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SDP202200019 Plan - Submittal (First) 2022-03-22
TJACH PREMIER CIRCLE -INITIAL SITE PLAN SITE DATA: TAX MAP PARCEL AND OWNER INFO: 061MO-00-00-00600 PHA PREMIER CIRCLE LLC 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 TOTAL SITE AREA: 3.75 ACRES EXISTING IMPERVIOUS AREA: 2.38 ACRES PROPOSED IMPERVIOUS AREA: 2.33 ACRES LIMITS OF DISTURBANCE: 3.25 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON,VA 24401 JOSEPH C. MEDLEY, L.S. (540) 885-0920 CONDUCTED:01/29/2021 MAGISTERIAL DISTRICT: RIO HORIZONTAL DATUM REFERENCE: NAD83 VERTICAL DATUM REFERENCE: NAVD88 MISS UTILITY TICKET NUMBER: B100500734-00B CURRENT USE: HOTELINN PROPOSED USE: ACCESSIBLE SUPPORTIVE HOUSING ZONING: BLOCK 1: NON-RESIDENTIAL BLOCK 2: MIXED -USE OR RESIDENTIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR SETBACKS: BLOCK 1 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: 10 FT MIN. AND 5 FT MAX. ADJACENT PROPERTIES: NORTH - RESIDENTIAL(R2) EAST - COMMERCIAL (Cl) SOUTH - SEMINOLE TRAIL WEST - COMMERCIAL (Cl) WELAND IMPACTS: NONE WATER SUPPLY: ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 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 1: 50 FT BLOCK 2: 50 FT PROPOSED BUILDING HEIGHT: PHASE 1: 46 FT PARKING REQUIRED: PHASE 1: 0.35 SPACES PER UNIT LESS THAN 500 SF * 80 UNITS = 30 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 PARKING: 130 SPACES TOTAL PARKING PROVIDED: PHASE 1: 72 SPACES PHASE 2: 124 SPACES ANTICIPATED PHASE 3: 164 SPACES ANTICIPATED ADA PARKING REQUIRED: PHASE 1: TOTAL SPACES PROVIDED / 25 = 3 SPACES PHASE 2: TOTAL SPACES PROVIDED / 25 = 5 SPACES PHASE 3: TOTAL SPACES PROVIDED / 25 = 7 SPACES ADA PARKING PROVIDED: PHASE 1: 3 SPACES PHASE 2: 6 SPACES PHASE 3: 3 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. APPROVALS 405 PREMIER CIRCLE COUNTY OF ALBEMARLE, VIRGINIA 03/21/2022 RO LR S� SOS S� R ASP O" COMMONWEP�SN OR PROJECT LOCATION VICINITY MAP SCALE: 1" = 1,000' OWNER: PHA PREMIER CIRCLE LLC 682 BERKMAR CIR. CHARLOTTESVILLE, VA 22901 CONTACT: ANDREW MILLER TELEPHONE: 434-422-5497 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS NOTES C2.1 EXISTING CONDITIONS C2.2 OVERALL DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PHASE 1 C3.3 EROSION & SEDIMENT CONTROL PHASE II C4.0 OVERALL SITE LAYOUT C4.1 PHASE 1 SITE LAYOUT C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 PHASE 1 GRADING AND DRAINAGE PLAN C5.2 PHASE 1 STORMWATER PROFILES C6.0 OVERALL STORMWATER MANAGEMENT MASTER PLAN C6.1 PHASE 1 STORMWATER MANAGEMENT PLAN L1.0 OVERALL LANDSCAPE PLAN L1.1 PHASE 1 LANDSCAPE PLAN L2.0 OVERALL LANDSCAPE NOTES AND DETAILS L2.1 PHASE 1 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL LIGHTING AND PHOTOMETRIC PLAN L3.1 PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS L4.1 SITE LIGHTING CUT SHEETS TOTAL SHEETS = 25 \LTH OF U i\ THAN M. SHOW.ALTER Y I ,c. \n, 040=057151 03/2112022 'k FrSjrjNA ui 0 0 cD 0 0 cc 0 w w U a z 0 o' 0 r z O U U w 0 z O w 01 DATE 03/21/2022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J �.0 L/ L UQ w z H4 O U ; w J Q 0 U W LU w am J Q 2 U a �i 1 DIRECTOR OF NEIGHBORHOOD DEVELOPMENT SERVICES L LM JOB NO. 46555 SHEET NO. C0.0 GENERALNOTES 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. 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 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 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 e TC 725.94 PROPOSED SPOT ELEVATION 1Q 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 H > o- SAWCUT THROUGH o- MATCH EX. CROSS EX. SURFACE uJ SLOPE UNLESS OTHERWISE X COURSE SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED 2' MIN. 2"± SURFACE VCOURSE 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 No Scale TOP OF CURB THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" VDOT A-3 CONCRETE BOLLARD DETAIL No Scale 2" R 4" MIN. SUBB "IT No VDOT STANDARD CG-3 CURB No Scale 1" R 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW W_VlqFAIWII 2'-O" DIAMETER CONC. FOOTING CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 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= ia" 9 CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK ..�'.0 F9 a 1J 4 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. a a .. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA "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" . T 10" 3,000 PSI AIR ENTRAINED PORTLAND ° I CEMENT CONCRETE "TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL �to �Q��L:\LTy pF `' C u�.1TH•ti. N. SHON'ALTL•R Lic, No. 0402057151 �e 03/21/2022 M E 0 �s N UI N C > E w ° E y Q u- 3 0 U.o < W L M d J U 0 J - uj d i N CA (D W N R w v 30'x J U) < � Q w v Ln _ N F U Q cL o O1 N � M 00 J Al. w Q 0 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J U/ LL LO U > I� } W ~ Z Lu 1--I O U C) w z WQ J Q L Lu m J Q L�u � O = z U Q I JOB NO. 46555 SHEET N0. C1.0 trg 0 0 3 a =0 o o no Iv N do a� 0 c m "- E o m w �N D0 3 ti z„ 0 2 a 5 &E e .§ a d� 7 y N X L j m o d `o E � Bm o a c M 10 a 0 N 0 m cN a o C p no N N d .E L O (.' : U\.1TR•1\ N. SH0WALTE'R v 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.) 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 CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 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 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/z". 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 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,AND SHOULD NOT SE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 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. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 5' 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMRFDDFD 24" IN [ROUND HANDICAP SIGN LOCATION (TYP.) PER VDOT HANDICAP SIGN /LOCATION (VAN) 8' 1 5'1 8' 1 8' 1 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES 18'1 18' TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-2 CURB No Scale NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK RAMP 12:1 MAX 48:1 MAX 4' 10-1 MAX TYPE A PERPENDICULAR jy $TMIN � � 12�ti S 121 MAX TYPE B PARALLEL ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4, MIN 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 X X . 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'• 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME v1 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RPOR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER R TO MATCH - (b O O O O O O O O O O O O THE BACK OF CURB. V-9 0 0 0 0 0 0 0 0 0 0 0 0 �o LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 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 50/.-65X OF BASE ' TOP DIAMETER DIAMETER 00000 0 0 0 00000 0 0 DETECTABLE WARNING c AT BACK OF CURB -1.4" SEE NOTE 12. BASE0.9" DIAMETER _ VARIABLE FULL WIDTH OF RAMP FLOOR _ f ppY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T SREFERENCEN CC-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET 10F 5 REVISION DATE 07/15 203.05 , 01-3A, 36, 3C FACE OF CURB PAINTED STRIPE (TYPICAL) 9' 1 - 1� REGULAR SPACE VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB .-FOR DETAILS OF INLET EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PBJALTY PBJAI.TY SI00 - $w4 m Eq0 1500 m TOW AWAY ZONE TOW AWAY ZOIIE TVAN 6' ABOVE AOCEBBBLE 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. ARKING SIGNS EXPANSION JOINT IIIIIII •• • �IIIIII, Mo.•- AM . 0 � n� fflmfifl � 1 ����������������������. ...... 1 JEd 1 1 ~1 f B V x,x Sa u, N I\ _ I BARS F BARS E Lam. B iV 1 #3" DIAMETER I WEEP HOLE FRONT ELEVATION I BARS I BA SECTION A -A KEYED CONST. JOINT 1 WARPED 2„ GUTTER APPROACH /BARS A rGUTTER E B - - (GUTTER REMOVED) 11/•„ I 5X1/4" BENT PLATE p., \ SECTION B-B N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v ."�;'� L2%2"X21/ "X1/,-' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. GALVANITD T7PE A • TypE B %_X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE IRON AT VC-C. CONNECTORS AND IS TO BE ANCHORED WITH 1/2' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT T C-C. DI-3B XV DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.09 08/10 DI-3C L � � I FLOW I FLOW 1 FOR USE ON GRADES FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL STANDARD CURB DROP INLET 12" - 30" PIPE* MAXIMUM DEPTH (H) - 8' VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS MENT PAVEMENT DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER SPECIFICATION REFERENCE 233 302 Lic, No. 0402057151 �,A 03/21/2022 0k2ss/ON At. t7 w ~Q 0 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J U�// clL J U > Q (� } ui LLI C) Hq O W _J Q LLLJ V / m J Q ui O = z U 1Q JOB NO. 46555 SHEET NO. C1.1 L SCHEDULE B - SECTION // EXCEPTIONS FROM COVERAGE RECORD DESCRIPTION: THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITYNATIONAL TITLE INSURANCE COMPANY, ISSUED / EFFECTIVE NOVEMBER 13, 2020, SCHEDULE B - SECTION ll EXCEPTIONS AREAS FOLLOWS: 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, 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. NOT A SURVEY MATTER. 3. ANY LIEN, OR RIGHT TO ALIEN, FOR SERVICES, LABOR OR MATERIAL IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORD. NOT A SURVEY MATTER. 4. EASEMENTS OR CLAIMS OF EASEMENTS NOT RECORDED IN THE PUBLIC RECORDS. NOT A SURVEY MATTER (IF NOT OF RECORD). 5. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BYAN ACCURATE 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 ON ADJOINING LAND. (AS TO OWNERS POLICY). MA YAFFECTAND INCIDENTAL TO SURVEY HEREON. 6. TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. 7. TAXES FOR THE 2ND HALF OF THE YEAR 2020, AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE. NOT A SURVEY MATTER. 8. EASEMENT GRANTED VIRGINIA PUBLIC SERVICE COMPANY, DATED MARCH 19, 1937, RECORDED INDEED BOOK 235, PAGE 184. MAY AFFECT THE SUBJECT PROPERTY INCIDENTAL 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 PROPERTYAS SHOWN HEREON. 10. EASEMENT GRANTED VIRGINIA TELEPHONE & TELEGRAPH COMPANY, DATED APRIL 20, 1959, RECORDED IN DEED BOOK 355, PAGE 510. MAYAFFECT INCIDENTAL TO AERIAL COMMUNICATION LINES, IF ANY, ATTACHED TO POLE LINE INFRASTRUCTURE AND EASEMENT NOTED IN EXCEPTION 9. 11. EASEMENT GRANTED VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY, DATED APRIL 20, 1970, RECORDED IN DEED BOOK 471, PAGE 338. MAYAFFECT AND / OR NOT PL0TTABLE,• 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 SERVICE AUTHORITY, DATED MAY24, 1985, RECORDED INDEED BOOK 839, PAGE 712, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 13. EASEMENT GRANTED ALBEMARLE COUNTY SERVICE AUTHORITY, 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 EASEMENT AGREEMENT 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 LINES AS SET FORTH 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 IN DEED 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. ROUTE29. (b) 30'BUILDING SETBACK LINEALONG U.