 N I F D>-1 a\h < U ti Z r Z Oxx DATE Ln 5 0 0312112022 DRAWN BY M.RACHNER • DESIGNED BY • M,RACHNER • CHECKED BY J. BONDI • SCALE N/A •FT• J Ile- W LU U = i ) U a (UE''j/ yL> V r Z W Z t--4 HI O LU W r n J V_ wLU LU J m W Ile- a t� U LU Q real e JOB NO. 46555 SHEET NO. L4.2 weew N EL J a N pw N a C al da C al a _ O e 3 a 90 O o a0 N DIZ aO o � _ mE O '6 DI C DI m m a O N V) N O m a N DI O L � 0 O a 0) m .Z Y N X C N O 0 6 2 1 m N O m a C E o C V M O CD a = dal !0 'a 0 as o as .- a1 U 2 MM as = =0 m DIE as w _ E 19.4. .Foo Frame: tKctK- LIGHTING TJACH PREMIER CIRCLE SITE LTG 40K-I VIRGINIA Architect: TIMMONS Notes: i4'RA NE"A' PROJECT NAME: SOLID STATE AREA LIGHTING FIXTURE TYPE: BAZAR-PT2 SERIES -PLED S P E C I F A T 1 O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <:.003') to facilitate thermal transfer of heat to housing and cooling fins. Minimum wall thickness Is .188". All hardware Is stainless steel. TWIN ARM POSTTOP MOUNTING/ELECTRICAL COMPARTMENT Two (2) 1 /2' Sch.40 round aluminum arms are welded to a cast low Copper aluminum (A356 alloy: <0.2%CIL) pole top tenon filter which also serves as the LED Driver and wiring compartment . Tenon maximum 27/8" diameter x 31 /2" height. All exposed ITN ware Is sioUneims Steel PLED" OPTICS Emitters (LEDI are arrayed on a metal core PCB panel with each emitter located on a copper thermal Transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a micro -reflector inside the refractor redirects the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are field replaceable and field rotatable in 90' increments. LED DRIVERS Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40'F/-40'C. Driver(s) is/are UL and cUL recognized and mounted directly against the Electrical Housing to facilitate Thermal Transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 1201 50/6OHz or 347Vd8OV, 50,6011z. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) AMBER LED's TRA (True Amber) LED's utilize material that emits light in the amber spectra I bandwidth only without The use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140°F. Four step sand blast and iron phosphate pretreatment for protection and paint adhesion. 400'F bake for maximum hardness and durability. Texture finish is standard. -40LED-350MA I A PATENTPENDING f48SmJ � r1�0 I 26.7s'Til L67ww10 • M MEW mmmm MADEINTHE L� 2022054 U.S. Architectural Lighting U.S. ARCHITECTURAL (611)'410'YAO Fu INI)Pa4Jrel _® WNmn 2022 p9AMO Job Name: RNS-10-40-11-AB-PT LIGHTING TJACH PREMIER CIRCLE SITE LTG 121 PT POLE VIRGINIA Architect: TIMMONS Notes: gRNE�A' LV-CENTRAL22-38546 I ❑ rzo (z.3a^ oD x a^ TALL) zsD"-esa" ❑T25 (2.88' OD X 4" TALL) 180' BOLT CIRCLE ❑T30 (3.50' OD X 6' TA DETAIL 3 POLE HEIGHT 10' (FT) 3"x5" REINFORCED HANDHOLEEL W/COVER, BOLT, BAR GROUNDING LUG TAPPED 1/2'-13NC 8" RETAIL 2 DETAIL 1 BASE COVER 0' VIEW A1vf mc1 LMPOU REV. RATE SY REVISION DESCRIPTION 2600 S. HULEN, STJ1T8200 PROJECT NAME: ro NUMBER: wTE Dwc Br: FORT WORTH, TX 76109 Amerkm817-9243682 PH. w- 817-9COUNTU9FAX D rvcu Rx LitePb re •4CONPmENT G DESCRIPTION �." �BP ROUND STRAIGHT STEEL ANCHOR BASE eRa•ixc rvMMBER RLv: rnY 10' x 4.0" x 11 GA RNS-1040-11-AB LFIR 11 L Submitted b Lighting Virginia -Central Catalog Number: RZR-PT2-PLED-IV-FT-40LED-350MA Type: 19AMw Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG 40K-HS-PLED p B4 VIRGINIA Architect: TIMMONS Notes: 'pRRNE LV - CENTRAL22.38546 RZR-PT2 SERIES - PLED PLED" MODULES e e r - 80 LED Array RZR LED POST TOP2 E.P.A.=1.08 40 LED Array Availablein: 80 &40 LED Array Approximate Average Lumens - 4000K (Wmens medbn of oil dWbWbns) 35dnA 525mA 700mA 105d11A Walls IN. NO Eq.l Walls Wmens HID Eq.I Watts WrnBm HID Eq. Watts WrnBm HID Eq. aB a5 BRAD 1 66 8653 87 1W95 175 134 14647 N 87 11622 I 131 167M 710 174 21235 d00 N/A N/A N/A SpesN Order Example: RZR-Pr2-LED/PIED-VSQ/801ED-700mA/NW/277/RAL9005 MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS RZR-PT2 PLED -IV -FT 40LED 350MA 4000K HS-PLED MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO. LEDs DRIVE CURRENT COLOR STANDARD TEMP-CCT TEXTURED FINISH ❑ rdRH7T2 ❑ TYPE II ® ❑ BOLED ❑ 350mA ❑ NW (4DOOK)' gANDao ❑ 120 ❑ BLACK RAL-9005-7 ❑ HIGHIOW DIMMING FOR PLEDII ....... 208 HARDJAREDSW71aiNGOR NONINTEGRATED MOTION ❑ 40LED 11 525mA ❑ TYPE II FROM ROW ❑ CW (SDOOK) ❑240 ❑WHITE SENSOR............ NMW PIEDH_FR.....® ❑ ]UOmA' RA4900&T ❑ INTERNAL ❑ W W (3000K) ❑ 277 ❑ TYPE II MEDIAN ❑ 10SSMA' � 347 � GREY HOUSE SIDE SHIELD... NSPLED ILLUMINATOR (<9EDONLY) consul rARaW RAG7004-T ❑ PHOTOCELL. VOLTAGE PLED41-ML..... U0RDMER1maalaa ❑480 ❑ TYPE III ❑ DARK BRONZE (EXAMPLE: PC72(N) .. PCEV PLED411-M.....® VERIFY RAU8019-T ❑TWISTLOCK FINISH RECEPTACLE ONLY... THIRD ❑ TYPE III AMBER' Ll GREEN PLED411-W .... ® RAL- 00ST ❑ 7-PIN TWIST LOCK ❑ TRUE AMBER' ❑ TYPE IV TRA ro9SNGo1H RNSH RECEPTACLE ONLY... TPR7 PLED4V.. REPLACE NEW 1 VVTHSUFRXr ❑SINGLE FUSE (SNAMBI Ru40DR 0py, 277V, 347V) .. SF ❑ TYPE IV O0. PLED4V.FT.....