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. (f) 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 DEVICE AND 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, IN DEED 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. ALL THOSE CERTAIN LOTS OR PARCELS OF LAND SITUATED IN ALBEMARLE 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 BYDEED FROM THE ROCHESTER COMMUNITY SAVINGS BANK, ANEW YORK BANKING CORPORATION DATED APRIL 1, 1991, RECORDED APRIL 1, 1991 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA IN DEED BOOK 1146, PAGE 326. SURVEY DESCRIPTION (ALSO DESCRIBED AS) : (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 OF ALBEMARLE, VIRGINIA, CONTAINING 3.749 ACRES, MORE OR LESS, BEING TAX MAP PARCEL 61 M-6 AS SHOWN ON A PLAT OF SURVEY ENTITLED 'ALTA/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 35-20'15" 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 29.4T 08" W 233.6V TO AN IRON ROD FOUND, A CORNER ALSO TO THE 29 GROUP, LLC, BEING TAX MAP PARCEL 61W-1-C-3; THENCE WITH THE 29 GROUP, LLC (TAX MAP PARCEL 61 W-1--C-3), N 29.47' 08" W 71.52' TO 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 (TAX MAP PARCEL 61W-1-C-2), N 29.4T 08" W 96.82' TO AN IRON ROD FOUND, A CORNER TO THE 29 GROUP, LLC, TAX MAP PARCEL 61 W-1-C-6; THENCE WITH THE 29 GROUP, LLC (TAX MAP PARCEL 61 W-1-C-6), N 29°47' 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 29'47' 08" W 164.66' TO A CONCRETE MONUMENT FOUND, A CORNER TO LITTLE SISTER, LLC, TAX MAP PARCEL 61 W-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 61 M-1-23, N 65.13' 11 " E 184.50' TO 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 65013' 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 41' 33' 34", AND WHOSE LONG CHORD BEARS S 44- 26' 23" WA DISTANCE OF 178.17' TO 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 78019' 21 ", AND WHOSE LONG CHORD BEARS S 15030' 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 9' 39 45" E A DISTANCE OF 42.43' TO 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, IN DEED BOOK 1146, PAGE 326. SURVEY NOTES: f�J:ZU»aI'l.',iLi]d//JCH49S�7:/i4/-'t/CUdA (SUBJECT) TMP 61M-6. OWNER: TIOTA, LTD. REFERENCE., DEED BOOK 1146, PAGE 326 TAX MAP PARCEL NUMBER. 61M-6 061MO-00-00-00600 PROPERTYADDRESS. 405 PREMIER CIRCLE, CHA RL 0 TTES VIL L E, VA22903 AREA: 3.749 ACRES (163,306SF) ZONED: C1 (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 (IF ABUTTING 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 ZONE ADJACENT 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 ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7 THIS PLAT WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITYNATIONAL 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 AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 12. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE MEADOW CREEK WATERSHED PER COUNTYGIS, PROPERTYIS NOT WITHINA WATER SUPPLY PROTECTION AREA. 13. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 14. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN ENTRANCE CORRIDOR OVERLAYAREA. 15. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN 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 AL TA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY AL TA AND NSPS, AND INCLUDES ITEMS [1, 2, 3, 4, 5 , 7(a), 8, 9, 10, 11, 13, AND 16 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON OCTOBER 17, 2016. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY AL 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 1 of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM i\ 1THAN A SHOW.ALTE•R Y I ,c. \n, 0401-057151 03/2112022 k �4 rS/ONAI vi 0 0 cD 0 0 ce 0 w w U Q z 0 0 r z O H a U ui w 0 z O > w DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' W J cn U � LL O H� z UQ M O UJ 1--I O U �--� 0 Lu Z W Q O L w U J Q �, rn� V z U w rn La 1 JOB NO. 46555 SHEET NO. C2.0 L LEGEND \ D8. 3662, P4,228 0 WATER VALVE I l l ® WATER METER I l \ \ FIRE HYDRANT I MON aF) / WATER VAULT I II ® STORM INLET (GRATE) STORM DRAINAGE (SD) MANHOLE WIRE RCP PVC REINFORCED CONCRETE PIPE POLY -VINYL CHLORIDE PIPE 41 i I lc I/ 1 1 25,I 1 FENCE / \ 20'PARK/NG Oc \ il� SAT / SETBACK LINE TMP 61M-1-23 / CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 251.10' 182.14' 95.28' 4103334" S44 2623"W 178.17' C2 190.00, 259.73' 154.75' 7801921" S1503005"E 239.97' C3 30.00' 47.12' 30.00' 90,00,001, S903945'E 42.43' CMP CORRUGATED METAL PIPE / I Id DISH / BENJAMIN KARL & CARLYERIN / \ Q SANITARYMANHOLE i \ / SAMS ® CLEAN -OUT % 4 / / - DB. 4643, PG. 602 © TELECOM PEDESTAL ® HVAC UNIT OR AS NOTED / % f j0 UTILITYPOLE Vl 00 LIGHTPOLE �lllll //r/ /' --�; \�� / YARD LIGHT l l / I �/ CHAIN LINK f ELECTRIC BOX TMP61W-1-C-1 tl l llI ( I / / C \\ a FENCE o11 / / �.� Dom, r CHALLENGER III I/ ' ❑9 ELECTRIC METER DB. 4783, PG. 672 ® GAS METER I / / I X / // i WINDOW �\- \ \�-{ �/ Ap, 50'SETBACKLINE - -SAN- - SANITARY PIPE I // I i^ �// r / \ /J (FROMBERKELEY TMP 61M-1-22 \ l / / SUBDIVISION) 16 106COMMONWEALTH i l I I / / v n �� \fir / DB. 899, PG. 333 O Od \ w WATER -LINE / `/ X / k / /� y / SUPPLY\` \� / CIRCLE LLC %\ b \ \ �- DB. 5141, PG. 638 / _UFO -UNDERGROUND TELECOM UTILITY I PAVED uGP UNDERGROUND POWER/ELEC UTILITY /l /l /l / I l / / / l RAMPr\-/ ` ` \ cL a FENCE \ l I WOOD / / / / / /(' 4B4• PPLY OHP OVERHEAD POWER UTILITY / WELL I \ \ \ - _ _ \ •> TTF - - - - - -� / / / FENCE l / / / / l /D WINDOW \\\ / 57,�'• IL S TMP61M-1-21 - -x- - -x- - FENCE -LINE / / �°j' a°l / c o�\ � � 2i- 82 / / / \ THOMAS M. & PAULA DALY / \ /T HAUGHEY, TRUSTEES /\- � ' ' CENTERLINE SWALE/DITCH E29 GROUP, L Ro �/ �° / /b� \\ \ OTq� / DB. 3425, PG. 126 THE29 GROUP, LLC / / / l/ / �. � \ � � \ � OR 5448, PG. 13 / l / I / l ' (MOTEL) I LEVEL / 12"DE& EDGE OF PAVEMENT (EP) j FRAME & STUCCO BUILDIN By 1 N, ^�. 300 SERIES TREE -LINE p / / / ^dry ROOM NUMBERS) ql/// MOTEL) ILEE� CONIFEROUS TREE (CNFR) IRON (FT � / / F E & STUCCO l lNG - _ TMP 61M-6 �� ' 1 / \ `� n \ TMP 61M-1-20 / / CHAIN -LINK/ / / ROOM NURB ` PREM/ER CIRCLE LL / / WINDOW \ \ \ B _ \� n 7pA FENCE / CASTULO GAITAN t1 DECIDUOUS TREE (DEC) /'l / / I/ / 1 WELL \�`Q _ _\ b Q/ \ l <- -c- - \'�-- " �/ ie'\ DB. 5351, PG. 65 LSP LANDSCAPEDAREA / Ill l / / / /// / 0� PROPERTYADDRESS: / // I?0 (MOTEL) 1 LEVEL / FIREWALL da / 405 PREMIER CIRCLE p I �/ FRAME &STUCCO BUILDIN l / , / �� - - - �fP(SER STI\R \ R G) 3 / \ n 200 SERIES q I // / / / / /-ya / / /// ROOM NUMBERS,) P 0 / / / \k SIDEWALK / // WINDOW STONE COL. O 1 / / / / / P>412 6' a / / ��� S/GN / /�///j/ WELL / a 1.6' O / a0 / ^ �j I / �\ ` f0 08�S4OP Nl \ \ \ 1W-1P, L FIREWALL ^'b NVA468.7 1 RCP / r "FA�ILITY INV- RP"bp ", \\ 1 O® BOLLARD / / / / / // / ) $D/ourCLFT/ / / Swv)\ ( Al \ / / / /, / l STONE OL. / �,_ �/ / / I / / / \ 1 /NV. OUV=4u8.43' 1�" R'�P I \ MAILBOX ROUP, LLC / , / / / / F `5 / / I � � \��'J>t I I \ \ \ 48, PG. 13 / / �/ Dry / .6'x .6) ^) HANDICAP (HC) PARKING 70_ HVAc UNIT /i i'\ \ " - - - / /\� C \ 74/ TMP61M-1-19 / /i � " � d. I I � � ] OO F PROPERTY CORNER FOUND AS NOTED O a� 38, / °f '/ \ > - - - - 9s,. WIRE GEORGEANDERSON O (J ( I ` / , // / // // / / STQN COL ROH -PINE / / - - - �N • (S) PROPERTYCORNER SET (5/8"REBAR) / /// L�/ l / n t�'x 1.$) / _ _ / FENCE ELIZA J. KINGSTOI DB. DEED BOOK �0 / J///�i �_ / / / �~ 18gPt I , E �- 39 g.65 - o C1 �a �� � � O DB. 1878, PG. 660 / / / 1 .PIN - PCi. PAGE ^^' RgN/{f9 // / l / 14"DEC d / O / \ " -� - - - - - \ BANDONED I n / / / CC Off' / i' /�,> 3a - STRUCTURE n \ \ c \ / / \ 8" DES S 'TONE> 6 6) 8' / I q10 4�Si / 5 -472- - _ / 1 AN '\-®� ) ACSA ALBEMARLECOUNTYSERVICEAUTHORITY -/,� -/ / / /q R ��� c'V ROH CHAIN -LINK # EXCEPTION NUMBER REFERENCE o� / //�/////// �o / zs� / FENCE ��,a72- -® P t111ER X') ENS /ate a1 X s \ e9 \ SOIL BORE ti� 1 l /� o. / / /\$ $PECIFIC / Q� '� , .flo \\ , ' AROE� OOESS EASEM / B., /tea \ \ , /// / / SUB FACE PANT \IRON (S) CONTOUR INTERVAL = 1 \ �' C 12, /SP \ SD INLET W/GRATEOEP f1ON3 p8 7,PC''242 MHSA TOP=480.06' INV. IN=473.14 8" PVC (NW) INV. 1N=473.11' 6" PVC (SW) INV. OUT=473. 11'8" PVC MHS B TOP=476.77' INV. 1N=472.84' 6" PVC (SE) INV, IN=472.778"PVC(SW) INV. OUT=472.69' 18 RCP, " - _ = i 15 I N _k v TOP=470.43' ROH / /Ol�q/ /107, / / e i-4T6� i'i' / /i � / s„x 6" \\\" /NV /N=468 / n (ENT .) EX 20'ACSA (EN /N�c WOOD h \ _ 8" RCP -SWM) SANITARY SEWER IRON (F \ \ \ / B• / _ 90 D \ MHS EASEMENT - \ / /<O ROH ROI � / / ®/ / / /� 'i' / // / , / KY \\ .OUT= 8' 78" RCP INLET W/ M �Oe=472.49' OB. 899, PG. 327 // / // //�/ / / /� / H B, / / 8 T6/ / , 1 [[ / / S / SD CURB NL HD ( G) INV IN=466.19' 6" TC (SW) l �4 G' l/ // / i TOP 471.72' I \ N \ J DF IRON (FJ INV 1N=4�i6T 6" (SE) $q / /, / /[ / / 6"x61 l/ / 1ti i INV. OUT=466.29' TC - -- - (ENTR.J/ 465- �� ) / / / •� EACEPTION 17 / / �VOO o / \ // /A INV. 1N=466.52' 18"RCP I � - \ P / X 5 / / LSD INLET W/GRATE INV OUT=466.43'18"RCP MHS 4" ELEC. \ / / BOLLA D LSA /(Q // �1 / SD INLET W/GRATE 2.5'x 25' TOP=476. 07' NV IN=461. \ \ 19 S. / O 24p, ( ) / / 7 / ( J I *SET N INV. IN=461.24'8"PVC 8, � l / / l "Q' � �., / � TOP=474.53' SET ON TIMBERS STRUCTURE 'SURGED' (SW) \ INV. 1N=461.24' 8"PVC / 20f /NV. 1N=469.92'8"PVC MHS (SE) / METAL FEN' (�/"i / / INV. 1N=469.28'21"RCP TOP=471.88' \ l // / HT=50' F l `T R' / MHD INV. OUT=469.28'21'RCP INV. OUT=470.67' 12"CMP INV. OUT=469.778"PVC TOP=469.62'9,y � _ INV. OUT=461. 19'8"PVC S CO�C /� / (� ECI /lj ` /I ' // / TOP=475.4V INV. 1N=463.82'4"PVC TONE COL. / / (.y INV. 1N=463.30' 6" TC S " P `� a /� i / / / INV. IN=469.45'21"RCP (1.6'x >.6) I INV. OUT=463.09'6"TC \ MEITAC d'Kh(pp/ / I 14, POOL I / 8•• �/ � /� I / INV OUT=469.43'21"RCP I I ' 1d'/�• 60, / / / a- / l / / CONC: �Q Q, SO INLET W/ GRATE l / / / / �� 8" yl (2.5'_5) aO�y [� \ SHED / SEE / I I TOP=472.98' ^ _ _ - - /� V� w INV. 1N=469.63' 18"RCP SW 8'x 12' MH3 '8' � I -� Co.,CON . ! / _ _ f� / I ( ) //// //// ✓l / - / ���✓✓✓ATE INV. 1N=469.58'18"RCP (SE) EPTION 16 IVAt/LT / L- - / �1 SAN ,- INV. OUT=470.00'21"RCP 19 �¢ l / EX. SA m SEE MH$ A' - _====-_I 18'CP 13 TMP61M-3 l /y/ \ / /)HATER-LINEESML I /_ I I I /EX zo'ACSA O EX 20'ACSA WATERLINE M&H REALTY SEVEN, LLC OB. PG.-933 O� w A / -'=� WATER -LINE I /. f l `/ / ✓ / / /_ _ G _ �� - EASEMENT DB. 4572, PG. 157 I -� �\ \ �/ I EASEMENT DB. 850, PG. 368 /�/U� Q / ' _ _ _ _ OB. 903, PG, 374 P1 I D INLET W/ RATE TMP 61W-1-C-4 I/ I Q 1 / 1 I k Q S G 1 THE29GROUP,LLC 1�1 / (15+2Hc PAR /NG PAC S) 1 \ I I �O/ \ I (25'x25) DB. 5096, PG. 5>0 ll I II „/ // I I '\fir / \ \ \\ rOP=47795' / I 1 I 724' / \ INV. OUT=470.00' 18"RCP WALK I // 72.5' 72STONE COL. 3' PAVED STONE COL. iSA1 O / 12 1 / RAMP (1.5'x 1.5) - EX. 20'ACSA WATERLINE I I ( (MOTEL) 1 LEVEL STOOP EASEMENT TMP 61M 4 I I FRAME & STUCCO BUILDING ELEV=460.06' STB41100000 ps \ 1 > I / DB. 839, PG. 712 JAISHIV, LLC BLD,IVLEP (OFFICE& 100SERIES FIREWALL 8.2' I I r OB. 1572,PG. 543 ROOM NUMBERS) BLD EP Z� 1 CONC. CHIMNEY-)c 1 II p I /S/ I I (ENTR.) MAST SIGN: I l / I 0.8' STEPS A_ STONE COL. I \ I % `AT4� 'RED CARPET INN' I ) 723' OH ( ) 72,4' I / SD INLET W/GRATE Og`3 h I I �? ROH 72.5' (TYP. 15 x 1.5' S.4' / I I (2.5' x 2.5) P- 1 In I I � I I W I/ I I TOP=476.55' CONC. WALK BH 1g I h I I I INV. OUT=470.05' 18" RCP ll l l/ l 1 I a 8 0 'a I M/ / m -473 I SCALE 1"=30' 0 30' 60' 15VEPCO EASEMENT l l l D RB8" DE /' DEC l l l I A264 DB. 92Q PG. 609 / / (lb PARKING SPACES) /8 \F�9� / l l / - -472 - - I I (APPROXIMATE) % ll' -I 1- -�' - - n- I ,` l / / A2s4 b� /b$ \ OH ' J(q§ / OHP �-1 / BM- SPIKE m 2681' c; / Of - 8�'DEZ' l l / IRON (S) A2 I 1FLEV=485.03' '�� / (/ p -- - _ - - - _ // /i -/�' / / / l / RAMP _-_________= _ _____-- -- __- __ - `- - - - - - -=S3521'38"W 188.58,- - - �4Z5_ _ _ _ _ _ _S3520'15"W --------- ------ - ---- _ - ------------ ------------------------------ ----------- 30'SETBACK LINE C&G I� I HC 1 I � RAMP IRON (F) 16 C&G - D lIRON (S) SO CURB INLET WIMHO BENT DB. 899, PG. 333 9 FOR OW4-C-4 10 FROM ' E O 1.0' PECIFIED WIDTH POLE LINE EASEMENT FROM SET IRON UNS FOR VIRG/NIA ELECTRIC & POWER COMPANY DB. 284, PG. 271 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH RM 18 15' VEPCO EASEMENT DB. 920, PG. 609 (APPROXIMATE) 16 P.O.B. Oa - 10, P K/NG SETBACKLINE DB. 899, PG. 333 TOP=471.IV INV OUT=464.53' 18" RCP 18" RCP SO CURB INLET W/MHD TOP=469.38' INV. C/L BOT=445.89' 18" RCP '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 2 of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM 410wt-�LALTH pF `' O L1%:.1TF4\� N. SHON'ALTL•R Lic, No. 0402057151 03/21/2022 Ar N A 1. z O K U w 0 z O U) 0G I DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' J U 0C z UQ o > W z Z 1-4 0 p Lu w U LU J /� V w Z 1^..� I..L CO J �I Q ,^ / V 2 x U LU rMl JOB NO. 46555 SHEET NO. C2.1 L \ DB. 3662, P . 228 / I / I MON �F) / JI I I WIRE I'I I I l r l FENCE / \ / III 10 II \ I 20' PARK/NG \ �D/SH / SETBACKLINE TMP 6 NKARL -CA / II II I I i I — _ �_ ` — / l BENJAMIN KA RLMS CARL Y ERIN / DB. 4643, PG. 602 if //l l///Ill/�✓/i�'� � �-90\ CHAIN -LINK f I l l / / -• \\ FENCE LEGENDEl : REMOVE CONCRETE pF O��LALTfI s � REMOVE ASPHALT 1,REMOVE BLic, BUILDING (u%:,%TK.M.SH0W.ALTE No. 0402057151 REMOVE GRAVEL 03/21/2022 �Q', MILL &OVERLAY46 �� �W Ss/C)N A 1. ��C ]� REMOVE TREE TMP61W-1-C-1 II II I I ( I / / /, --`� — 11D�C� a r CHALLENGER WAY LLC \ \\ DB. 4783, PG. 672 1 / I I I I /1��,-V. /// EL .__..�.�: )" \� \� \� / 50'SETBACKLINE // I ^ J / / / _ . ... 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OUT=470.05' 18"RCP l.• 159 L \ DB. 3662, P . 228 / I MON eF) / /III 1 1 1 WIRE I' I III I / I FENCE / \ / Ir�111 III I \ 20c 1 1 1 I(Z) / I \ I 20' PARKING \ I I �/ SETBACKLINE TMP61M-1-23 DISH / \ I/III l BENJAMINKARL & CARLYERIN If I I I/ - / SAMS - / DB. 4643, PG. 602 ', \ CHAIN -LINK FENCE / TMP61W-1-C-1 CHALLENGER WAYLLC DB. 4783, PG. 672 50'SETBACK LINE (FROM BERKELEY 6 TMP 61M-1-22 / / / SUBDIVISION) 18 \ r / / / 1 / / / / \ C \\fir / DB. 899, PG. 333 Od 106 COMMONWEAL TH l Z`l X 1 �h / / / i-�I / �v �S(iP LY ` VA / CIRCLE, LLC £LF r �-\DB. 5141, PG. 638 " / FENCE d - / PPLY ELEC. N6 \ So `�AS2IL 2: THOMAS M & PAULA DALY / \ l TMP61W-1-C-6 IRO 1 / l l \ /T HAUGHEY, TRUSTEES / l �Tq / DB. 3425, PG. 126 / THE 29GROUP, LLC / Y l '/ / I \ �) DB. 5448, PG. 13 1/ BH IRON (FIJ / / . , � / / / I \ \ \ \ � � ' \ CHAIN -LINK/ �OQ FENCE TMP 61M-1-20 / CASTULO GAITAN /l l l / / .� / / � 7 I l l � / / / I - - - - \\' � / , \ DB. 5351, PG. 65 / 5' SETBACK TMP61W-1-C-2 /�b�/O/�/ l l // .r.�:+`-' \C�✓ THE 29 GROUP, LLC DB. 5448, PG. 13 L I\`` % l TMP61M-1-19 /EXISTING INLET F _ �I- ���p \\ \ �95. WIRE GEORGEANDERSON , / FENCE ELIZA✓. K/NGSTOI 125 LF OF UNDERGROUND - � \ x0 REMAIN �- �� � 65' i o / _ / \ Cy - ` � �\ / / O o / r 1 \\ _ 3 108. i DEC J - - �IFIs STORAGE PIPE I 8'W _q� ^' IRpN/(f9/ - - - _ a DB. 1878, PG. 660 - _� - �� c J8, no \ \ABANDONED I � � � � / CHAIN -LINK , N / 1 ( �' 1 \ \ �`\` \ FENCE C ,a72— o N11ER T' P GELX� SEMENT CGESS EA \ C.J / /// / / C w, _ _ 5 50' A \IRON (S) TMPGROU , L ///�///j�/' // / % _ / / - lgPq'� SDINLETW/GRATE OEPTION Z T THE29GROUP,LLC /////// /`�,' / b-'.-����. \ :'.- � / / / :Y' I ` (3 .9) - DB. 5448, PG. 13 //// ///,�/r\'� / /- \ 7 / / / \\�-18"RCP, - - _ = i 15 / 6"x 6" Q\\ - _ TOP 470.43' (ENT EX 20'ACSA (ENTR.J - \ INV. lN- �G468 /-13' ) - // // �// / / / / / / ^2 _/ i / WOOD '\ \ - 8" RCP 5'WM) SANITARY SEWER IRON (F \ \ \ / \ b / BOLD \ MHS EASEMENT / // / /i \\ DUT= 8'18'"RCP QC_DB. BH // / /f / / / / /(TYP.) ( ) INV 1N-46619'6"TC SWPG. 327 i \ SD CURB INLET W/MHD G 18" HDPE PIP! (30'x33J I ( ) \ IRON(F) TOP 47>72' INV IN 4�6,7'6"(SE) S.q4� INV 1N=466.52' 18"RCP INV OUT=46629'�TC _ _ I- - - - (ENTR.)i65- \ / INV. OUT=466.43' 18" RCP MHS 4 "" MHS B„ \ / TOP=469.54' \ \ 8" HDPE PIPE / / TOP=476.07' STRUCTURE 'SURGED' INV 1N=461.24'8"PVC (SW) 20f / INV. 1N=469.92' 8"PVC MHS ( ) INV. IN 461.24' 8"PVC SE 24" YARD \ 7 INV. OUT=469.778"PVC TOP=469.62' INV OUT=461.19'8"PVC Sq T 15" YARD DRAIN TYP MHD ti\ DRAIN (TYP) ) TOP=47541' INV. IN 463.82'4"PVC INV. IN=469.45'21"RCP NO .30'6"TC(S INV UT /,//, / / ✓_ l < ,. X\ _ r L _ ,;(- / /� x I INV OUT=469.43'21"RCP V.l 6463.09'6"TC 9/lij / I I ���// / / / ,y - ' 7 �, I / , / I 1 / 13 TMP 61M-3 l 1 1 /1 // G / W ` \ \ Y EX 20'ACSA EX 20'ACSA WATERLINE M&H REALTY SEVEN, LLC Ill,// / \ / L 1 wnTER-LINE EASEMENT DB, 4572,PG. 157 DBS9 3, PG. 374 OB. 850, PG. 368 TMP 61W-1-C-a'/� / 11 THE 29GROUP, LLC I 'A I , --� - - - - 1 - - 12" H E PI INq \ DB. 5096, PG. 510 \Z 12 / /ry"� W EX 20'ACSA WATERLINE (/ /%(! r' C I J II I I I I I �� / yl EASEMENT TMP 61M-4 _ \ I I I>\ rl/ r DB. 839, PG. 712 JA/SHIV, LLC I DB. 1572, PG. 543 5'SETB (ENTR.) 4, 7f LL - - - -B - llli�l �r BH - - - - ; I o --� 1 H -473 I g 0 15 VEPCO EASEMENT DB. 920, PG. 609 6 (APPROXIMATEE) A264 — b —� — — N b / 6HP�N� Y�(ggq//// A l l BM -SPIKE 2681' -/_ \ 1 / �LEV=485_03' / �- - - _ - - - UGP _ -- ___ — —_ —_— HP-— •-_� — — — _ — _�_ 480� 3 IRON (sue.. --- _ _ -_. - - — _ _,—_ - Ao �o� = a---- - - - - -- - - - ------ ---- - - -- -- - - - - - - - --_-----_-- - - - - - — = S35 21'38"W 188.58' _ _ —_ _ _' 4Z5- _ - - S_35 20'15"W 110.00'ma — L—_ — _ _ — _----- _ _ _ --- - — — _ --- —------- —------- --- ---- - - -- ---_____ — c C&G IRON (S) 16 IRON (F) 30'SETBACKLINE 1E C&G DB. 899, PG. 333 O BENT 8 0 9 18 Ob FOR 61W-1-Ca 10 15' VEPCO EASEMENT P.O.B. Oa S 44.32' E, 1.0" UNSPECIFIED WIDTH POLE LINE EASEMENT FROM senRON DB. 920, PG. 609 10' P KING `I FOR VIRGINIA ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACKLINE DB. 284, PG, 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W - -472 I - - - I 2682' I I IRON (S) I \I I I He I RAMP HC I I \ -RAMP SO CURB INLET W/MHD TOP=471.11' INV OUT=464.53' 18"RCP _ )JELL _ 18"RCP SD CURB INLET W/MHD TOP=469.38' INV. C/L BOT=445.89' 18" RCP 4.�Q��L:\LTy � 1 v : uN.1T1 \N N. SHON'ALTL'R v hc, No, 0402057151 03/2112022 C kvs/r1NAI M E O � O N UI N C > E w ° E < V , 3 Q LL 3 o w o w 0 m < W L M J U W J —ul N R U W w m zFx 3' i 0 Q v ti = N N = U > F Q cm O N UI � � M a� �H N Z 0 w Q DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' Q Lu a J U Q � z UQ� > w z 1__qU< �z W W Q �C w z Q Q U J Q Q LLI O JOB NO. 46555 SHEET NO. 110 L SCALE V=30' 0 30' 60' �490-� 1 , [,.xLTypF`'� CHAIN -LINK FENCE / TMP 61 W-1-C-1 G Tp CHALLENGER WAY LLCDB. 4783, PG. 672 : UX.1TH.\\ N. SHON'AL1TR I III I / / / / \ \ \ \. k \ / / hc, No. 0401-057151 -3 03/21/2022 �4' /()NA1. Gl� / / / I I gyp• " / / / �'� - , / / -`` 50'SETBACKLINE / / \ \ TMP61M-1-22 l I / � / _ (FROM BERKELEY / l/ / / _ \�\48S / SUBDIVISION) 106 COMMONWEALTH / ,,., I_ CIRCLE, LLC 0 O8 . 899. PG. 333 rn / / l / / I I `/ / / / / / , � ` \ ` \ \ \ \ ♦ DB. 5141, PG. 638 N c / / ct5 / / // I\\ \\ \\�\\� / / / 8 \�\z w ai E CHAIN -LINK / QLL 1; 3 I% / / / / /� \\ \ \ �\ FENCE, p LL o \ ll ll ll W00D l I / / // \ \ \ \ d W U W Z / l FENCE/ / \ N d \ _ z Lu - TMP 61M-1-21 LL w \24" \ ` \ THOMAS M. & PAULA DALY o Q = 0 HAUGHEY, TRUSTEES Ln = v ry z `7� /T DB. 3425, PG. 126 x V > m O TMP 61W-1-C-6/k0 ! \ \ \ - - - \ OT9` o in THE 29GROUP, LLC l / / l / / / , \ - - \ f "� w DB. 5448, PG. 13 / / / l / 1 , /\ \ \ / M cl� 12" DEC 00 ac 483.44' 483.18' b T-gON(F)/ / 483 48q / m \ \ . p WINDOW \ w w 482.60 �/ / / I / WELL \ /I \I \ \e _ \ \4��' u o 481.96' / 1 .q�/ (MOTEL) 1 LEVEL _ FRAME & STUCCO BUILDING A \ / , / / ' \� - RMOR - - - \� \ / \ 200 SERIES \ \ > DATE � 482 // 0 8" ROOM NUMBERS) l / // / / ', - - - _ _ _ _ - - - \ \\ \ j 0312112022 O � SIW R%SERSTR\ \ \�\ \ } DRAWN BY r/ I/ / Doti // F SETBACK /�0/ / / / \+ as p / a� / / / / , / T0,0 472.9s' \ \ \ \\ A. MABEE n / / / INV =% 0.83' ` \ TMP 61 W-1-C-2 / / / / -i 10" (o /�%/ / / / / / / / / / / / / 481.50' / / `l' I / / SD OUTILEIr / INV.- 68.36110"0 NING% \ THE 29 GROUP, LLC /// // / L) �`' / / / I > INV=468.36\f0"O�IFIC �\ \ ` • DESIGNED BY DB. 5448, PG. 13 / / / / / / / / 481.65 D / / / / r / , 7 .� I INV. OUT-4614.49' I8" RCP 1 . / / INV=g68/71' 1 RdP 1 _ i a cbry astae' / 481.0s' �� / l \ l l �\ J \ I / • J. SHOWALTER //// "Ib \ / / /�4 / // � \ \ \ \ \i�-'� ,\ \\ \ I, �� -470- J _ _ // // / • CHECKED BY \, 12„B SIpNN/ / // 84 HVACUNIT ¢7 / b$0 ' / / /�\ \ \ \ ; \ - _ _ _ (EXCEPDOp s _ - - - - ^h/ l • • J. SHOWALTER '/ �/ // /� / / 481.48' / / 4g? / / l \ / i �/� i \ \ _ b i • 6,� f i' ' - - J&BN \O r/ l 481.41 / / / 4$� l `i8' �15/'PINE L / iii // \ \ N � � ` - - %�)- � SCALE 3 O� 0 \ GND ROH / - / i i i - _ i • 1 =ZO �74' 461.03' /�^ / 4jg / / 11%l IAVE -n - 18'-DEEC • o,(P% EX GND / dry/ / ' �i// �'' ii'/ _ -�'------ - - -�- 1 478.98' // \r GP �' i4 �N�B" // / / / / a `O� \/ jj l ( / ROH� ZiR/i , i' i i� ' SP -472- A 4 .27' / \ \ _\ _ _i i, /i � � - - � / 15"DEC L5A-l' / // \ i'r.�' / O _ FFE=481.76' A ' \ ` // s�6.s9✓/ 9 z4 / / �- /' , -a72- pFtEM T \ \ f �� ' pARCE\" Xi SSEASEMEN �d 475.83 \ 8"DEC�i i / i G -\ Pa 50• ACGE 10 '�> \ ji/ / i i ii' \\ S ® 1&25 242 / /ice% II, _ \\CEpT10N g.797,PU TMPG OUP, 3 // j/// / // / 477 -'-' ��� "j �r / _ _ �Z"�' SDINLETW/GRATE -/ THE 29 GROUP, LLC / , / / /, / �p q� - - - DB. 5448, PG. 13 (3.0'x3.3) TOP=470,43- ,INV.-IN=468.60'12"CMP (S) 6"x 6" INV. IN=46766' 18"RCP N, SWM (ENTR.) I,f -476_ �'l6i i / , , WOOD V \' INOUT-46728' 18" C'-`` / \ \ O� / s / -i�_ S p f� , BOLLARD Lu J CONVERT O ING %YP') - MHs a \ TOP=472.49' SD CURB INLET W/ MHD (SAG) Lu RATS ANHOLE ' 0 (3.0'x3.3' INv.lN=466.19'6' , / ) INV IN=466.67' 6 V c Ike \ 1 h / / '� TOP SET TO RON (F) TOP=471.72' IINV OUT=466.29 / INV OUT=4.52' 18"RCP 477. / / POSED GRADE Q /. / 475.70' I / i / TC / / \' / / b1`L INV OUT=466.43' 18" RCP z � �� / �/// / a zaz� /� SDINLET W/GRATE MHS 2 I / \ �y INLETice W/GRATE 25'x25' (1.Tx1.7') Q /,/ / \ 477-36' / / Q /// / / SP J / / / ( ) 'SET ON TIM ERS STRUCTU > / / tuff- 74.53' TOP=471.88' ,` INV. OUT=469.28'21"RCP INV. OUT= INV. LN=46 40 l 1N-469.28'21"RCP 80.90' I v / \ � / � INV OUT=47 .6T 12" CMP / 475.45' / / 1' 1473.11' / Lu Ni / / / // HD / / / \ / / , / / a� I/ TOP=47541' W Q FF=481.76' / .52' , 12" NYLOPLAST / / , / I INV 1N=469.45'21"RCP J , n 1 , / INV OUT=469.43'21"RCP CC V FFE=481.76'4 / BASIN (T PS�\ i 480.90' /, // P� ///� I Lu Q 7 480.32' 79.233' / / / // / ^P �I i / 0Q �j / W Z _ _ _ 112 110 qh // \ S E ^ / �� /� �� p (D LE W/GRATE LL Q Q 481.84 i L - - - 4 .35 - _ - 4 / /� W IN .IN-46�.58'18"RCP(SE) / / 4 0.98' I 476.33' / mot- ( ) T�'I , / / / / G / - /- - - - - - _ _ - 480.63' 1 _ - �176.18' / / N j. I \ \ / lOG UT �70.00' 21"RCP ( 1 l I (p N�} I l I / / / asz�a 481 / 480 479 478 477 \ / / 1 I I - / _ TMP 61M-3 v ,--'ii'---y_ I I X20'ACSA EX. 20'ACSA WATERLINE M& DBE4572, PG. 15ALTYSEVEN LLC I Lu r' V) 483 d81 \ p 1 / / WATER -LINE TER -LINE EASEMENT / ��/ / / DB. 850, PG. 368 _ I,/1 48q b. b \ / 1 / \ / EASEMENT O h I / / _ i _ L - - - _ - - - - _ - / DB. 903, PG. 374 allllV I ///r-� / o / --- o -___-�- - - - - - - - 1 /� SANITA�Y SEWER CONNECTION; D/INLETW/GRATE ` ADJUST TOP S REQUIRED TO MTGIH / Q 2.5'x 2.5J PROPOSED AD� QG/ \ P=47795' � ^/ �/ \\ \ I K OUT=470.00' 18"RCP / I It �1/ J CONC. WALK 72.4' 1 i 725' 72.3' / / SA \ STONE COL. / \ ' STONE COL. (1.5x1.5) I /// n.5•x1.5J 1 v // l 1 AI EX 20'ACSA WATERLINE (MOTEL) 1 LEVEL 0.75' I I I I 1 /\ NT TMP61M-4 OBSB 9EPG. 712 JA SHIV, LLC FRAME & STUCCO BUILDING STOOP ELEv=4s0.0s' C Nc / ? I / - O8. 1572, PG. 543 BLDS EP (OROOMNUMBERS) SERIES I 1 ST I \ , E� FIREWALL 8.2' - // BLDS EP I /S/ 1 JOB NO. CHIMNEY r I I I (ENTR.) SCALE 1"=20' CONC.}sZ' I- \ r 46555 / in �' 8' \ STEPS 4� STONE COL. I I I / {, SD INLET W/ GRATE 0 20' 40' I MAST SIGN.' I I / m 22JJ (1.5'x 1.5') 5•t�' I I SHEET NO. r CARPET INN' I I / / �1' ROH SG 72.5' (TYP.) 72.3' ROH 72.4' 1 I / / (2.5'x 2.5) TOP=476.55' /"'5. 1 I I I / I I INV. OUT=470.05' 18"RCP l.• 0 d 0 3 c 0- O o � n0 Iu n d0 am 6 c m E o a C m D O O 3 Z Z m O � � a Q§ o. m m 7 y N X C 0.0 m c E `o 0 m o � a c M 10 a 0 N 0 c C m C � o C p W n o N d d .E L TMP 61 W-1-C-4 THE 29GROUP, LLC OB. 5096, PG. 510 TMP 61 W- I -C-3 THE 29 GROUP, LLC DB. 5448, PG. 13 TMP 61 W-1-C-2 THE 29 GROUP, LLC DB. 5448, PG. 13 00 > • TMP 61 W-1-C-1 CHALLENGER WAYLLC DB. 4783, PG. 672 TMP 61 W-1-C-6 THE 29GROUP, LLC DB. 5448, PG. 13 5' SETBACK— //....... i DB. 3662, PG. 228 • h ao, (7) ULM ALL. • • (7) JUN EAS (13) CRY JAP (2) QUE PHE • j f (5) QUE BIC--,,, a (2) BET HER PARKING LOT #1 (10) ILE WIN (2) QUE PHE PROPOSED BUILDING (1) ULM ALL �' PARKING LOT #2 (2) QUE B (3) QUE P (35) ILE If` + (1) BET HER (7) ULM ALL (8) COR FLO (4) CER CAN (9) ACE BUE S E M I N O L E T R A I L • (10) ILE WIN N-i 1, d PROPOSED BUILDING (3) PLA ACE \ v F 51 SETBI 44' II TMP 61M-1-23 BENJAMINKARL & CARLYERIN SAMS DB. 4643, PG. 602 w (7) ILE AME (10) MAG GRA (9) JUN EAS TMP 61M-1-22 106 COMMONWEAL Ti CIRCLE, LLC DB. 5141, PG, 638 PROPOSED BUILDING 470- - 1 .