� Vans. 1.DGUAsA1RW,ANo7EORUSEwIMTRV OOFa1LTFA m FORCUSfoM(%%ORS 11 DOUBLE FUSE EDS E NARROW MIND AMBERS HAVE NO CERNABLE cm EOIINAI£xr VERIFY (201 2A0/, 4HGV).. OF ❑ TYPE VNARROW PLEDVS6N ... S sxRMDRVE FINISH ❑ ❑TY�V CURRENTS ONLY CURRENTS ONLY RIOTO/O7HPROGRAMMABLE PFi0T0/MOTK)N SENSOR I7 PLE0V5(iM .. (FACTORY -MOTION 50/100, PHOTO 751c........ M&F311 ❑ TYPE V D PLEENVS4W.. ❑� �11 U.S. Architectural Lighting r�Ps1) © �ARCHIT® Submitted On: Dec 5, 2022 2/3 Index cUDMIUea o Linun vl Ima-L:enaal Iog bummer: type: p9AM,q Job Name: SNS-22.5-40-11-AB-PC(XX}D19-BC- LIGHTING TJACHPREMIER CIRCLE SITE LTG DMP 22.5' S POLES VIRGINIA Architect: TIMMONS Notes: TINE LV - CENTRAL22.38546 American SNS L�tePbAe SQUARE NON -TAPERED STEEL D19 ❑_® I� D29 D28 ®p Br PROJECT NAME: TYPE: QUOTE / ORDER No: APPROVED Ell DATE: D39 ,L D49 b SPECIFICATIONS T20..... 2.38"9 x 4.00" TALL POLE SHAFT: T25..... 2.88^0 % 4.00" TALL The pole shaft is fabricated from hot rolled commercial quality carbon steel of T30..... 3.501 x 6.0D" TALL one piece construction with a minimum yield strngth of 55,000 psi. T35..... 4.00"0 x 6.00' TALL BASE PLATE: OT..... OPEN TOP The base plate is fabricated from a structural quality hot rolles carbon steel TSP..... SPECIAL SIZE TENON plate that meets or exceeds ASTM A-36 with a minimum yield strength of 36.000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom NOTE: ANCHOR BOLT PATTERNS ARE SUBJECT TO CHANGE. CONSULT FACTORY PRIM TO CCNSTRUCHUM. BASE COVER. The two-piece standard full base cover is fabricated from ASS plastic. Optional two-piece steel base cover also available. ANCHOR BOLTS: Anchor bolts conform to ASTM F1554 Grade 55 and are provided with two hex nuts and flat washers. Bolts have an "L" bend on one end and ore galvanized a minimum of 12" on the threaded end in accordance with ASTM A-153. HANDHOLE: A reinforced hand hole, having a nominal opening of 2.5"x 5" or 3"% 5" will be installed 18" above the base plate. A hand hale cover with hardware will be included along with grounding provisions. POLE TOP: Each pole will be provided with a welded top plate and tenon or top cap for poles receiving drilling for side mount fixtures. FINISH: Standard color finishes shall be coated with TGIC polyester powder or hat dip galvanized to ASTM A-123 specifications. BNB-10L0-it • SNS-1]LO-it 10 12 400 400 400 400 11 1t T­1 ]5 90 845 0]5 800-900 ARTDalO75 TZ 308 785 250 585 188 4Z3 150 375 122 305 GNP 100 250 8A 210 1t i21 B.YS 0]5 8009.00 IaT-0BSi 0]5 17 24A 010 18.8 O70 108 370 115 288 B.3 293 T.5 188 8.2 155 11 SNS-14-00.11 1< 400 900' 11 f00 025 0]5 000900 IaT-OBSJ OTS 9 108 408 15.1 370 1V 283 9.1 220 T.1 180 58 14DI4.N 04 110 31:5A 3A 85 SNS-154011 IS 4.00 000 11 110 825 075 800900 ABT-0BS4 B75 O 17.2 430 13.2 WO 10.0 250 8.0 NO 6.2 155 4.8 120 3.7 B3 2] 88 SNS-0BC011 18 4.00 000 11 115 825 O75 8009.00 ABT-0BSJ 075 17 15.9 398 11.8 285 8.9 223 6.8 17D 5.2 13D 3.9 98 2.9 73 1.0 48 srvs-teawt 1e aGG aBG 11 IN ez5 8.75 BmBaO A%TL85-0 075 17 120 315 e2 23B 6.5 160 50 125 ]8 aD 21 BB IS 3s - srvs-21NLLn z0 a80 a00 11 14a ez5 075 8CO-@00 MT4054 075 17 90 MO 6.7 187 45 15D a5 88 20 5D a.B 20 6N6-2DJ07 20 •Oa O➢a 7 An 825 Oee a➢aBaO A➢UAII 075 17 15G 375 110 275 90 225 78 1e0 58 1R5 45 113 s4 95 25 93 SNS-2A5D-11 20 SW SW 11 INS 1100 100 1000.1200 i8T-1104 075 17 177 443 127 343 D• 235 7.D 175 5D 125 35 BB 22 55 OB 25 $N$-1D567 20 500 500 7 205 1100 1. IOM-12W AHT-1104 075 17 281 MS 21.4 535 162 405 Iz5 908 95 Z15 73 INS 58 140 42 lCe SNS-25-0611 25 400 400 11 170 825 075 800.900 A0TA85-0 075 17 48 550 20 111 1➢ 50 - - - - - "r,9VMr"- INS ITS 11 INS 54 435 30 100 2a Bs 11 40 0B 20 02 5 SNS-255011 25 5.00 500 11 225 1100 100 1000-1200 ABT-11CA 075 17 98 245 63 157 J] 150 25 83 0] 18 - - - - - - SNS$5567 25 5.00 500 ] NO 11.00 100 1000.120o ABT-1t0-0 075 17 105 463 13.3 333 9.5 238 0.8 185 4.5 113 2.9 75 1A 35 SNS.i0i 30 4,00 400 ] 291 825 OBB 000900 MT-OBSA O75 t7 8] 1" 4A 11' 20 85 to 35 OA 10 SNS-3D60.11 30 5.00 500 11 2B5 11.00 t 1000.120o ABT-1t0-0 075 17 4] 150 20 50 SNSd0607 30 500 500 ] 380 1100 1DO 1000-1200 ABT-110A O75 17 107 2fi7 57 tfi] AU IDS 25 63 03 10 SNS-36S0.7 30 800 800 ] 520 125' 100 1100.1900MT-120-0 tO3 30 ISO 475 132 330 90 US 00 150 30 90 18 33 - - ANS-3S50.7 35 500 500 7 440 1T00 100 1000-1200 ABT-110d O75 TZ S. 150 25 100 SNS-3580] 95 8.00 800 ] 540 1250 100 11A0130o ABT-120i 1Ap 98 124 910 78 100 4.2 105 12 30 SINS-3460.7 30 Ann Ann 7 605 1250 100 1100-13,00 ART IN 100 36 72 160 30 75 CATALOG No. BASE FINISH FIXTURE MOUNT BASE COVER ORDERING CODE SNS-22.5-40-11 AB PC XX D19 BC - GB-GNi% ORCNZE - BCll3 MB-MEONM BRWZE Ufa Bc-PLASnc sro _ 25' POLE CUT TO 22.5' '1'S-''KKI)E ac-amxi"GRAY U29 BBA-ALUMINUM D32 NC-Nm COVERS FOR MTG ON 2.5' CONC sM`EEA MerAwc "D BASE - BASE BY OTHERS HG-XUNTER GREEN RD-Rm G-GALVANaEp Tp RS TOTAL MTG HGT TO FIX}. CPX%-PAINIEO OVER CALV T.NI LIGHT CENTER IS 25' AFG PAINTED TO MATCH T55 GT CNF-ADMsE FIXTURE FINISH -SPECIFY BAR Tc- Tav CAP onv PUTE AMERICAN LITE POLE 2800 S. HULEN, SUITE 200 - FORT WORTH, TX 76109 866-474-7200 WWMALPPOLES.COM OPTIONS Submitted b Lighting Virginia -Central Catalog Number: RZR-PT2-PLED-IV-FT-40LED-350MA Type: p9AMO Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG 40K-HS-PLED B4 VIRGINIA Architect: TIMMONS Notes: 'p'RRNE�A' LV - CENTRAL22.38548 RZR-PT2 SERIES - PLED LED/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM M.. COUNT TYPE SOURCE 40DOK OCT 3DOOK OCT SODOK OCT THAN (HR) TEMP. WATTS 40 LED 40 PLED Optical 5.585- S306- 5,864- 60,000. -20-F 45 120 0.36 Module-3501 6,408 61088 6.729 277 0.17 40 LED 40 PLED'Optical SUOSI 7,656- 8,462- 60,000. -20•F 66 120 0.55 Module -525mA 9,246 8,784 9,7D9 277 0.24 40 LED 40 PLED'Optical 10,240- 9,728. Bill 60,000. -20'F 87 120 0.73 Module -700mA 11,749 11.162 12,337 277 0.32 40 LED 40 PLED'Optical 13,642- 12.960- 14,324- 60,000. -20'F 134 120 1.12 Module -1O5OmA 15.652 14.870 16,435 277 0.49 80 LED 80 PLED'Optical 10,824- 10,283- 11,365. 