- 475" (4) PLA ACE an C'RC R ------ --- (4) PLA ACE '- h TMP 61 M-4 JAISHIV, LLC DB. 1572, PG. 543 TMP 61 M-3 M&H REALTY SEVEN, LLC DB. 4572, PG. 157 (7) ILE AME/ (10) CRY JAP i TMP 61M-1-20 CASTULO GAITAN DB. 5351, PG. 65 PLANT KEY TREES BOTANICAL NAME ACE BUE ACER BUERGERIANUM BET HER BETULA NIGRA'HERITAGE' PLA ACE PLATANUS X ACERIFOLIA QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' EVERGREEN TREES BOTANICAL NAME CRY JAP CRYPTOMERIA JAPONICA ILE AME ILEX OPACA JUN EAS JUNIPERUS VIRGINIANA MAG GRA MAGNOLIA GRANDIFLORA FLOWERING ORNAMENTAL TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA TMP61M-1-19 GEORGEANDERSON OR ELIZA J. KINGSTON DB. 1878, PG. 660 dK W. HA III Wo. 14 03/21 /2022 M E O O � N UI N C Q � > E ° E w y 3 < w w a o 3 owo — W L M Q J U w Z w i —in O a FA a 0 W 4 w M Z H � K � 30�¢ U w V)x =N z O_ =U> F c Ln 00 N � M � 00 O x c� 0 H 0 w w w S Q Q c� z O cn DATE 0 0312112022 } DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY F. HANCOCK • • SCALE 1"=30' \ � J \s SCALE 1"=30' 0 30' 60' J UQw > Q } U W~ Hq O w �Z Wct� Q Q m J a— J J Q Q Lu U o Q JOB NO. 46555 SHEET NO. L1.0 L r a:a usw0000-Idr+,n_rremier_araciewvw�aneecwuw0000-Ius-LIA rRAOL -I LAIVUOUAM rv+rv.owg I rioaeo on,vcututt -i:_i i rm I oy roses Kaunner I � I I y I � T \ do — i U Cb �co ImoA 00 00 A co 460 \\ Ujm� 02 A 01 W A v� vm mA� n wo,/ I n i \ _ - _ m y mad x \ ° - co v o� mad z° r r a - t0 v _m \���� �k�— —485� r i 0 A00 Q Q m — a86 C- A CD G) v I �II — �T-----I_.*_ --— - AX�v a —I I/ M I ZX p� �p 484.. A V A A N D r- mz i I i 441 v I v�> a�� �� /� 0A / 0 rn N �v I I� vvvv m vvv xcn vvA —� (v vv / %I�QvC� C6 \ v k\y 3 C) o r I 2m �') aro r 41 II no DO tima / �m�� ma TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com m z A C D m -o m m W n m � Z m F W C O 0 W D m m D m z 0 n n z I D D fn r/f D n r- A -0 W 3 O m 0 3 m r 0 m D 0 D C r m m O N O`� ?3 0 3 o DATE REVISION DESCRIPTION I•m o TJACH PREMIER CIRCLE rN a m AA� AA N n n n o ALBEMARLE COUNTY, VA N i n o= m= z N m o PHASE 1 LANDSCAPE PLAN A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. INSTALL SHRUBS SO THAT TPA TOP OF THE ROOTBALL IS P THE SAME GRADE P ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK 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. PRUNE SUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL _ 3 X ROOTBALL -I DIAMETER EVERGREEN TREE - STAKING SPECIFIED NOT TO SCALE 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 PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 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 CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT MOM, _41111A yr�y,'3?E�/►w� Jf �'� = • • • we .• • -I I ••A A I:• PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL ACE BUE 9 ACER BUERGERIANUM TRIDENT MAPLE 3.5" CAL. B&B 250SF 2,250SF BET HER 3 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 464SF 1,392SF PLA ACE 11 PLATANUS X ACERIFOLIA LONDON PLANE TREE 3.5" CAL. B&B 479SF 5,269SF QUE BIC 7 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 339SF 2,373SF QUE PHE 17 1 QUERCUS PHELLOS I WILLOW OAK 2.5" CAL. JB&B 1419SF 2,933SF ULM ALL 118 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. JB&B 1423SF 7,614SF =21,831SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL CRYJAP 23 CRYPTOMERIAJAPONICA JAPANESE CEDAR 6'-8'HT. B&B 150SF 3,450SF ILE AME 14 ILEX OPACA AMERICAN HOLLY 6'-8' HT. B&B 82SF 1,148SF JUN EAS 16 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6'-8' HT. B&B 32SF 512SF MAG GRA 10 MAGNOLIA GRANDI FLORA SOUTHERN MAGNOLIA 6'-8' HT. B&B 82SF 820SF =5,930SF FLOWERING ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL CER CAN 4 CERCIS CANADENSIS EASTERN REDBUD 1.5" CAL. B&B 124SF 496SF COR FLO 8 CORNUS FLORIDA FLOWERING DOGWOOD 1.5" CAL. B&B 124SF 992SF =1,488S F SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE INK 35 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER ILE WIN 20 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER =29,249SF STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 298.58 LF 1 LG TREE PER 35 LF 298.58/35 = 8.53 9 LG TREES 9 LG TREES PREMIER CIRCLE 444.29 LF 1 LG TREE PER 40 LF 444.29/40 = 11.1 12 LG TREES 12 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 35,540 SF 35,540 x .05 = 1,777 SF 1,777 SF 2,021 SF AREA PARKING LOT #2 5% GROSS PARKING 20,633 SF 20,633 x .05 = 1,032 SF 1,032 SF 1,165 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 55 PARKING SPACES 106/10 = 10.6 11 LG. OR MED. SHADE 11 LARGE SHADE PER 10 PARKING SPACES TREES TREES PARKING LOT #2 1 LG. OR 1 MED. SHADE TREE 58 PARKING SPACES 58/10 = 5.8 6 LG. OR MED. SHADE 6 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 3.75 AC (GROSS SITE 10% COVER 3.75 AC x .1 = 0.375 AC 16,330 SF 29,249 SF AREA) = 16,329.86 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. GENERAL NOTES PRE -CONSTRUCTION • 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 SEWERIWATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • 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. • 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 LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT 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" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • 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. • 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 LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE 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. • 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. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. dK W. HA III o. 14 03/21 /2022 M E 0 0 rn u N UI N ¢o > E w ° E y < w w 3 ¢ LL 3 o LL o W L M d J U W J —u � N � U W °1 Mr ?j0 )x J LL Ln i N F ¢ . C o O N � M a� 00 J vi CC M O x c� 0 x H 0 w _w U ¢ z O 0 0 r am O ad 0 w Q 0 DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A V) J LU W U U< Lu LU ~ Z O 7 LU W J Q Q � w U ^ LL m J Q (n Q 2 Q U Q J LU O JOB NO. 46555 SHEET NO. L2.0 NOT TO SCALE L INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS A THE SAME GRADE.A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP Y3 OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE. OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOPY3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE VITA 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 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE 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 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PLANT SCHEDULE TREES QTY 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 2 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 I QTY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT ILE WIN 15 1 ILEX VERTICILLATA 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 11,050 SF 11,050 x .05 = 552.5 SF 553 SF 600 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 G. 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. GENERAL NOTES PRE -CONSTRUCTION • 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 SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • 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. • 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 LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT 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" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • 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. • 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 LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE 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. • 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. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. dK W. 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CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com Q to ro 0 to n 0 C 0 Vo n h ri N G H G n H H rororra a a w K rt ct hi fi x Pr0 r 0 0 w N r p p d p p m W W (D to Ii K H H H H w r r r r H n n n n (D (D (D (D n7 d 0 0 o 0 p n N o�ow�q m H P m X W O H OO,y m r 4 ° a rt (D rn n N O N N p (D a rr K rp m m m m r Gnaw Nw H to cn En co w r r r n xwww w I p W m (D 0 (D M N iq n � x m ( r* r r r r o n m cn to (D H H H H (L �Sro N r r r r o [J � 0 I O I 0 I 0 I r r r r r I r I r I r 1 H H H H H H H H r r r r N kJ W N $ H 1 I I I Q Q C C C C I H 3 3H W W I I w w o 0 O O I I I I J J O O o o n C] n',17 :0 '7J H H I I tota�dx N N I I I FI FI H t t r O N O`� ?3 0 3 o DATE REVISION DESCRIPTION �m o TJACH PREMIER CIRCLE rN a= A A N n n cf z IM o ALBEMARLE COUNTY, VA w n o = m = z N m o 0 0 Z Z m o `n OVERALL LIGHTING AND PHOTOMETRIC PLAN These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. r S:\103\46555-TJACH_Premier_Circle\DWG\Sheet\CD\46555-103-L3.1 PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN.dwg I Plotted on 3/21/20221:07 PM I by Miles Rachner I y I � Z m �i �co 000 00 m w� Q A / co ern' N3 �c) .O* O 4. �• ,� O .Ox Z _ O � co Ij vv m x in z ti - ' ti ti 9 E o, moo* \ \ 0< -� 1 I '---- 5 cox q Q •w* E tix .S. \ - - __, _ _ _- -_Cn -' ' � '!' 1. 4, � � rn 0 CD 5x z ti, tix 0 — \; .tix � , , ti* 5 � , 0 • �* � � 4 6 / ti ti* 6°' 4,* tix ti ti* ti* � 5 �* e* " a tix / � � � o .'LI � ti C)' 0IQ J/ 4 III I / ,.4,* 6 1 // �•'L.a \. c>xco I \ \ •qx 00* 4` /�4I'wA 8 / ti E* �.QIVII* ti* a \ .q .O* �� �/ / / //x' � ZI .` -- �� .O,\ - — I I • � � � V o � � ,� ,rn • �* / �x ti �`4 ��o* o -� �� I l l / �r / / � l .o o .ti n - gyp* �� C3 c p +4 / �� _�� •o* �__ri �, _ o --dv p*� w o �� o* � � �� i l / o,� rn • cn z m // Q� VAA V TIMMONS GROUP .•-':'•. THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com m r H 0 L'J L'J L`J m 0 n H H H H '0 m m rn co co t� a W N w t7 x x M H mmrncn w H H. H. ry n p p xw Q w a I H H H p tnm m m� r) x m rt rrrrt7 H H H H VI rt H- r r r r o to to n tv or7orI H H H H m cnmto I I t co m W m H H H H I I tI N cn r3 W N cCl- ccc I I O O 3 3 I I W W W W O O O O I I J J J J O O Ooc� n n C) 7J 71 xl jJ H H H H I I ttl b1 trd td N N N N I I H r r r O N zk ?3 0 3 o DATE REVISION DESCRIPTION t•m o TJACH PREMIER CIRCLE rN a m A� A N n n cf z o ALBEMARLE COUNTY, VA N r- n o= m= z N m o PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. Catalog#: MRM-LED-I8L-SIL-2-UNV-DIM-30-70CRI-BRZ-IL Project: PREMIERCIRCLE 0 Prepared By: Date: Type: S2H Mirada Medium (MRM) Outdoor LED Area Light 1 PE e®w IP66 IK08 1. • Lumen Package 7.000 - 48,000 Wattage Range 48-401 Efficacy Range (LPW) 117 -160 Weight Ibs(kg) 30 (13.6) FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide Performance Photometrlf Dimensions Construction Electrical Installation • Rugged die-cast aluminum housing 99 9programmable • High-performance ro rammable driver • Designed to mount to square or round 9 q contains factory prewired driver and optical features over -voltage, under -voltage, short- poles. unit. Cast aluminum wiring access door circuit and over temperature protection. . A single fastener secures the hinged door, 9 9 located underneath. Custom lumen and wattage packages underneath the housing and provides • Designed to mount to square or round available. quick & easy access to the electrical poles. • 0-10V dimming (10%-100%) standard. compartment. • Fixtures are finished with LSI's DuraGrlp' a Standard Universal Voltage (120-277 Vac) •Included terminal block accepts up to 12 ga. polyester powder coat finishing process. Input 50/60 Hz or optional High Voltage The DuraGrip finish withstands extreme (347-480 Vac). wire. • Utilizes LSI's traditional 3" drill pattern B3 weather changes without cracking or • L80 Calculated Life: >100k Hours (See for easy fastening of LSI products. (See peeling. Other standard LSI finishes Lumen Maintenance on Page 5) drawing on page 9) available. Consult factory. • Total harmonic distortion: <20% • Shipping weight: 37 Ibs in carton. • Operating temperature: -400C to +50°C Warranty Optical System (-40°F to +122°F). 