6g000+ .201 87 120 0.75 Module -SEEMA 12A79 11,798 13,040 277 0.33 80 LED 80 PLED'Optical 1SF587- 14,SO8- 16,366- 60,000+ -20-F 131 120 1.10 Module-525mA 17.884 16.990 18.778 277 0.48 80 LED 80 PLED'Optical 19,767- 18,779- 20,755. 60,000+ -20-F 174 120 1.45 Module -700mA 22680 21,546 23,814 277 0.63 NOTES: 1. Max input Amps Is the highest of staring. operaft-I or open cpcWl currents 2. Wmen values or LED Modules wry Cool to me disRlbllNon type 3. System Watts Includes the Source wants and all driver components. 4. Fuse value should be sufficient to retecf all wiring cc rents. Far electrenbdMerand LED ccm onerN rolection use surge Suppressor P g mPo P P Re supprea supplied led Win luminalm. More: Surge auppreasan are ccnaldered a perlahable device. 5. L70(101g -TNs21 6x rule applied WAIMING: Al fhdures mush be InNalbd In accordance wit local codes or the Notional Ele tricot Code. Fallule He do so may Ieauft In serous personal Injury. �im>) �11 U.S. ARCHITECTURAL U.S. Architectural Lighting eRNGRpiwm-=mo © Submitted On: Dec 5, 2022 3/3 Index 19Aa0 IJob Name: SNS-22.5-40-11-AB-PC(XX)-D19-BC- LIGHTING TJACH PREMIER CIRCLE SITE LTG DMP 22.5' S POLES VIRGINIA Architect, TIMMONS Notes: r '•'RRNE�� LV-CENTRAL22-38546 L DETAIL 3 POLE CAP I I I I I I I I I I POLE i HEIGHT 22.5' (FT) I I I I I I I I I I I I I 2.5" X 5" HANDHOLE 0 0' 18 DETAIL 2 DETAIL 1 l l BASE COVER r :,AY 0' VIEW '" 2.5' ABV. FIN. GRADE •%^ CONCRETE BASE BY OTHERS AIYfERICAN LITB POLE REV. DATE W REVISION DESCRIPTION PROJECT NAME: P0 NUMBER: w*e owc Br: 28UD S. HIJLEN, SOURCE 200 FORT WORTH,TX 76109 ' 061014 BM Amerkan817-924-3682 PH. 817-9CONFI9TAX D rvcu . �y LrtePble NTS CKR C nOKKNmF�ONEmN xTWxam•Awm9 DESCRIPTION: DRAWiNc NWBER REv: Tie v�A, HYxR1mAAYwa�Ys"wBn1M.rNNma® SQUARE STRAIGHT STEEL ANCHOR BASE 22.5' x 4.0" x 11 GA ❑ T20R (2.38' OD X 4" TALL) ❑T25R (2.BB" 00 X 4' TALL) 8.00"-9.00" 180 BOLT CIRCLE ❑ T30R (3.50' OD X 6" TALFIR L) O D19 Ix® 8.25" 90' + 270' SOR f f ❑ DM28 80' DO e ❑ DM29 - 70 m 0' Z.SLOTTED BOLT HOLE (X4) ❑DMJ9 9m Zo FATIGUE I I RESISTANT I I ❑ DM49 arc ZO BELL SHAPED I I BASE � � S a4¢ xvaaE KK p aaExgn9N .75" DETAIL 3 POLE TOP DETAIL 1 BASE PLATE �.75" ANCIpRBOLTTEMPLATEp 25' POLE CUT TO 22.5' FOR ABT-085-4 MTG ON 2.5' BASE -TOTAL MTG HEX NUT & HGT OF FIXTURE IS 25' AFG WASHER (Xz) A.B. DRILLED SINGLE 17.00" PROJECTION 400 PAINTED TO MATCH FIXTURE FINISH -VERIFY ' 3.00" DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL NEEDING TO CONFORM T0: AWS D7.1 MOST RECENT EDITION. 4) FABRICATION MEETS RISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. VIBRATION OISCUNER. ALMOUGH RAPE NBRAPONE SEVERE ENOUGH 70 CAUSE DAMAGE CAN OCCASIONALLY OCCLR IN SIAUCNRES OF AIL MES. UOWEE 6)1HEY ARE INRUENCED BY MANY INIERACPNG VARIABLES NBRAHONS ME GENERALLY UNPREDCTABIE ME OSET6 MANIFNAN(f PRttBW 91WW INOUOE OBffRVAPON FOR E%CESSIVE NBRASON AND E%AMINAPON FOR ANY S7RIICNRAL DAMAGE. AIP WARRNlIY IXCWDES FA801E FAILUAE OR SIYIUA PIEN0IENA AE9ILDNG FRDM INDUCED NBAABaI, NABIONIC OSCILIA80N OR RESONANCE ASSOpA1FD 81H MOVFRFM a AIR WRT6NR MOJNO 8E POE LOADING DATA MATERIAL DATA COMMERCIAL STANDARD COMPONENT ASTM8090100110120130140150 POLE SHAFT A500 GR. B nER]W 2610-- SASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TEND MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH ,.A DIA. OR R1K (CBS) (FT) (IN) (IN) (IN) SNS-22.5-00-11-AB 22.5 4.00 4.00 (.1196`) 11-GA 170 DETAIL GENERAL NOTES LTH OF v JON THAN rn E C) N U N � c > E W E Y U as 3 a o 3 0 LLad n Of 0 t .-H Q j U Do W J -� I -I Of O N Z W HZ q. �� >X � � Q = 'Cl. (Art X c U j ID H C Ch OY O N rv`1 d � END I- CI 0 2 f7 7 CI I- 0 W > HW-1 U 4 Z 0 Fn IY O ti DATE 0312112022 DRAWN BY M.RACHNER DESIGNED BY M,RACHNER CHECKED BY J. BONDI SCALE N/A J w w U c U D a 01�yL> /U� V W r Z I --I 1�_q 0 U W J (D V w Q I --I J f LIU m LU Q 2 Iss-I (n U T a LU U) r, a JOB NO. 46555 SHEET NO. L4.3 Dec 5, 2022 L 37n29 Dec 5, 2022 LTH Ol r° JON THAN ^oANR Job Name: LFR-4RD-IOL4OK8-XW-DM1/LFR- raAMs Job Name: LFR-4RD-M-10L40K8-XW-DM1/LFR- LIGHTING TJACH PREMIER CIRCLE SITE LTG qRD-T-$$-CL L10 LIGHTING TJACH PREMIER CIRCLE SITE LTG qRD-T-$$-CL L10 Architect: TIMMONS Notes: VIRGINIA Architect: TIMMONS Notes: _VIRGINIA pit V 9NaEyv LV-CENTRAL-22-38546 LV-CENTRALM-W546 ;rescolite DATE: LOCATION: ®reSCOlite DATE: (LOCATION: TYPE PROJECT. TYPE: PROIELT: LFR-4RD CATALOG= LFR-4RD CATALOG LITEFRAME 4"ROUND DOWNLIGHT LITEFRAME 4"ROUND DOWNLIGHT -Service Program STOCK LITEFRAME 2.0 ORDERING GUIDE FEATURES Example: LFR-4RD-M-10L35KB-WD-DM1 / LFR-4R0.T-5 / LFR-4RD-H GTALO6/ • e LED daWllght delivering 1000-6000 lumens • Direct Instill from below ceiling for New Construction ar Remotlel FIXTURE MODULE applications • Optional leasing accessories available 1FR-0R0.M - 10L 40K 8 - XW - DM1 - • Five beam distributions 44­1 • 270OK-5000K, SOF and 90- CRI (2 SDCM) / LFR-4R0.M 10L 1000 VK COOK B 80s VNR Very Nano, DMi 0.10VDImming NM NX All CP CF¢ago Plenum^° • Dimming protocols Include 0.1OV. Phase ( Forward/Reverse), DAL(. DMX, _ Lo.mligM1t 15L 1500 30K 3000K 9 90F IIJ'a935Q to I% DMm 0.1W Dlmming Dual RI45 SmertPORTS, EM Emergency Battery and LNron Ecosystem _ Fixture Mptlule 30L 2M 35K 3500K NR Narrow to<1%° vdlhoul Serro' 34 34N' packwdhlntegral for Dimdlestall R6'/0.45Lj testm4ch antl • NX Lighting Controls Wred and wireless controls capability available 25L 2500 4UK 4001X( MD Medium PDM PM1aze fforward/ NXW W(NMvmrketl mdeMor light• P1wxcflame 30L 3000 1 5000K (34°/o.6 SQ Reverse) Dlmmingbi%' Waless Radio Module NXRM2 EMR Emerge,, Battery SERVICE PROGRAMS mad..nalem9 mu H¢onwae M 35L 3500 40L 40W WD Wide 149°IQ]SQ b<Otl.1%' Irg DW DWsHh&080 antlramminBluescom Pmgrammlrg, w4M1peR Season' Matsvavachanwah EM IntlKenrllgM• STOCK 50L 5000` XW Rdiapyt Wk 65° DAD DA (Dlmming OR DevicesTransfer ® .0 Until Swi[chwi[h Dimming saincLuessickera" fiOL All She BJDesa•` EDM Lulmn Hilome CONTROL TECHNOLOGY Go" DImmmmIng�mt%° W CONTi 9 SPECIFICATIONS CONSTRUCTION ELECTRICAL CERTIFICATIONS • Standard Fixture Module designed for Chipomboard LED with 2 SDCM cCSAus certified to UL 1598 Non -IC, Dyed Install construction - Multiple CCr, BOF or 90+CRI -For>5a: Marked spacing required 3G' fixture • Optional Non -IC frame a IC housing Long LED life: L90 at>50,000 hours (TM-21) center W center, 18' nature, center to building available with pre -Installed bar hangers member, 0.5' above fixture • Die cast aluminum torture module support • Universal voltage 120-277V driver, • Suitable forwet locations, covered ceiling I with spring steel clips for secure 347Votional p when used with CIE lens trim; all other mounting to calling UL Class 2, Inherent short circuit and configurations, suitable for damp locations DrN • can he a J-Bra installed and ovetloed protection CL Lem Option: IP65 rated (room side) when accessed from belay the ceiling as Flickerfreedimming options in a wide range property installed per installation instructions direct install w easily snap on to optional of protocols from 1%to <0.1% performance [M: Certified antler UL 924 standard /EMR housing Rame/endosure a10V, Phase (Forward/Reverse), DALI. DMX, for emergent lighting and power equipment • Light Engine connections use plenum rated and Lutron Ecosystem options -Approved for 8 (41N4 oltq No. 12AWG (Cl cable • Integral and remote emergency battery conductors rated for 90"C through wiring OPTICS options available • ENERGY STARO certified models • High purfly spun aluminum reflector, INSTALLATION available (For list and additional information, self -flanged Accammotlates telling thickness from 0.50" visflwww.erhoMystargov) • 57 visual cutofito source Image and 31' to 2.50' WARRANTY cutoffto source Fixture Module including driver fully Eyearwarranty •Specular a Semi-Specular anodized car accessible from above or below the ceiling White painted cone reflector finish/colors . 10L Fixture Modules are inherently protected • Painted flange options in White or Black IC without the use of IC housing enclosure. (IC housing Is still recommended when using KEY DATA • Optional clear lens trim for wet looseAll or spray foam insulation types.) WmeRa e 10004000 applications • Wide Angle and Soft Focus lens filter/clip Wattage Range B-54 accessories available Efficacy Range(LEW) 105-135 Reported life (Hours) L90 />50,000 Input Current frel 66A50 02" 'Ba^d on speculer, t.g an CRI TRIM(Ships separately) LFRARD-T EL ER] RD-T 4Rountl DownligM SNrMwd Trim AMembM N VNR Very Naoow - SS CL S Specula'" 5[ontlwdmvfches SNndwdno lms EM Pre-punchetlrailectorfor s5 semFspecular eefl Yor cdor a Geer Lens(Jletlieredi° eMlMegmlten svMch WE While Flange° dlntlimlor° WC psindetl WTRe FM Flush Mount Most In Rings CommM Flange 8r Reak Flange HOUSING OPTIONS (Ships separately) ❑ LFR4RDFH 4'Hosirg Fmme,Nee Construction, Ni ❑ L1141RDH4C 4' Housing Enclosure, New Construction, IC Rated N. I acted 60L Fissure mehM Real see mine M for more deals. 2 DMOI,PDM. DMX DALI meltable upto 50.. MOM warabsel5L<0. 3 rttrequlr«DMldm«ookin. ❑SFU Soft FaI8 L958M Clip, 4"Round 4 347Vregulre DMl drNaaptlan: w^IYvelli OL: res rvallaoletan Congress, 015, EM EMR. ❑ WAL4 Wage Angie 80'Lene and Clip 0 Runt 5 CP nalsonabgwan MOM. DMx programs. e Module options net Mailable m computer, ❑ L'neGeer UmGeeN lmeden 125VA-250VA 7 DTSawAeblesk DMl oM tiornau e wrmm�eededrwwc. UPS series U h M1d.4 Mar 2 WA-5WA 9 9 alemand EM:351-1-Founot e Modulemrememauan. 