42Land 48L lumen . LSI LED Fixtures carry a 5-year warranty. packages rated to +40 C. • State -of -the -Art one piece silicone optic • Power factor: >.90 Listings sheet delivers industry leading optical • Input power stays constant over life. • Listed to UL 1598 and UL 8750. control with an integrated gasket to provide a Field replaceable 1OkV surge protection • Meets Buy American Act requirements. IP66 rated sealed optical chamber In 1 device meets a minimum Category C Low • IDA compliant; with 3000K color component. operation (per ANSI/IEEE C62AL2). temperature selection. • Proprietary silicone refractor optics provide • Hlgh-efficacy LEDs mounted to metal -core • Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in IES circuit board to maximize heat dissipation qualification information. Types 2, 3, SW, FT, FTA and AM. •Components are fully encased in potting . Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver •IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with. FCC standards. Driver and • 3G rated for ANSI C136.31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium' (DLC) qualified • Available in SOOOK 4000K and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also • Optional integral passive infrared may be DLC qualified. Please check the DLC Available in Phosphor Converted Amber p BluetoothTM motion and photocell Qualified Products List at www.designlights. with Peak intensity at 610nm. sensor (see page 9 for more details). org/QPL to confirm which versions are • Minimum CRI of 70. Fixtures operate independently and can qualified. • Integral louver (IL) and house -side shield be commissioned via IDS or Android • Patented Silicone Optics (US Patent NO. <IH) options available for improved configuration app g 10,816365 B2) backlight control without sacrificing street • L51's AirLinkTM wireless control system IK08 rated luminiare per IEC 66262 side performance. See page 3 for more options reduce energy and maintenance P 9Y mechanical impact code p details. costs while optimizing light quality 24/7. Specifications and dimensions subject to (see page 9 for more details). change without notice. 10 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links [rYPICAL ORDER EXAMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire UpM Lumen LiOM Prefix Soume Padmge Ouigm Dlkibukn OdwmMIF VollaM Driver MRM Mirada LLO 7L-7,000Ims SIL Silicoce gType2 (blank) -standard NEI Universe] Voltage (120-277V) GM U1OV Dimming(0-10%) 9L-9,0001ms 3 -Type 3 L- Optics rotatatl left goo HV-High Voltage(347-48OV) 188,000Ims L-12,000Ims 18L 1 SW-Type5Wde R- Optics rotated right 90° 2 24,000Ims FT- Forward Throw 30L-30,0001ms FTA-Forward Throw Automotive 36L-36,0001ms 42L - 42,000 Ims AM- Automotive Meduandise 48L-46D001ms Custom Lumen packages' Color Temp Color Rendering Finish OPUMM 50-5,000 OCT F70CRIJ 70 CRI BLK - Black IMankl - None 40-4,000 OCT BR2 Dark BMW 13 00 3,000 OCT CMG -Gun Must Gray III - Integral Houseside Shield' a IL Integral Louver (Sharp Spill Light Cutoff) AMB- Phosphor Conversed AmroN GPf- Mill M8V-MelnliC Silver PLP- Platinum Plus SVG -Min Verde Green WHT - White Controls Crook One) ) iBlsnkl -None Stand -Alone Colltrom Lutron Limelight Controls ENT-0-1Ov Dimming leads extended to hour ¢donor LLC-LimeU htl nl Wreless Radio Control LuINW Wirelmc C011trgls SYslem g 9 g nteg OY Wimimcenkal$ Sntapse Control System CR7P- 7 Pin Control Receptacle ANSI 0136.41 LLCS7- Limelight integral Winless Radio Control and FIR Motion/ IMSBTf- Integral BluelooUlTM Motion and Phomcell Sensor Daylight Sensor by Lutron 8-15' mt height` ALSCH - Ainink Synapse Control System Host /Sallelite' (8-24' MH)a LLC82-Limelight Integral Well Radio Control and FIR Motion/ ALSCS02-Ainink Synapse with 12-20'Motion Sensor Synaps System IMSBT2-Integral Bluemmhn" Motion and Photocell Sensor Daylight Sensor by LWhen 16.30'tat height` ALSCH902-AirLinkSynapm Control System Host/Sareliter with 12-21)? Motion Sensors (2540'MHy LLCSS- Limelight Integral Wireless Radio Control and PIR WON/ ALSCS04-Airl-ink Synapse Control System with 2040' Motion Sensor Daylight Sensor by Lutron 31-40'tat heighN ALSCHSM-Ainink Synapse Control System Host /Satelb with 2040'Mation Senors Motion TMPhomgells Al0CS1-Ainink Blue Wireless Motion &Photo Sensor Controller(8-24'moundng height) PCn20-120V ALIBCS2-Ainink Blue Wireless Motion& Photo Sensor Controller(2640'mounting height) PCI208-2T7-208-277V PCI347-347V Accessory Ordering Information' Comtml$ Atemodm DMiptioe Omer Numb ns PC120 Photamll tar m with CR71ioption (120vla 122514 PC208-277 Photocell for use with OoP union(208V, 2401, 277%T 122515 Twlet Lack Pholocell (347V) for use with CR71P 0 122516 Twat Lack Pholocell (480t)tar um win 07P• 122510D ArUnk 5 ten Twist Lack Controller r 661409 AILnk 7 ten Twist Lockconuoks a 661410 PMOS24-24V Pole -Mounted Ocamunq Sensor (24V) 063284CLR Starting Cap for use with CR7P 149328 Ming Optical" Omalptlor Order NUMW Single Fusing (120V) See Fusing Aceessory Guide Single Fusing (277V) Double Fusing (20811, 24m) Double Full(480V) Double Fusing (34M Shlsidlrag options p Mlada Small See Shield no Guide Mireda Medium Mirada Wipe tuns Medium Zone lame Slam Medium Moulding Asemodesr OmrlMlon Omer Number' universal Mounting Bracket 684616CLR Adjustable Slip FMer (T-2 am'Tenon) 638138CLA Huonbl Slip Fitter (T-2 3/8' Tenon) 052761CLR Quick Mount Pole Bracket (Sgmm Pole) OM73CLR Quick Mount Pole &acle:t (4-5' Round Pole) oeggmCLA 15TINOulck Mount Pole Bracket(Square Pole) B M030LR 1"it Quick Mount Pole Brackal (45' Round Pole) SBMSCLR Well MOum Brepkel 382132CUt Wood Pde Bmdmt(0" Mkknum POeDdlem) 751219C1A Mlstellemom gammon Dmmlptlan Omm Mmmker Integral LomrSeM 6SD981 Intend! House Side Shleid 743415 10' Unem Bird Spike Kit (T Recommended tar Luminalro 751632 FOOTNOTES: 7. Accessories are shipped separately and field installed. 1. Custom lumen and wattage packages available, consult factory. Values are within industry S. Factory installed CR7P option required. See Options. standard tolerances but Trot DLC feted. 9. 'CLR' denotes finish. See Finish options. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH control options. 3. Consult Factory for availability 11. Fusing must be located in hand hole of pole. See Fusing Accessory Guide for compatablllty. 4. Not available in HV 12. Onlyavailable in 9L and 12L Lumen Packages. Consult facto for lead time and availability. 9 ry Y 5. native Is field configurable via the LSI alp that can be downloaded from your smartphone's native ape store. S. Control device or shorting cop must be ordered separately. See Accessory Ordering Information. JA LSI Industries Inc. 10000 Alliance Rd. Cincinnati. OH 45242 • www.lsicorp.com 513 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. ( ) 9 P 1 9 �( LSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com 513 372-3200 • V2020 L51 Industries Inc. All Rights Reserved. Specifications subject to change without notice. ) 9 P 1 9 Thomas Harris & Co, Inc. 8505 Bell Creek Roo Suite B d, Mechanicsville, VA 23116 S2H LIGHT FIXTURE CUT SHEETS NOT TO SCALE Catalog#: MRM-LED-I8L-SIL-FT-UNV-DIMJ0-70CRI-BRZ-IL project: PREMIERCIRCLE (a Prepared By: Date: Type: S4H Mirada Medium (MRM) Outdoor LED Area Light Dili illy � t®w IP66 IK08 Lumen Package 7,000 - 48,000 Wattage Range 9 48 - 401 Efficacy Range (LPW) 117 - 160 Weight Ibs(kg) 30 (13.6) FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide Pertormance Photomatrlcs Dimensions Construction Electrical Installation • Rugged die-cast aluminum housing 99 9programmable • High-performance ro rammable driver • Designed to mount to square or round 9 q contains factory prewired driver and optical features over -voltage, under -voltage, short- poles. unit. Cast aluminum wired access door g circuit and over temperature protection. p p • A single fastener secures the hinged door, located underneath. Custom lumen and wattagepackages acka es underneath the housing and provides • Designed to mount to square or round available. quick & easy access to the electrical poles. • • O-10V dimming g (10%-100% ) standard. compartment. • Fixtures are finished with LSI's DuraGrl P 120-277 e Standard Universal Voltage Vac 9 ( ) • Included terminal block P 9 accepts u to 12 a. P powder coat finishing process. polyester P 9P Input 50 60 Hz or optional High Voltage P / P 9 9 The DuraGri finish withstands extreme P 347.480 Vac). ( ) wire. • Utilizes LSI's traditional 3" drill pattern B3 weather changes without cracking or L80 Calculated Life: >IOOk Hours (See for easy fastening of LSI products. (See peeling. Other standard LSI finishes Lumen Maintenance on Page 5) drawing on page 9) available. Consult factory. • Total harmonic distortion: <20% • Shipping weight: 37 Ibs in carton. • Operating temperature: -400C to +50°C Warranty Optical System (-40°F to +122°F). 42L and 48L lumen . LSI LED Fixtures carry a 5-year warranty. packages rated to +402C. • State -of -the -Art one piece silicone optic • Power factor: >.90 Listings sheet delivers industry leading optical • Input power stays constant over life. • Listed to UL 1598 and UL 8750. control with an integrated gasket to provide • Field replaceable IOkV surge protection • Meets Buy American Act requirements. IP66 rated sealed optical chamber In 1 device meets a minimum Category C Low •IDA compliant; with 3000K color component. operation (per ANSI/IEEE C62.41.2). temperature selection. • Proprietary silicone refractor optics provide • Hlgh-efficacy LEDs mounted to metal -core . Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in IES circuit board to maximize heat dissipation qualification information. Types 2, 3, 5W, FT, FTA and AM. • Components are fully encased in potting . Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver • IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and • 3G rated for ANSI C136.31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uplight. accessed. • DesignLights Consortium' (DLC) qualified SOOOK, 4000K, and 3000K • Available in and30 Controls product. Not all versions of this product color temperatures per ANSI 7. Also • Optional integral passive infrared may be DLC qualified. Please check the DLC Available in Phosphor Converted Amber BluetoothTM motion and photocell Qualified Products List at www.designlights. with Peak intensity at 610nm. sensor (see page 9 for more details). org/QPL to confirm which versions are • Minimum CRI of 70. Fixtures operate independently and can qualified. • Integral louver (IL) and house -side shield be commissioned via IDS or Android • Patented Silicone Optics (US Patent NO. options available for improved (IH ) p p configuration app 10,816,165 B2) backlight control without sacrificing street a LSI's AirLink'" wireless control system • IK08 rated luminiare per IEC 66262 side performance. See page 3 for more options reduce energy and maintenance mechanical impact code p details. costs while optimizing light quality 24/7. Specifications and dimensions subject to (see page 9 for more details). change without notice. ift LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com (513) 372-3200 • @2020 L51 Industries Inc. All Rights Reserved. Specifications subject to change without notice. 