10 IC sousing u 103Y IOLFIning Is recommended dent miming lCwMIorsisuse af ❑ LF4TaR44T Rush Mount Mutl-in Ring, 4'• p Np lC housing mdeurec pc housing la ran recamme"ded wbm came batons waMm MR, DTSi ❑ IFlAOR4R-YM MelalOmsFetl Ring, 4'Rounq WM1X¢IB3'ou6lde tllemelefl n IC Hausmg nmhrusemcombmmlo"wlM Comaok arwnn Module Options CP. EM, EMR. DTS ❑ LFRSCA4-_ Slipped Caning Addggar4'Whila" 12 Mdlatnbldlanlsnotnallabmmrspecular lAraeanarnnan. U Flush Mount Flan9emas ration; FMR acceporraced sapalal^M. H Spedgslape angle V�has SNaemenb. W warbkvAM EM w FM epitome. eaAM„ Job Name: LFR-4RD-M-10L40K8-XW-DM1/LFR- LIGH7ING TJACH PREMIER CIRCLE SITE LTG 4RD-T-SS-CL L 10 VIRGINIA Architect: TIMMONS Notes: VINE LV-CENTRAL22-38M i®rescolite DATE: LOCATION: TYPE: (PROJECT: LFR-4RD CATALOG=: LITEFRAME 4' ROUND DOWNLIGHT CONTROLS Controls: Supports ap ns inavanety of deployment options. Integrates with and enables a wide array of luminaires in Id those with 5pectrasy rTuning Technology CONTROLS NX INTEGRATED CONTROLS REFER NX Option Sensor Nelworkable Sche Occupancy Dayl' 0-10V On/off Bluetooth®App sting Dimming Control Programming NX Networked -Wired NXE N/A Yez No No Vas Requires NXBTC' NX Networked - Wireless NXIA Niaas­Yes Yes No No Y V 1'es 1 N%BTC nn be passing! Into an nelMEle NX'SmerIPoM1- on measurer; n°twnrk 2 In9 Ma app r;q won lbaary BM San¢ PERFORMANCE DATA TABLE rdaul Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTC VVIRGINIA Architect: TIMMONS .I I ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS LFRARD-M Fhture Module consists of Light Engine and Driver J-Bm assemblies. Overall dimensions for each are dependent upon configuration selected See the following pages for details. Light Engine with Trim assembly installed LFRARD LIGHT ENGINE /LFR- T-SS-CL L10 DIMENSIONALDATA APERTURE e4.00'9016mm) OVERALL 05.3T036.5mm) FLANGE WIDTH STandartl 0.69.07.5mm) Flush Mount allK.8mm) FLANGETOFLANGE SNntleN 0537Q36.6mm) Flush Mount 04.38-011.2mm) CEILING MOLR Sandald 047S P03mm) Flush Mount 04.88' 023.9mm) CEILING THICKNESS 0.50--2.51Yp27-63.5mm) OVERALL UGHT ENGINE HEIGHT'X LUMEN FIXTURE BEAM DISTRIBUTION PACKAGE MODULE VNR NR/MD/WD XW STANDArA 624'p58.5mm) 5.45'I138.5mm) 5.1'p29.5mm) 10L-30L CP 9.22-P24.1mm) 8.43'(214.0mm) BoB"R05.1mm) 31 STANDARD ZBT098.6mm) 7113'078.6mm) 6.68'(1697mm) CP 9.22'(234.1mm) 8.43'(214.Omm) BoB"(205.1mm) ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L HOUSING OPTIONS (Ships separately) ❑ LFR4RDFH 4'Hosirg Fmme,Nee Construction, Ni ❑ L1141RDH4C 4' Housing Enclosure, New Construction, IC Rated N. I acted 60L Fissure mehM Real see mine M for more deals. 2 DMOI,PDM. DMX DALI meltable upto 50.. MOM warabsel5L<0. 3 rttrequlr«DMldm«ookin. ❑SFU Soft FaI8 L958M Clip, 4"Round 4 347Vregulre DMl drNaaptlan: w^IYvelli OL: res rvallaoletan Congress, 015, EM EMR. ❑ WAL4 Wage Angie 80'Lene and Clip 0 Runt 5 CP nalsonabgwan MOM. DMx programs. e Module options net Mailable m computer, ❑ L'neGeer UmGeeN lmeden 125VA-250VA 7 DTSawAeblesk DMl oM tiornau e wrmm�eededrwwc. UPS series U h M1d.4 Mar 2 WA-5WA 9 9 alemand EM:351-1-Founot e Modulemrememauan. 10 IC sousing u 103Y IOLFIning Is recommended dent miming lCwMIorsisuse af ❑ LF4TaR44T Rush Mount Mutl-in Ring, 4'• p Np lC housing mdeurec pc housing la ran recamme"ded wbm came batons waMm MR, DTSi ❑ IFlAOR4R-YM MelalOmsFetl Ring, 4'Rounq WM1X¢IB3'ou6lde tllemelefl n IC Hausmg nmhrusemcombmmlo"wlM Comaok arwnn Module Options CP. EM, EMR. DTS ❑ LFRSCA4-_ Slipped Caning Addggar4'Whila" 12 Mdlatnbldlanlsnotnallabmmrspecular lAraeanarnnan. U Flush Mount Flan9emas ration; FMR acceporraced sapalal^M. H Spedgslape angle V�has SNaemenb. W warbkvAM EM w FM epitome. eaAM„ Job Name: LFR-4RD-M-10L40K8-XW-DM1/LFR- LIGH7ING TJACH PREMIER CIRCLE SITE LTG 4RD-T-SS-CL L 10 VIRGINIA Architect: TIMMONS Notes: VINE LV-CENTRAL22-38M i®rescolite DATE: LOCATION: TYPE: (PROJECT: LFR-4RD CATALOG=: LITEFRAME 4' ROUND DOWNLIGHT CONTROLS Controls: Supports ap ns inavanety of deployment options. Integrates with and enables a wide array of luminaires in Id those with 5pectrasy rTuning Technology CONTROLS NX INTEGRATED CONTROLS REFER NX Option Sensor Nelworkable Sche Occupancy Dayl' 0-10V On/off Bluetooth®App sting Dimming Control Programming NX Networked -Wired NXE N/A Yez No No Vas Requires NXBTC' NX Networked - Wireless NXIA Niaas­Yes Yes No No Y V 1'es 1 N%BTC nn be passing! Into an nelMEle NX'SmerIPoM1- on measurer; n°twnrk 2 In9 Ma app r;q won lbaary BM San¢ PERFORMANCE DATA TABLE rdaul Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTC VVIRGINIA Architect: TIMMONS .I I ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS LFRARD-M Fhture Module consists of Light Engine and Driver J-Bm assemblies. Overall dimensions for each are dependent upon configuration selected See the following pages for details. Light Engine with Trim assembly installed LFRARD LIGHT ENGINE /LFR- T-SS-CL L10 DIMENSIONALDATA APERTURE e4.00'9016mm) OVERALL 05.3T036.5mm) FLANGE WIDTH STandartl 0.69.07.5mm) Flush Mount allK.8mm) FLANGETOFLANGE SNntleN 0537Q36.6mm) Flush Mount 04.38-011.2mm) CEILING MOLR Sandald 047S P03mm) Flush Mount 04.88' 023.9mm) CEILING THICKNESS 0.50--2.51Yp27-63.5mm) OVERALL UGHT ENGINE HEIGHT'X LUMEN FIXTURE BEAM DISTRIBUTION PACKAGE MODULE VNR NR/MD/WD XW STANDArA 624'p58.5mm) 5.45'I138.5mm) 5.1'p29.5mm) 10L-30L CP 9.22-P24.1mm) 8.43'(214.0mm) BoB"R05.1mm) 31 STANDARD ZBT098.6mm) 7113'078.6mm) 6.68'(1697mm) CP 9.22'(234.1mm) 8.43'(214.Omm) BoB"(205.1mm) ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L eaAM„ Job Name: LFR-4RD-M-10L40K8-XW-DM1/LFR- LIGH7ING TJACH PREMIER CIRCLE SITE LTG 4RD-T-SS-CL L 10 VIRGINIA Architect: TIMMONS Notes: VINE LV-CENTRAL22-38M i®rescolite DATE: LOCATION: TYPE: (PROJECT: LFR-4RD CATALOG=: LITEFRAME 4' ROUND DOWNLIGHT CONTROLS Controls: Supports ap ns inavanety of deployment options. Integrates with and enables a wide array of luminaires in Id those with 5pectrasy rTuning Technology CONTROLS NX INTEGRATED CONTROLS REFER NX Option Sensor Nelworkable Sche Occupancy Dayl' 0-10V On/off Bluetooth®App sting Dimming Control Programming NX Networked -Wired NXE N/A Yez No No Vas Requires NXBTC' NX Networked - Wireless NXIA Niaas­Yes Yes No No Y V 1'es 1 N%BTC nn be passing! Into an nelMEle NX'SmerIPoM1- on measurer; n°twnrk 2 In9 Ma app r;q won lbaary BM San¢ PERFORMANCE DATA TABLE rdaul Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTC VVIRGINIA Architect: TIMMONS .I I ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS LFRARD-M Fhture Module consists of Light Engine and Driver J-Bm assemblies. Overall dimensions for each are dependent upon configuration selected See the following pages for details. Light Engine with Trim assembly installed LFRARD LIGHT ENGINE /LFR- T-SS-CL L10 DIMENSIONALDATA APERTURE e4.00'9016mm) OVERALL 05.3T036.5mm) FLANGE WIDTH STandartl 0.69.07.5mm) Flush Mount allK.8mm) FLANGETOFLANGE SNntleN 0537Q36.6mm) Flush Mount 04.38-011.2mm) CEILING MOLR Sandald 047S P03mm) Flush Mount 04.88' 023.9mm) CEILING THICKNESS 0.50--2.51Yp27-63.5mm) OVERALL UGHT ENGINE HEIGHT'X LUMEN FIXTURE BEAM DISTRIBUTION PACKAGE MODULE VNR NR/MD/WD XW STANDArA 624'p58.5mm) 5.45'I138.5mm) 5.1'p29.5mm) 10L-30L CP 9.22-P24.1mm) 8.43'(214.0mm) BoB"R05.1mm) 31 STANDARD ZBT098.6mm) 7113'078.6mm) 6.68'(1697mm) CP 9.22'(234.1mm) 8.43'(214.Omm) BoB"(205.1mm) ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L NX INTEGRATED CONTROLS REFER NX Option Sensor Nelworkable Sche Occupancy Dayl' 0-10V On/off Bluetooth®App sting Dimming Control Programming NX Networked -Wired NXE N/A Yez No No Vas Requires NXBTC' NX Networked - Wireless NXIA Niaas­Yes Yes No No Y V 1'es 1 N%BTC nn be passing! Into an nelMEle NX'SmerIPoM1- on measurer; n°twnrk 2 In9 Ma app r;q won lbaary BM San¢ PERFORMANCE DATA TABLE rdaul Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTC VVIRGINIA Architect: TIMMONS .I I ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS LFRARD-M Fhture Module consists of Light Engine and Driver J-Bm assemblies. Overall dimensions for each are dependent upon configuration selected See the following pages for details. Light Engine with Trim assembly installed LFRARD LIGHT ENGINE /LFR- T-SS-CL L10 DIMENSIONALDATA APERTURE e4.00'9016mm) OVERALL 05.3T036.5mm) FLANGE WIDTH STandartl 0.69.07.5mm) Flush Mount allK.8mm) FLANGETOFLANGE SNntleN 0537Q36.6mm) Flush Mount 04.38-011.2mm) CEILING MOLR Sandald 047S P03mm) Flush Mount 04.88' 023.9mm) CEILING THICKNESS 0.50--2.51Yp27-63.5mm) OVERALL UGHT ENGINE HEIGHT'X LUMEN FIXTURE BEAM DISTRIBUTION PACKAGE MODULE VNR NR/MD/WD XW STANDArA 624'p58.5mm) 5.45'I138.5mm) 5.1'p29.5mm) 10L-30L CP 9.22-P24.1mm) 8.43'(214.0mm) BoB"R05.1mm) 31 STANDARD ZBT098.6mm) 7113'078.6mm) 6.68'(1697mm) CP 9.22'(234.1mm) 8.43'(214.Omm) BoB"(205.1mm) ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L 1 N%BTC nn be passing! Into an nelMEle NX'SmerIPoM1- on measurer; n°twnrk 2 In9 Ma app r;q won lbaary BM San¢ PERFORMANCE DATA TABLE rdaul Job Name: LIGHTING TJACH PREMIER CIRCLE SITE LTC VVIRGINIA Architect: TIMMONS .I I ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS LFRARD-M Fhture Module consists of Light Engine and Driver J-Bm assemblies. Overall dimensions for each are dependent upon configuration selected See the following pages for details. Light Engine with Trim assembly installed LFRARD LIGHT ENGINE /LFR- T-SS-CL L10 DIMENSIONALDATA APERTURE e4.00'9016mm) OVERALL 05.3T036.5mm) FLANGE WIDTH STandartl 0.69.07.5mm) Flush Mount allK.8mm) FLANGETOFLANGE SNntleN 0537Q36.6mm) Flush Mount 04.38-011.2mm) CEILING MOLR Sandald 047S P03mm) Flush Mount 04.88' 023.9mm) CEILING THICKNESS 0.50--2.51Yp27-63.5mm) OVERALL UGHT ENGINE HEIGHT'X LUMEN FIXTURE BEAM DISTRIBUTION PACKAGE MODULE VNR NR/MD/WD XW STANDArA 624'p58.5mm) 5.45'I138.5mm) 5.1'p29.5mm) 10L-30L CP 9.22-P24.1mm) 8.43'(214.0mm) BoB"R05.1mm) 31 STANDARD ZBT098.6mm) 7113'078.6mm) 6.68'(1697mm) CP 9.22'(234.1mm) 8.43'(214.Omm) BoB"(205.1mm) ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L OVERALL UGHT ENGINE HEIGHT'X LUMEN FIXTURE BEAM DISTRIBUTION PACKAGE MODULE VNR NR/MD/WD XW STANDArA 624'p58.5mm) 5.45'I138.5mm) 5.1'p29.5mm) 10L-30L CP 9.22-P24.1mm) 8.43'(214.0mm) BoB"R05.1mm) 31 STANDARD ZBT098.6mm) 7113'078.6mm) 6.68'(1697mm) CP 9.22'(234.1mm) 8.43'(214.Omm) BoB"(205.1mm) ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L ' Note'. Add W minlmum plenum rleerelrsebxevreell Light Engine Height Fort50L'. Marked spacing rece sc 