3 l S4H LIGHT FIXTURE CUT SHEETS NOT TO SCALE (a ORDERING GUIDE Catalog#: MRM-LED-I8LSIL-3-UNV-DIM-30-70CRI-BRZ-IL Project: PREMIERCIRCLE 0 Prepared By: Date: Type: S3H Mirada Medium (MRM) Outdoor LED Area Light M � a�Du:IP66 IK08 Lumen Package 7,000-48,000 Wattage Range 48-401 QUICK LINKS Efficacy Range (LPW) 117 -160 Weight Ibs(kg) 30 03.6) Ordering Guide Performance PhotomOtNGs Dimensions FEATURES & SPECIFICATIONS Construction Electrical Installation • Rugged die-cast aluminum housing • High-performance programmable driver • Designed to mount to square or round contains factory prewired driver and optical features over -voltage, under -voltage, short- poles. unit. Cast aluminum wiring access door circuit and over temperature protection. . A single fastener secures the hinged door, located underneath. Custom lumen and wattage packages underneath the housing and provides • Designed to mount to square or round available. quick &easy access to the electrical poles. • 0-10V dimming (10%-100%) standard. compartment. • Fixtures are finished with LSI's DuraGrlp' • Standard Universal Voltage (120-277 Vac) • Included terminal block accepts up to 12 ga. polyester powder coat finishing process. Input 50/60 Hz or optional High Voltage The DuraGrlp finish withstands extreme (347-480 Vac). wire. •Utilizes traditional 3° drill pattern 63 weather changes without cracking or a L80 Calculated Life: >100k Hours (See for easy fastening of L51 products. (See fast peeling. Other standard LSI finishes Lumen Maintenance on Page 5) drawing on page 9) available. Consult factory. • Total harmonic distortion: <20% • Shipping weight: 37 Ibs in carton. • Operating temperature: -40°C to +50°C Warranty Optical System (-40°F to +122°F). 42L and 48L lumen • LSI LED Fixtures carry a 5-year warranty packages rated to +409C. • State -of -the -Art one piece silicone optic • Power factor: >.90 Listings sheet delivers industry leading optical a Input power stays constant over life. •Listed to UL 1598 and UL 8750. control with an integrated gasket to provide • Field replaceable IOkV surge protection •Meets Buy American Act requirements. IP66 rated sealed optical chamber in 1 device meets a minimum Category C Low • IDA compliant; with 3000K color component. operation (per ANSI/IEEE C62.41.2). temperature selection. • Proprietary silicone refractor optics provide • High efficacy LEDs mounted to metal core a Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in ES circuit board to maximize heat dissipation qualification information. Types 2, 3, SW, FT, FTA and AM. •Components are fully encased in potting • Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver .IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and . 3G rated for ANSI C136.31 high vibration transmittance of 93%, key electronic Components can easily be applications are qualified. • Zero uplight. accessed. • DesignLights Consortium® (DLC) qualified • Available in SOOOK, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also •Optional integral 9 passive infrared may be DLC qualified. Please check the DLC q Available in Phosphor Converted Amber Converted BluetoothT" motion and photocell Qualified Products List at www.designlights, with Peak intensity at sensor (see page 9 for more details). org/QPL to confirm which versions are • Minimum CRI of 70. Fixtures operate independently and can qualified. • Integral louver (IL) and house -side shield be commissioned via i05 or Android •Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration alp 10,816,165 62) backlight control without sacrificing street 9 g • LSI's AirLinkTM wireless control system • IK08 rated luminiare per IEC 66262 side performance. See page 3 for more options reduce energy and maintenance mechanical impact code p details. costs while optimizing light quality 24/Z Specifications and dimensions subject to (see page 9 for more details). change without notice. 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links ICALORDER EXAMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Lumimin Light Lumen Light Prefix Soume Package Ouigm Olsi ibuDon OdmmSod Vona" Driver Fm-n-ml Mirada LED R-7,0001ms ®Silicone 2-Type 2 (blank) -standard NEI Universal Voltage(12U277V) BIM P10V Dimming(040%) 9L-9,0001ms [gType3 L- Optics local left goo Hill - High Voltage(347-48OV) 12L-12,0001ms 18L 16000Ims SW -Types Wide R-Optics rotated dpM 90° 4 -24,000Ims FT- Forward Throw 30L-30,0001ms FTA-Forward Throw Automotive 36L-,0001ms 42L- 4242,000Ims AM- Automotive Merchandise 48L - 48,000 INS Custom Lumen Packages' Color Temp Color Rendering Finish Options 50-5,000 OCT F70CAll 70 CBI BLit - Black IBmnkl - None 40-4,000 OCT ® Dark Bmme M 3,000 CCT GMG-Gun Meld Gray III- Integral Houseside Shield' a IL Integral Louver (Sharp Spill Light CumO) AMB- Phosphor Converted Amber" GPf- Graphite M8Y-Metallic Silver PLP- Platinum Plus SVG- Satin Verde Green WHT-White Controls Clmose One) ) tonid-None Stand -Alone Oontruls Lutron Limelight Controls Caftis Swam ENT -0-10v Dimming leads ex[mded to housing edenor LLC - Limelight Integral Winless Radio Control by Lodi Wiretaw ALSC- Ainink Synapse Control System CR7P- 7 Pin Control Receptacle ANSI C136.416 LLCS1- Limelight Integral Wireless Radio Control and FIR Motion/ ALSCH-AirUnkSynapse Control System Host ISatelhe' IMSBT'-Integral BlueloA- Motion and Phomcdl Sensor Daylight Sensor by Lutron 8-15'tat heighP ALSCSM-AirUnk Synapse Control System with 12-20'Motion Serum (8-24' MH)s LLCS2-Limelight Integral W reless Radio Control and FIR Motion/ ALSCHSO2-AidinkSynapse Control System Hom/Satelhe with 12-20' Motion Sensor¢ IMSM2-Integral BlwbM- Motion and Phatacell Sensor Daylight Sensor by Lutron 16-30'mt height` (25-40-MHy LLCSS- Limelight integral Wreless Radio Control and FIR Margin/ALSCSg4-Alunk Synapse Control System with 2040' Motion Sensor Daylight Sensor by Lutron 3140'tat height` ALSCHSM-AirOnk Synapse Colmol System Hom/Satelbe wh2040'Mollon Somalia BUOm Tape Phomoells ALIIC51-Aidink Bluefteless Motion& Photo Sensor Commller(8-24'moungng height) PCH20-120V ALBCS2- Ainink Bin Wireless Motion& Photo Sensor Candler(2640'mourldng height) PCI208-277-20B-277V PCIS47-347V Accessory Ordering Information' Comtmh Ammmdes Overhaul Order Numben" PC120 Photocell for out whh CR7P option (120VP 122514 PC208-277 Phmacell for use with CUP option (201V, 24OV, 277V)l 122515 Twist Lack Photocell (347V) for use with Cents 122516 Twist Lack Photocell (48M for use with CR7P4 12251BD ArUnk 5 ten Twist Lack Controller a 661409 NrUnk 7 ten Twist Lock Controller' 661 41 0 PMOS24-24V Pole -Mounted Occupancy Senior (24V) 663284CLR Shorting Cap for we with CR7P 149328 Ming Option" Distortion Omer Number Single Fusing (1201g See Fusing Accessory Guide Single Fusing (277V) Double Fuslnp(2MV, 24ay) Double Full(480V) Double Fusing (347V) Shielding options Mirada Small See Shield no Guide Mirada Medium Mirada e Lam Zone Madura Zone Lmye Sloe Medium Nouming Aseemdes' Downtown order Number- Unverml Mounting Bracket 684616CLS Adjustable Slip Fear rz-2 WTom) 688138CLA HoWnal Slip Fitter (T-2 ar Temp) 052761CLA Quick Mount Pole Bmclue (Square Pole) 087073CLR Quick Mount Pole Backer 4-5-Round Pole ( 1 689803CLA 15 rift Quick Mount Pole Bracket (Sam Pole) OBOD03OLR 15 TIN Quick Mount Pole Badwe (43' Round Pole) 689905CLR Well Mpum Bradcel 3RI32CLA Mood PdeB ;--MI,cum Pok Dim,) 75121tiClA Meepllemon Norman" Dmmlptlan Other Nmker Immral LavaNsldald Began Income House Sde Shleid 743415 Mr Unear Bird Spike Kit (T Reommeeded tar Lummalim 751632 FOOTNOTES: 7. Accessories are shipped separately ark field installed. 1. Custom lumen and wattage packages available, consult factory. Values are within industry B. Factory installed CR7P option required. See Options. standard tolerances but not DLC listed. 9. 'CLR' denotes finish. See Finish options. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH control options. 3. Consult Factory for availability. 11. Fusing must be located In hand hole of pole. See Fusing Accessory Guide for compatablllty. 4. Not available in HV 12. Only available in 9L and 12L Lumen Packages. Consult factory for lead time and availability. S. IMSBT is field configurable via the LSI alp that can be downloaded from your smanphone's native alp store. 6. Control device or shorting cap must be ordered separately. See Accessory Ordering Information. Page 2/9 Rev. 12/14/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsieorp eom Thomas Hams & Co, Inc. � LSI Industries Ina 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsieorP.com SPEc.1045.A.062o (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. 8505 Bell Creek Road, Suite B (513) 372-3200 • 02020 L51 Industries Inc. All Rights Reserved. Specifications subject to change without notice. Mechanicsville, VA 23116 Mirada Medium Outdoor LED Area Light Back to Quick Links ICALORDER EXAMPLE: MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Lumimire Light Lumen Light pmk Source Package Output Distribution Odemationt Voltage Driver MRM Mirada LEO 71.-7,0001ms ®Silicone 2-Type 2 (blank) -standard EEI Universal Voltage (120-277V) MM 0-10V Dimming(0-10%) OIL -9,0001ms 3-Type 3 L- Optics rotded left goo HV- High Voltage(34748OV) 12L-12,000Into 10L 184001ms SW-Type5Wds R-Optics rotatedright go- 2 24,WOIms [FIF Forward Throw 30L-300001ms FTA-ForWan Throw Automotive 36L-36,000Ims 42L-42,0001ms AM.Automotive Merchandise 48L-48,0001ms Custom Lumen Packages' ColorTNnp Color Rendering Finish Optima 50-5000 OCT F70CRIJ 70 CRI BLK - Black fBmml-None 40-4,000 OCT M]Dark BMW [E 3,000 OCT GMG -Gun Metal Gray III - Integral Houseside Shidd' IL Integral Louver (Sharp Split Cutoff) a CPT -Graphite AMB -Phosphor Converted AmbeP ° MSV-Middle Silver PLP- Platinum Plus SVG- Satin Verde Green WHT-White Controls (Crook One) IMankl -Non Stme-Jilarde Do Lutron Limelight Controls Wireless Controls System ENT-D-10v Dimmingleads extended to housing 9 edenor LLC-LimeLi htl Integral Wireless Radio Control Lurri 9 nag by ALSO--ArLinSynaam Control System CR7P-7 Pin ReceANSIC136.41 Control and FIR Motion/ LimelightLLC51- Integral-15'mt ALSCH Ainink Synapse Control SystemHost /SmlBea IMSBT'-Irdepml BluelootllTM Motion and Photocell Sensor Daylight Sensor Lmron 815'mt heighN eigh ALSCS02-Ainink Synapse Control System with 12-20' Melton Sensor (8-24' MHP Wireless Radio Control and FIR Motion/ ' t Lenoir byht LutrIntegral ,M DayligULCSht hP IM8BI2- Integral Blueloom Mahon and Photocell Sensor Da M Sensor Lmron 1630' tat h te9 CS M e9 ALSCN302-Ainink rase Control mHom/Sonia¢ with l2-20 Mmion Sensor' Sna P System 25-40' MH LLC39-Limelight ht lore ref W mless Radio Control and FIR MoOoN y 9 9 ALSCSO4-Ainink Synapse Control with 20-00'Motion Sensor Syn 0 system Daylight Sensor Mmron 3140'mthe' hit ALSCHSM- Ainink rase Control mHost/ itawon 2040MNlon Sensor' Syn P System Tees Prolooell$ PBuRmM2 ALBCS7- Ainink Blue Wireless Motion& Photo Sensor Controller (82 Sensor Pm20277- 'rectlnn ALBC52-Ainink Blue Winless Motion BPhom Sensor Controller (25-00'mourdnp Neigh hdgh() PCMM-2R-2M -277V PCIS47-347V Accessory Ordering Information? Coarol$ Appeal DmalMlm Omer Numbm a PC120 Photoellformw8h CR71ioImo n 120 - ( vl 122514 PC208-277 Photocell for use with CR7P opran(206V. 240V, 277V)r 122515 Twat Lack Photocell (347V) for use with CR7P a 122516 Twist Lack Photocell (48M for over with CR7P I 12251BD Marks Purulent Lock Contromr r 661409 ArUnk7 Mn Twist LockGomcole a 661410 PMOS24-24V Pole -Mounted Occupancy Senor (24V) 063284CUl Shorting Cap for use with CR7P 149328 Mini Option" Dmelptlor Omer Number Fusin Single 1 g o ( 20V) See Fusing Accessory Gelde Single Fusing (277V) Double Fusing (208M 24N) Double Fusing (48m) Double Fusing (347V) Shielding Options Mirada Small See shielding Guide Mirada Medium Miadal er a Zane Medium Zone Large Slice Medium Mounting Menefee Omrlpllon Omer Number - universal gaining Bracket SMINSCUa Adjustable Slip Ruder (2'-2 aWTenon) 08138CD7 Hommwl Slip Fitter (2'-2 W Telmn) M2761CUt Quick Mount Pole Bracket (Square Pole) 687073CLR Quick Mount Pole Bmclet (4-5'Round Pole) 689903GLR 15 TIN Quick Mount Pole Brm W (Square Pole) 68M03CLR 1"it Quick Mount Pole Bracket (43' Round Pole) 689M5CLR Well Mount Bra" a82132CLA Wood Pole Boost it MYinum Pon/ Mercer) 751219CLR Mbaellomom Atmmnce Omelpuan Orin Nomkm Immrd LmmnShteid 6OD981 ImegradHousesme Shleid 743415 10' Uneur Bird Spike Kit (T Recommended per Lumimire) 751632 FOOTNOTES: 7. Accessories are shipped separately and field installed. 