6'IbWenr6rtacerem, Il tenure center to budding membm as' abm.4mre. Ni rating repulres 3" from legal and ¢mbueEle melMek 'A' SkIe View Sbndanl Side View CP -Chicago Plenum currendighWgcan/p aft Pension cunwOlghtngcom/pmmoEte Peee2Mn currenMgh6ng=nVI e9polite Pmeaon curran8lghtingmanilp mu to pya4ore Current0 R-10128M CurrentO FeCurrentO R-10120M CurrentO M,ml..g.1madm r.M,p rasmadnlochal �1 Ine.Nrll/bluwwllMmllm wAel>°wNectb Woe 02LP21MaombrFlraNalW lwamd..IrbnMbn sdeprlWbmwllwtbtlsge ONEXIIaWAgFCNllSlbles^M.I1wIrObneg4eeMMnetlpelbeNeys 02N2Xnb41uglw.Nr wmumaw.atom;;xeda�nwgMwrlaextenn®eu,ee,m"IswmywgWra P11CIrA-0Rn-Bpx-Rn2 WONN4s.Nwrleeew WoetrWaNMweenOaglerpgcf wlwManmwaMurDgbNlOolYwrfHw P11E IFl1-0RO-Bpx-R02,mv,nrmceuwwewdeeMnwg4elwpaextmnrsuMwnw Wwtaycwgrbra Plai-LFA-0Ia)-Bpx-Rn2 ixc.l Tln- ncr r. gm9 1/A Imrli Pcnc Culzmixnal l no.. S oll SIR Imam.; Damn C..hrelixcH fin- ncr F 9G99 still Imell Pcnc cr.Lmixnal it nnn S oll AIR Imam.; InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L InANg, Job Name: LIGHTING TJACH PREN VIRGINIA Architect: TIN 4NHEay ®rescolite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED DRIVER J-BOX B� 0 .0 Y •D" T DM7 DM01/RUM I DAU N1t CONTROLsoflor N EM Ji LFR-4RD-M-10L40K8-XW-DM1/LFR- ;;Diva, Job Name: SITE LTG qRD-T-SS-CL L10 LIGHTING TJACH PREN Notes: VIRGINIA Architect: TIN LV-CENTRAL22-38546 4RNE"V DATE: LOCATION: ®resc o I i to TYPE PROJECT: CATALOG t L FR-4RD LITEFRAME 4" ROUND DOWNLIGHT DIMENSIONS CONTINUED FLEXIBLE CONDUIT LENGTH 12.00' (304.8mm) DRIVER BOX EESTSWITCHCABLE NGTH: Me (900mm) DM EMTOTNM o n EMA34ROPrION EMAI MR Driver J-Bm Conduit(provlded) con netts to Driver J-Bra (see Driver J-Ron for additional details( DMX OVERALLDRWRJ XDIMENSIONS(ALLLUMENOUTPUTS) DRIVER/ MINIMUM J-BOX CONTROLS (HEIGHT)OBJGTH) WIDTH) CLEARANCE OWIONS CLEARANCE Da p35b/ DALI m/ PDM2.6T(6Z8mm) 5.6 mm) 3.23'(820mm) 3SW(BR9mm) DM DMX 3.07Q9.0mm) R�QW 3.2T(820mm) 500"02oni NX 3.02' (/6]mM Rl0.6mrN 3.2T(82.0mm) 6.00'052.4mm) EM/EMR 2.73"(693mm) �W p353.23'(82.Omm) 4.00'0018mm) CP 1.89'V14mm) 6.50'06511 2.]2'(691mm) 5.00'027mm) SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L SITE LTG 14RD-T 17.70" 449.7mm F. ono 15.45" c �. 392.4mm L L) 0 o e L5.68' al 144.2mm 123.Bmm 2.W 54.4mm LFR.4RDN NON -IC HOUSING FRAME Metal 2yreoe atlepter(ntludedfl b be insMlletl above ceiling p20.6mm) 0 Brim' (w.amm) ROUND LFMOR4-R METAL OVERSIZED RING (See LF-MOR Installation Instruction for more details) L10 °a.w J00 Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 'RAL22-3B548 '1MNE"� ®rescolite LFR-4RD LITEFRAME 4' ROUND DOWNLIGHT PHOTOMETRY CONTINUED LFR-4RD-M-2OL35K8WD-DMI/LFR-4RD-T-S LUMINAIRE DATA POLAR GRAPH 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L 18.82' 478.Omm �o -- 15.45- O / \K 392.4mm n L 1 / 10.75' 04.8s. 273.0mm 123.8mm 226.3mm . LFII�RDxx IC 14OLISING Not for use with CP Shroud Teat No. 31.On Desorption 2000 1m Md. 35Dn an CRI Delivered Lumens IMS wets Vaal End., 46 Mounting Ramntl 6 .mill Crltadon 02 Beam An le FWHM 0 ZONAL LUMEN SUMMARY Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L Zone Lumen. %Wminelm O-00 1922 99.7 0460 1927 999 0-90 1928 100.0 0-180 1928 1000 LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L LFR-4RD-M-20L35KSXW-DM1 / LFR-4RD-T-SS LUMINAIRE DATA POLAR GRAPH Test No. 21Krx56 Description 20001m, El Wdw Mail so CRI Delivered Lumens ins Wets IBM Effirmic, 121 Mountie Resaetl spacing Crite on 1A Beem An Ie FWHM n ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L ZONAL LUMEN SUMMARY so LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L LUMEN MULTIPLIER T L10 LUMINANCE DATA' Ventral Angle Average 45' 6% 55' 215 65' 292 TS 0 8a. 0 Yandda3quare Meter CANDELA DISTRIBUTION LUMINANCE DATA' Di Carest. a Man 45 so as 6 VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L VerinceArgle Average scan U955 By 3441 Ran 1751 By T 0 Option 27K8 30K8 35K8 40K8 SOKB 27K9 30K9 35K9 40K9 50K9 MUMpllar 093 0.96 100 1.01 1.03 O7a 0.62 0 K1 0.87 ON Pbotan <d¢are puNishel btlgvrtanomimal MOO KeMn 80r CRI.Thatable makimuxd bapprelnutetbelumenwle otdl mtMvintemMv m.Po^erma mOm wouldsdrthevme LENS OPTION /LENS FILTER ACCESSORY MULTIPLIER (Based on Clear Specular) eA w Jon Name: LIGHTING TJACH PREMIER CIRCLE SITE LTG VIRGINIA Architect: TIMMONS 1RNE"V Grescol ite LFR-4RD LITEFRAME 4" ROUND DOWNLIGHT TM-30 DATA COLORVECTORGRAPHIC COLOR DISTORTION GRAPHIC 3500K, 90 CRI - Rknnce lllumin°nt ie e5ourc COLOR VECTOR GRAPHIC COLOR DISTORTION GRAPHIC 3500K. 80 CRI 3SOOK, 80 CRI - Reverence lllummant -Lrnsol. ELECTRICAL DATA S' TEST RESULTS-3500K Value SO, CRI 9o. CM R BE 90 R 95 99 GET(K 3422 3416 out, 410008 -QOOI9 x 0.4089 OA08 y 03906 03877 CIE R 85 93 CIER. 6 66 NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L NIL DRIVER DATA Input Vohage 120-27V 347 V InPutkaquenry 50/60 He 50/60 Hs Power Factor z090 z090 TIED Qo% QO% EMI RKering (FCC 11 CFR Pert IN ClassA ClassA ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L ' Values for DMi option shorn, values for on ardimming options maywry. ADDITIONAL INFORMATION For more details and recommended dimmer list, see Dimming Compatibility Information