1. Custom lumen and wattage packages available, consult factory. Values are within industry B. Factory installed CR7P option required. See Options. standard tolerances but not DLC React. 9. 'CLR' denotes finish. See Finish options. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH mntrol options. 3. Consult Factory for availability 11. Fusing must be located In hand hole of pole. See Fuslna Accessory Guide for compatibility. 4. Not available in HV 12. Only available in 91. and 12L Lumen Packages. Consult factory for lead time and availability. 5. IMSBT Is field configurable via the LSI app that can be downloaded from your smeartphone's native app store. 6. Control device or shorting cap must be ordered separately. See Accessory Ordering Information. Thomas Harris & Co., Inc. LSI Industries Ina 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com 8505 Bell Creek Roo Suite B 513 372-3200 • 02020 L51 Industries Inc. All Rights Reserved. Specifications subject to change without notice. d, � ( ) 9 Pe 1 9 Mechanicsville, VA 23116 S3H LIGHT FIXTURE CUT SHEETS NOT TO SCALE Catalog : MRM-LED-I8LSIL-5W-UNV-DIM-30-70CRI-BRZ project PREMIERCIRCLE 0 Prepared By: Date: Type: S5D Mirada Medium (MRM) Outdoor LED Area Light4,QQMM 91 It, a � D 4L us IP66 IK08 Lumen Package 7,000 - 48,000 Wattage Range 9 48 - 401 Efficacy Range(LPW) 117-160 Weight Ibs(kg) 30 (73.6) FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide Performance Photometrics Dimensions Construction Electrical Installation • Rugged die-cast aluminum housing a High-performance programmable driver • Designed to mount to square or round contains factory prewired driver and optical features over -voltage, under -voltage, short- poles. unit. Cast aluminum wiring access door circuit and over temperature protection. . A single fastener secures the hinged door, located underneath. Custom lumen and wattage packages P 9 underneath the housing and provides • Designed to mount to square or round available. quick &easy access to the electrical poles. • 0-10V dimming (10%-100%) standard. compartment. • Fixtures are finished with LSI's DuraGrip' • Standard Universal Voltage 020-277 Vac) • Included terminal block P 9 accepts u to 12 a. P polyester powder coat finishing process. Input 50/60 Hz or optional High Voltage The DuraGri finish withstands extreme P 347-480 Vac). < > wire. • UtilizesLSI'straditional 3" drill p attern 83 weather changes without cracking or •LSO Calculated Life: >100k Hours (See for easy fastening of LSI products. (See fast peeling. Other standard LSI finishes Lumen Maintenance on Page 5) drawing on page 9) available. Consult factory. a Total harmonic distortion: <20% • Shipping weight: 37 Ibs in carton. • Operating temperature: -40°C to +50°C Warranty Optical System (-40°F to +722°F). 42L and 48L lumen • LSI LED Fixtures carry a 5-year warranty. packages rated to +40°C. • State -of -the -Art one piece silicone optic • Power factor: >.90 Listings sheet delivers industry leading optical • Input power stays constant over life. • Listed to UL 1598 and UL 8750. control with an integrated gasket to provide • Field replaceable IOkV surge protection . Meets Buy American Act requirements. I1,66 rated sealed optical chamber in 1 device meets a minimum Category C Low .IDA compliant; with 3000K color component. operation (per ANSI/IEEE C62.41.2). temperature selection. • Proprietary silicone refractor optics provide • High efficacy LEDs mounted to metal core .Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in IES circuit board to maximize heat dissipation qualification information. Types 2, 3, SW, FT, FTA and AM. • Components are fully encased in potting •Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver •IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and . 3G rated for ANSI C136.31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uplight. accessed. • DesignLights Consortium- (DLC) qualified • Available in SOOOK, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also P ' Optional integral passive infrared may be DLC qualified. Please check the DLC Available in Phosphor Converted Amber p BluetoothT" motion and photocell Qualified Products List at www.designlights. with Peak intensity at 610nm. sensor (see page 9 for more details). org/OPL to confirm which versions are • Minimum CRI of 70. Fixtures operate independently and can qualified. • Integral louver (IL) and house -side shield be commissioned via i05 or Android •Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration app 10,816,165 B2) backlight control without sacrificing street 9 g e LSI's AirLinkTM wireless control system • IK08 rated luminiare per IEC 66262 side performance. See page 3 for more options reduce energy and maintenance P r9Y mechanical impact code p details. costs while optimizing light quality 24/7. Specifications and dimensions subject to (see page 9 for more details). change without notice. Page 2/9 Rev. W14/21 SPECAM.A.0620 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links ITVPICAL ORDER EXAMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Light Prefix source Package Output Distribution Orienm0on' Voltage Driver MRM Mirada LED 7L-7,0001ms ®Silicece 2-Type 2 (blank) -standard NEI Universal Voltage (1 20-277V) BIM 090V Dimming(0-10%) 9L-9,I1001ms 3-Type 3 L- Optics mww left goo her - High Voltage(347-480V) 12L-12,000Ims 18L 18,000Ims IN ITypaSWide L_r R-Optics romNdright go- -24,0001ms FT- Forward Throw 30L-30,0001ms FTA - Forward Throw Automotive 36L-36,000Ims 42L-42,0001ms AM- Automotive Merchandise 48L-48,0001ms Custom Lumen Packages' CulorTme Color Rendedng FMIm OPUdM 50-5,000 OCT 7DCRI 70CRI BLK - Black fBmml-None 40-4,000 OCT ® Dark Biome 91 3,000 CCT GMG-Gun Metal GrayIH- Integral Houseside Shield' E[a IL Integral Louver (Sharp Spill Light Cutoff) ARID - Phosphor Converted Ambero OPT - Graphite MSV- Middlle Silver PLP- Platinum Plus SING - Min Verde Green WHT - White Controls(Cho= One) IMankl-None Stand -Alone Comm Ube Limelight Controls Wirelew Controls System ENT- 0-10v Dimming leads extended to housing exMdor LLC - Limelight Integral Wireless Radio Control by Lmron/ ALSO- AirLink Synapse Comol System CSBTI- Pin Gerard ReceptacleANSIaridhom136.41 LLC51- Limelight Integral Wireless Radeigh Control and PlRMotion/ ALSCH-AininkSynapm Control System Hom/SamlBea IMSBT'- Integral BltmtaolhT" Motion arid PhotaCdl Sensor Daylight Sensor by Lutron 8-1 AlSCS02-Ainink Synapse Control Systemwith 12-20'Maton Sensor (824' MH)s Wireless Radio lLCS2-Limelight Integral Winless Radio Control and FIR Motion/ ALSCH302-Aidink naPen Control SystemHom/Sdelde with 12-20 Motion Sensor' A5BTIntegral Blael$molMotion and Photocell Senor 2540' MHP Daylight Sensor byn 1 ml he' h LLC39-Limelight Integral Wireless Radio Control and FIR Motion/ ALSCSM-AninkSa Synapse Control Systecoot 2040'Motion Sensor Da MSenor by 3140'mtheq hit ALSCHSM-AininkSynaOse Control SiammHom/SamlHe wait2040'Molion Sensor' BuOm lkm Photocell ALBC51-Aidink Muni Wireless Motion & Photo Sensor Controller (25 4' moumnA PCOD8.2 AlACS2-Ainink BlueWrdess Molion&Piton Sensor Controller (25.40'mourdnp height) Neigh 7- PCI3M--347V -27N PCB/'-34N Accessory Ordering Information? Central$ Acom der Deal Omer Numberre PC120 Photocell arum with CUP option 20W 1 ( 122514 PC208Phoiocell far use wait CRlP aptlo (20BV, 2101, 277V)° 277 Po 122515 Twist Lack Photocell (a47V) tar m with CR7P4 122516 Twist Lack Photocell (48Ot) for use with CR7P1 1225180 AINnk 5 ten Twist Lack Controller' 661409 AlrUnk 7 ten Twist Lack Controller • 661410 PMm2+24V Pole -Mounted Occupancy Server (24V) 063284CUl Shomng Cap for use with CR7P 149328 Ming Optical" DMelptlos Omer Somme Fusin Sin Single 1 p g (20V) See Fusing Accessory Guide Single Fusing (2TM Double Facing (208M 24m) Double Fusing (48m) Double Fusing (347V) Shielding options Mirada Small See shielding Mirada Medium Mladaom e Zone Medium Gy �e Zone Inge Slim Medium Moulding Manistee Description Omer Number• unMmIMounting Bracket 684618CLA Adjustable Slip FMer (z-2 anh Plea) U8138CLA Hodmmal Slip Niter (2'-2 San raw) M2701CL11 Quick Mount Pole Bracket (Square Pole) 087073GLR Quick Mount Pole Bracket (4-5-Round Pole) 689903GLR 15 TIN Quick Mount Pole Bracket (Square Pole) MM03OLR 1"it Quick Mount Pole Brackm 43' Roed Pole 689905DLR Wall Mom Brakd 382132GM Wood PdeBalmt(6 VM um Pele Dimmbr) ]51219C1A Matellemom Admmed" Description Ora homier InaprWLamHSlded 69DUl Integral Hauls Sideshleid 743415 Mr Unear Bird Spike Kit(TReommeeded me Luminaire) 751632 FOOTNOTES: 7. Accessories are shipped separately and field installed. 1. Custom lumen and wattage packages available, consult factory. Values are within industry B. Factory installed CR7P option required. See Options. standard tolerances but not DLC listed. 9. 'CLR' denotes finish. See Finish options. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH control options. 3. Consult Factory for avallablllty. 11. Fusing must be located In hand hole of pole. See Fusing Accessory Guide for compatibility. 4. Not available in HV 12. Only available in 9L and 12L Lumen Packages. Consult factory, for lead time and availability. 5. IMSBT Is field configurable via the LSI app that can be downloaded from your smanphone's native app store. 6. Control device or shorting cap must be ordered separately. See Accessory Ordering Information. LSI Industries Inc. 10000 Alliance Rd. Cincinnati OH 45242 • wwwlsicor .con LSI Industries Ina 10000 Alliance Rd. Cincinnati OH 45242 • www.lsicor .con Page 2/9 Rev. 12/14/21 p Thomma Herrin & CO, Inc. P Page 2/9 Rev. 12/14/21 9 9 SPEC.1045.A.0620 7W (513) 372-3200 • 02020 L51 Industries Inc. All Rights Resented. Specifications subject to change without notice. 8505 Bell Creek Road, Suite B (513) 372-3200 • 02020 L51 Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEc.1045.A.m20 Mechaniesville, VA 23116 S51) LIGHT FIXTURE CUT SHEETS NOT TO SCALE JKW.HtICpC I W6. 14 'J 03/21/2022 S M E 0 0 M u N ur N tZ < 0 > E ,y E W < LL p 3: 0 LL = W O m ,-r < _, U M Z w J -u1 N O Of CL W O N CL ? H 3 X a� L) w � N w LL O oa D� u1 2 [Z N Z = V � U1 O ~ cM O N > N 7 UJ C_M o- 00 J ,oF u7 tY O _ (7 O Of = H 0 W > W W_ _ < Q Z O U) > 2 O am O cc t7 N Z 0 DATE 0312112022 DRAWN BY 1. RACHNER DESIGNED BY 1. RACHNER CHECKED BY -. HANCOCK SCALE N/A W J LLJ 11 U LLI 2 Q In D W � v H1 O U LJ r� ff't1 W z Of 11-4W W 2 Qua m -.111-4 (/ff')1 <J < J = UJ U d< U) • B laaaaaa JOB NO. 46555 SHEET NO. L4.0 16 a N c 0 > 0 m 3 m 0 a a c ro `o 0 N 0 m a c m L N a c m c c `o L 3 c 0 a 0 ,O am o (D 2 u) Z N a0 6 c T E ,B c a N c m w a o O c Ofv C)= red 3 z . O 2 � a .