on cunentllght ng.coMprescoMe DMX See instruction sheet on cument ight ng.com/prescolRe for connection & Installation Information. /LFR- L10 Central Inverters For full f eture output in back-up mode, we recommend you visit curremighting.com/dual-Ihe.com for your Central Lighting Invader options. Please contact yow local Current representative for any assistance with proper sizing and loading of your inverter selection. Central lighting inverters must be ordered separately. curren8igh�Lgmorn/preacorrta Range 5MO cunwWighting.com/pmecoEte Ppea Me ourr tigh6ng=rn/precoolite Flagellate parengightlngcom/pr waft Pyeeure Current* R-10128M CurrentO go CurreentO Rm10/2%= Currents W D 02'#2Xl Ed" ancNrlgran 3grrwrlWms9q^[rkllw.wr,mep O'1�IalmMbrglrcNtagam wwllMmt}nsO°r.^ nosessolo WOe ONEHIIac4Agrc Nngeno mM.Llwamianegq°crlMnweGpc.bc O'A@rtlmMbrFlrpsumnaenwrwSlMmt}nsO°yshtlbsism tb Wqe ccvzz .st.. Anodes ewxC st..w.InsedxgnatgLL w.lee MenmauMwWrmwfwycWWra PH LFlI-0ID-Bpx-en2 Wert MlnNwlweendaglarpgcf wlrsMmmea.eduMrbNrOClYwnlbls P11E Ire-0RO-Bpc-R02 .s t. Al. ewdxpnwpyblw.lee MenmauMwger Wwtay cwgnara PIE-LFA-0ID-Bpx-R02 ixcri ion- nor• 5 9n99 CUP Inril Pcnc R..hmixcri ion- ncr• 5 91 AIR Inriuv Pcnc Q..hmiftorl l ln- nor' 6 91 71R Irr'll Pcnc R..hmiffcri l ln- ncr 5 9G99 FUR Inriuv M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L M E C) N U N a Q O >E DJ E Y U ant 3 Q LL o 3 0 LL _ K0L� Q j U 00 Z w „�„ - Ln IOI---Ir Of> D N r { (D N LL z W 40I M � � 3.0 Z. 7 (ll ~ O I X 9� W Wi. 0 a= OU N V N� Z l !E!> , pe O O Q IQ Ll I U 4 pe "N W WOU e. W d LU ID I- 2 Q 2 all Q WLc � U4 O ,I U1 l 2 ti J 2 : 0 ? W l � ENN I U-I F at O\l < a b ti I ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L ti ti V Z O (n DATE 5 0312112022 0 DRAWN BY M.RACHNER DESIGNED BY ••• M.RACHNER CHECKED BY • J. BONDI SCALE N/A •FT• 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L 0 J w U w r2 V U`a (UE•°L� / V WZ I Z HI O laaaaaa LU W / Irj J _V w f J m aall I� 2 U LU LQ 0 a ■ JOB NO. 46555 SHEET NO. L4e 4 ;m. 0 N Ls a C m er p N a C Or dC Or Or Or O N 3 C a 90 O a� 0Z nO o 2 C I'd '6 E c w Nor a0 O N tin $ L: N O d 2 a 2 m F N 0 a t O a DO 0 m .Z Y 0 0 X C 0 O 0 2 = 2 � m 0 0 C E10 o 0 m 5 m a 1M Na ad 'a 0 m o 0.2 m U 2 m 0 m 0 =s m s. E h w = E L VARIES PER PLAN LANDSCAPE AREA FINISH GRADE 2% SLOPE MAX. CONCRETE SIDEWALK 1" = 1•-0" v_ l SF ONCRETI NATIVE SOIL — COMPACTED SUBGRADE COMPACTED VDOT #21A STONE BASE r CONCRETE SIDEWALK I 4000PSI AT 28 DAYS ° SPECIFIED BEDDING MATERIAL TURF ADJACENT NO MORE THAN Z' BELOW TOP OF EDGING EDGING SIZE: a "X 5" X 16' (0.25 AVE. THICKNESS) SURE-LOC ALUMINUM EDGING CORP. 494 EAST 64TH ST., HOLLAND, MI 49423 W W W.SU RELOCEDGI NG.COM OR APPROVED EQUAL STEEL EDGING 1 1/2" = V-0" STEEL EDGING III III II �� TAPERED STEEL STAKES TO INTERIOR OF BED AREA 1. EDGING NOTES: 2. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3. STAKE EVERY SLOT. 4. FOR 90 DEGREE CORNERS - CUT BASE EDGING UP HALFWAY AND FORM A CONTINUOUS CORNER 5. TOP OF EDGING NO MORE THAN Z' BELOW TOP OF SURFACE GRADE. 6. COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING. NOTES: 1. AYa" RADIUS TO BE USED ON ALL TOOLED EDGES. LANDSCAPE DRAIN 2. CONTROL JOINTS SHALL BE PROVIDED AS SHOWN ON PLAN OR GENERALLY 4-FT O.C. MANUFACTURER: NDS EACH DIRECTION TYPE: SPEE-D ROUND ATRIUM GRATE 3. SAW -CUT JOINTS TO BE STRAIT W/ CLEAN EDGES AND PLACED PERPENDICULAR TO COLOR: BLACK WORK OR AS SHOWN ON PLAN MODEL: #90 CONTACT: 1-888-825-4716 CONCRETE CONTROL JOINTS 3" = 1'-0" SELF -LEVELING SEALANTWI z' POLYSTYRENE FOAM EXPANSION JOINT(NO BOND TO SEALANT), COLOR TO MATCH ADJACENT PAVING a ° ° a d ad a ° d ° a a NOTES: 1. EXPANSION JOINTS TO BE RECESSED A MIN. OF Y4" BELOW FINISH GRADE. 2. EXPANSION JOINTS SHALL BE PROVIDED AT A MAX. INTERVAL OF 20FT AND AT ALL CHANGES IN PAVEMENT, WALLS, STEPS, VERTICAL SURFACES. LANDSCAPE DRAIN 1 112" = V-0" an•uu r�rr•T,, •n•n n, ,rr� LANDSCAPE (ATRIUM) DRAIN PLANTING AREA FINISH GRADE LANDSCAPE EDGING (AS SPECIFIED) STAKE MIN. 36" O.C. DECORATIVE STONE (AS SPECIFIED) NON -WOVEN GOETEXTILE FABRIC 4" OF %" CLEAN WASHED VDOT #57 STONE COMPACTED COMPACTED SUBGRADE DRAIN PIPE (SEE CIVIL PLAN FOR CONNECTIONS) 1/4" COMPACTED CRUSHED STONE DUST 4" MIN. DEPTH OF VDOT STONE BASE c d d a , a 4 a d d.' z v� NON -WOVEN ROT RESISTANT FILTER FABRIC - TURN UP EDGES STONE DUST 3" = 1•-0" RAIN BARREL MANUFACTURER MODEL: COLORS: DIMENSIONS: CONTACT: THE GREAT AMERICAN RAIN BARREL COMPANY 60 GALLON GRAY/BROWN/GREEN 24" D X 24" W X 39" H 800-251-2352 RAIN BARREL PHOTO DETAIL N 7, RAISED PLANTER MANUFACTURER MODEL: COLORS: DIMENSIONS: CONTACT: BEST CHOICE PRODUCTS SKY6372:842957102488 BLACK 96" L X 48" W X 24" H 844-948-8400 1 Cl RAISED PLANTER PHOTO DETAIL N TS BENCH MANUFACTURER: PULLMAN MODEL: P26 COLORS: BLACK DIMENSIONS: 73 1/2" L X 28" W X 33 1/2" H CONTACT: 800-284-8208 LTH OF v JON THAN w Q ti DATE 0312112022 DRAWN BY M.RACHNER DESIGNED BY M.RACHNER CHECKED BY J. BONDI SCALE N/A W J U U a Lf) J_ w Q I —I O W w Q Lu 1 J CY 1 w � ca a � JOB NO. 46555 SHEET NO. L5.1 3 CONCRETE EXPANSION JOINT 3" = 1'-0" L 6 RIVER STONE 3" = 1•-0" 9 BENCH PHOTO DETAIL NT