� ro H m `05 Ira 3 a m c N @ c W 0 C sex 0 m r - m in N C N 00 N O E a c m 00 m o c m `0 ip a to o , N 0 N m U a 2 cW m 0 c 0 N n o N m m E J_ L Catalog S : 4SOB3S11 G-20'S-BRZ-4BC Prepared By Project: PREMIERCIRCLE Date: 'a ORDERING GUIDE Steel Poles - Square Straight Steel Poles Square Straight qYU E LN"TXE USA FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide Coodi iguradons Dimensions EPA Pole Shaft Ground Fault Circuit Interrupter Pole Vibration Damper • Straight poles are 4", 5", or 6" square. • Self -testing Ground fault circuit interrupter • A pole vibration damper is recommended in • Pole shaft is electro-welded ASTM-A500 is optional. open terrain areas of the country where low Grade C steel tubing with a minimum yield steady state winds are common.Finishes strength of 50,000 psi. Non -tapered poles and lightly loaded • On Tenon Mount steel poles, tenon is 2-3/8"• Every pole is provided with the DumGrip° poles are more susceptible to destructive O.D. high -strength pipe. Tenon is 4-3/4" in Protection System and a 5-year limited vibration if a damper is not installed. length. warranty: • When the top -of -the line DuraGrip° Plus Listings Hand -Hole Protection System is selected, in addition to • UL Listed • Standard hand -hole location is 12" above the DuraGrip° Protection System, anon- • BAA/TAA Compliant pole base. porous, automotive -grade corrosion coating is applied to the lower portion of the pole • Poles 22' and above have a 3" x 6" interior, sealing and further protecting it reinforced hand -hole. Shorter poles have a from corrosion. This option extends the 2" x 4" non -reinforced hand -hole. limited warranty to 7 years. Base Determining The Luminaire/Pole • Pole base is ASTM-A36 hot -rolled steel Combination For Your Application: plate with a minimum yield strength of • Select luminaire from luminaire ordering 36,000 psi. information • Two-piece square base cover is optional. • Select bracket configuration if required Anchor Bolts • Determine EPA value from luminaire/ bracket EPA chart • Poles are furnished with anchor bolts featuring zinc -plated double nuts and • Select pole height washers. Galvanized anchor bolts are • Select MPH to match wind speed in the optional. application area (See windspeed maps). • Anchor bolts conform to ASTM F 1554-07a • Confirm pole EPA equal to or exceeding Grade 55 with a minimum yield strength of value of luminaire/bracket EPA 55,000 psi. ° Consult factory for special wind load Ground Lug requirements and banner brackets • Ground lug is standard. Duplex Receptacle • Weatherproof duplex receptacle is optional. dlift LSI Industries true. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-mclustries.com VQW (513) 372-3200 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. LIGHT POLE CUT SHEETS DRILLING LOCATIONS Sides A B C 0 Hand -hole x Single X Di 80 X X D90 X X DN901 T90 X X X TN1202 090 X X X X ONE is Single FBO I X Double FBO X X FIXTURE CONFIGURATIONS Side "C" Side "0" - T11mr188 Barris & Co., Inc. 8505 Bell Creek Road, Suite B Mechanicsville, VA 23116 Steel Poles - Square Straight - Side "B" Side "A" (Hand -hole Side) NOTES: i - Two locations will be 45" to the left and right of Side A. 2 -Other two locations will be 120• to the left and right of Side A. 3 -Two locations will be 45" to the left and right of Side A and two locations will be 135" to the left and right of Side A. Consult factory for custom variations. Standard SF and DF pole preparations are located 3/4 of the height of the pole from the base, except on 29 poles. Maximum height for SF and DF pole preparations on 20' poles is 13' from the base. ■ Single D90 DN90 D180 Parallel T90 TN120 QN90 090 BOLT CIRCLE 4" (102mm) square 5"(127mmisquare 5" (127mm) square 6'(152mm)squam 10.1/6' (257ren sq. 10.1/8" (257mm) sq. 10-1/8' (257mm) sq. 12' (305mm) sq. 11'(279mm) Oil Bait Circle 11'(27Bmm)01a. BOB Circle 11'(279mm�OM. Boll Cimla 12' (905mm) 011. Boll GMN Bolt Circle Designator B C D d Slotted Slotted Slotted Slotted Bolt Circle S"-11' (203mm-279mm) T-11' (229mm-279mm) T-11' (229mrtr279mm) 12' (305mm) Anchor Bolt 3/4'x 30 aWir 30' 1'X36' 1'06' Size (19mm x 762mm) (19mm it 762mm) (25mmx914mm) (25mm x914mm) Anchor Batt Projection 3-19 (83mm) SAM (83mm) 4' (102mm) 4' (1D2mm) Base Plate Opening 3-5B' 431r 43/8' 5-5/8' for Wireway Entry (92mm) (121mm) (117mm) (143mm) Base Plate 10-1/8' sq. x 3/4'thk. 10-1/8'sq. x 3/4'thk. 10-1/8'sq.x1'1hk 12'sq.x1-1/8"thk Dimensions (257mm x 19mm) (257mm X 19mm) (257mm x 25mm) (Wrion x 29mm) Pole Gauge 11 11 7 7 Note: Base plate illustrations may change without notice. Do not use for setting anchor bolls. Consult factory forme appropriate anchor bolt template. dift L51 Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com Page 3/5 Rev. 04/02/21 VW513 372-3200 • 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEc.1070.A.0920 ( ) 9 Pe 1 9 PIFALORDEREXAMPLE: 4SQ 83 S11G 24 S PLP DGP Pole Mourning Mounting Pole Seri" Method Material Height' Configuration Finish Options �4"x4"SquareStraight Pole Bolt -On Mourn'- See pole caleoti0n guide 511G 11 Ga Steel B. rS�SinglerPamllel BRZ Smnre GA-GaNmniz"Anchor Bo" 5S0-SxF Square Straight Pole for patemsand fixturematshes. (48g and 5SQ only) 1G 1e0-Doubte BLK-Bleck SF -Single Flood' 6Se-Vx6"Sq"re StraightPole 115-5"Traditional Drilling Pattern S07G-07 Ga Steel lZ DN90Double ate PUP- Paul Plus Flood DF-OoumGdp-el ®3" Reduced Drilling Pattern 13' T90 Tole WHT-Wh" IAE- Less AnchorBob 02.2" Reduced Drilling Pattern 14' T11720-Male S'UG-Seen Verde Green CRXK-Conduit Raceway' 15, am -Quad QN90-Quad GPi-Graphite 16' MSV-Metallic Silver T - Tenon Mourn- See pole selection guide 1T N-Town Mourn B7A-Alternate Bronze for tenon and fixWreJ6racket reaches. 1T8" (Standard tenon Standard SF and DF is, sue is 2-3/8" ® D.D.) pole preparations 27 am located 3/4 of the 22' 6" height atthe pole from I - No Mounting Hol"' -Use with: • BKA4ISF & BKA 51SF 23, the base, swept on • BKAX4ISF & BKA X51SF P4• 20' pol". Maximum 25, height for SF and OF 26' pole preparations on 2T 20' poles Is Virden 28' the bass. 30' 32' 35' 39, Height Restriction, Consult Pole Selection Chart on opposite page Accessory Ordering Information Description Order Number Description Order Number 48C 1 4- Sense Base Coar 122559CLR Vibration Damper- 4'Squem Pole(bohln mourn ony) 172539 sec-5'Sq"re ease cover 122551cw Version Damper- Vacuum Pole Hold mount only) 17253E fief-6'$quare ease Cover 1225MCM Viemtion Damper- 6- Square Pole Holt -on mound only) 1783e1 Eel- Weatherproof Duplex Reommcle 122566Cw GFI -Ground Fault Green interrupter 122567CLR Ml- mounting Hole Mugs for use vim 5'tmdmaml drill pattern is set of 3 plugs) 192336 MH9- mounting Hole Mugs for on with 3' reduced drill pattern (3 and of 3 plugs) 68/126 MH2- Mounting Hole Mugs for use with Traduced drill pattern (3 sets of 3 plugs) 725841 FOOTNOTES: 1 - See Area Light Brackets - 3" Reduced Drill Pattern and Area Light Brackets - 5" Traditional Drill Pattern spec sheets. 2 - Pole heights will have +/-1/2" tolerance. 3 - See Flood Lighting Brackets section for choice of FBO brackets. 4 - CR selection must indicate required height and side of pole mounting location. Mounting template required at time of order. inLSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • wwwlsi-industries.com Page 2/5 Rev. 04/02/21 (513) 372-3200 • C2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1070A.0920 PRODUCT DIMENSIONS N=2-3/8" (dial O.D. X 4-3/4" (121 rpm) Tenon 81-39, (2.4m- 1111.9m) 12" (305mm1 Optional Standard Base Cover Projection B2 k4) mil Bolts Foundation By Other SF - Single Flood Pole Preparation no Bolt -On Mount 2-Bolt Pattern TOP OF POLE 0.40 I T 2.50 0.75 - - 1.00 0.40 1.00 I I I 0.63 2.41 MAX I MIN TOP OF POLE I I 1.05 9.50 2,110 Steel Poles - Square Straight CHIPPING WEIGHTS 4'(102mm) sq. 11 Ga. is approximately 7.50 lbs./ft. 4'(102mm) sq. 07 Ga. Is approxlmately 10.001bs./ft. 5"C127mm) sq. 11 Ga. is approximately 9.00 Ibs✓ft. 5-027mm) sq. 07 Ga. is approximately 12.501bs./ft. 6"(152mm) sq. 07 Ga. is approximately 15.401bs✓ft. Anchor Bolts (3/4' x 30")(19mm x 762mm) 151bs. Gkg)/set Anchor Bolts (1" x 36')(25mm x 914mm) 30 lbs. 041g)/set B5 TOP OF POLE 0.563 III 2 sit TYP 0.750 1 1.50 0.563 9.19 II I I LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com Page 4/5 Rev. p4/o2/21 (S73) 372-3200 • 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1070A.0920 Steel Poles - Square Straight WIND SPEED EPA Informatbn All LSI Industries' poles areguaranteed to meet the EPA requirements listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind -loading zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/bracket/fixture combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: pales designed to withstand 80 MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. Consult LSI for other areas. Note: Hurricane ocean lines are the Atlantic and Gulf of Mexico coastal areas. For applications in Florida or Canada, consult factory. Use ONLY with "Wind Speed Map for ASCE 7-10 POW Mg. Hel9M LMea pq Wennkk (le) DOLTCMCLE EPA DMi9"Nr 011. �� Initial 115 MPH 1m M 1m M immm 1"MPH label in MPH 1m MHdn 4•x111ax12 /2 it 0 r-11• 0.75 119 175 113 9.2 76 63 52 43 3.6 4"xllgaxl4' 14 11 B r-111 0.75 10.7 9.5 a5 6B 5.4 4.4 35 2.7 2.1 4"x1l-gax16' 16 11 B r-111 075 8.2 72 64 /9 38 24 2.1 15 1.0 4"xllgaxl8' 18 11 B r-111 0.75 6.3 5.4 47 3.4 2.4 1.6 1.0 0.4 Na 4"xllvx2o' 20 it 8 87-11- 075 46 39 32 21 12 o6 M M M 4'xll-9ax22' 22 11 B 81-11• 0.75 7.6 6.6 57 42 a0 20 12 0.5 M 4°xllysx24' 24 11 8 r-ii• 0.75 6.o 5.1 4.3 29 13 09 M M M 4"xllyax2B 26 11 B If 075 4.6 3.7 30 13 07 M M M Na Px71ax14 14 7 0 r-11• 075 163 164 14.9 122 102 85 7.1 5.9 5.0 4'x7-gaxi6' 16 7 B e-11• 075 143 13.2 11.8 9.6 7a 63 52 4.2 3.4 Px711x1r /0 7 8 r-11• 475 11.9 104 93 7.4 59 4A 3A 2.8 2.1 4"x7gax20 20 1 B 81-11• 0.75 9.6 8.4 7.4 S7 43 9? 2.9 1.6 0.9 fz711x77 M 7 8 r-if• 0.75 7.7 66 W 4.2 30 2A t2 05 M 4'x7-gax24' 24 7 B r-11• 0.75 6.0 5.1 43 29 19 0.9 M M M rx7VX2F 26 7 B Il 4175 4.6 a7 a0 13 07 M M M M 4'x71ax2F 28 7 B r-11• 0.75 3.3 2.5 to 0.7 M M M M M rx71px3r' 30] r Ill a75 22 1.1 QB M M M M M M 5"xllyaxl4' 14 11 C 91-11, 0.76 17.4 157 14.1 11.5 93 71 6.3 5.2 4.2 5'x11px16 18 11 C 1 9"-11, 075 13A 12.3 10.9 87 62 55 42 33 25 5"x11-gaxl8' 18 11 C 9'-11, 0.75 10.6 9.6 64 65 4.9 3.7 2.6 1.8 1.1 Sxll FX20' N II C 9"-11, 075 8.5 73 63 46 32 21 12 OS Na 5"x111ax2Y 22 11 C T_11" 0.75 too 9.5 83 62 46 32 2.1 1.2 0.5 5'x11gx24' 24 it C 9•-11" 0.75 &a 7.5 64 4.5 3.0 IA OA M we Yx111ax M' 1 26 11 C r-111 075 6.8 5.7 46 10 in O6 M M M 5'xll-px2r 28 11 C 9"-11" 0.75 5.2 4.1 12 to 04 M Na M M 5"011ax30' 30 11 C 9"-11' 0.75 1 3.6 1 2.7 19 0.4 M M M M M Sx7.pxW 20 7 0 9"-11, 1.00 219 193 173 14.0 11.3k4h 7,4 6.0 4.8 5"x7-gax22 22 7 D r-11° 1A0 M.] 18.6 16.8 13.3 10.7 8.8 5./ 4.2 5°x7gax2r 24 7 0 9"-11" 1To 177 15.6 13.8 10.8 65 5. 3.7 26 5x7yyx M' 26 ] D r-11° tA0 14.8 13.1 11.4 Be 66 3.5 2.3 1.3 VO-taxal' 20 7 0 9°-11" 1.00 in 10.9 9.4 69 4.9 2.1 1. M 5°x71ax30 30 7 D 8"-11° im 103 69 75 52 3.4 0.8 M M 5'x -el 35 7 0 9"-11, 1.00 6o 4.8 3.6 1s Na M M M Tx71ax24' 24 7 J it 1.00 18.6 16.1 14.3 11.2 8.6 4.8 3.4 2.2 T O-o x2r N 7 J 12' too 15.6 13A 11.7 82 65 30 to 07 6°x71ax M' a 7 J 1P 1.00 12.9 10.9 93 67 4.6 2.8 1.5 M M Fx71ax M' 30 7 J 1T 1,00 104 8A 7.3 4.8 29 13 M M Na Tx7-el 32 ] J 'T 1.00 8.3 63 55 a1 13 M M Na Na /-x71ax34' ai 7 J 12 100 65 &0 37 16 M M M M M 6"x7-gax15' 35 ] J 12 1.00 5.5 42 M 0.9 M M M M M 6°x7-pxar 39 7 J IT 1.00 23 1.0 M M M M M M M All LSI Industrles' poles are guaranteed to meat the EPA requirements listed. LSI Industries; is rat responsible If a pole order has a lower EPA rating than the indicated wind-I"ding was whom the pole will be located. CAUTION: This guarantee does not appy 0the pole/hmckeMlxture wmbirMan is used to support any other Items such as rags, Pennants, or signs, which would add stress tothe pole. LSI Industries cannmaccept responsibility for halm or damage caused in mere sHwkns. Nate: 1- Poles shorter than these listed hem in for each gauge have EPA rating equal to or greaterthan what is provided in thistahle. To Confirm EPA ratings on shorter poles, contact LSI Industries. 2-LSI Indust es recommends a vibration damper be ordered with this length. Oft LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com (513) 372-3200 • 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 5/5 Rev. 04/02/21 9PEC.1070.A.0920 JKW.HtICpC I W6. 14 'J 03/21/2022 Z O CL IY U Ui W 0 Z O (n > w K 1m DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A UJ J LU 11 UQ UJ 1 > W v leneeneel LUz_ W W Q LU a m <J(/2r'q a J LU U Il a Ln r"1 leeneenee LIGHT POLE CUT SHEETS NOT TO SCALE L JOB NO. 46555 SHEET NO. L4.1