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HomeMy WebLinkAboutARB202200029 Plan - Revision 2022-04-26TJACH 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 �P O" COMMONWEALTH 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 SHE TOTAL SHEETS = 25 \LTH OF U i\ ITHAS M. SHOWALTER T I ,c \o. 0a0=(157151 03/2112022 ,k .Pry `_VS/rJNAl J:.6 vi 0 0 cD 0 0 x 0 w w U Q z 0 o' 0 r z O 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 U/ 0L U// {L Q > LU H4 O U ; w J Q 0 U W LU w am J Q U a �i 1 DIRECTOR OF NEIGHBORHOOD DEVELOPMENT SERVICES L LM JOB NO. 46555 SHEET NO. C0.0 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI All17.1-03. 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:OOPM. 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 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 r TC 725.94 PROPOSED SPOT ELEVATION 1Q PARKING COUNT ANCHOR Vvi i n 78 me DAm 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 BOLLARD DETAIL No Scale No Scale 2" R TOP OF CURB 2"~ 1" R 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONC. FOOTING / /- THE DEPTH OF CURB MAY BE s 4 A MINIMUM OF 13" AND A " e' MAXIMUM OF 19" SURFACE 16" , ,. BASE, CONTINUE STONE BASE P1 VDOT A-3 CONCRETE FROM ADJACENT PAVEMENT •r "°°' SECTION UNDER CURB VDOT STANDARD CG-3 CURB No Scale 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE C= DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= i/a" CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK .-e°.w •' 9al a 4..1 a a-. COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. d . CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA "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 X WWF 6x6 W2.9XW2.9 SILICONE SEALANT 2" . T 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 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 ��Qto ��L:\LTy pF `' C Lj%: %TK-%%A SHOWALTER � hc, No. 0402057151 �,A 03/21 /2022 �4 0k2ss/()N A L ECG` M E 0 N Ui N C > E w ° E y Q u- 3 0 U.o K W L M d J U W J - uj .. d�o rn � U W w Ir x O J U) < Qv N = N F U Q m c L^ o O1 N � M 00 J w Q 0 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J U/ LL Ln U Q< } W ~ Z w I --I O U C) w Z WQ J Q Lu Lu Lu CO co Q L�L� O = z U Q 1--111 1 JOB NO. 46555 SHEET NO. C1.0 h as =0 o o "wZ 00 o � c E o a w C m D03 0 XB z; 0 2 a o� �0 o .3 n d2 �N X 0 0T; �0 >u c A 40 d `o E m B� o � a c Na m 0 a N CO m a c m o C p nE c E L 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" f (TYP.) iim 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 1112". 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 BE 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. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4' z 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 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 481 MAX 0.�Tc V 0-1 MAX TYPE A PERPENDICULAR jy $TMIN IVA S 12:1 MAX TYPE B PARALLEL 4' MIN AT X 2" HIGHER THAN EDGE OF PAVEMENT AT X X , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME v, 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C iO CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH y THE BACK OF CURB. - O O 0 O 0 O O O V- 0 0 0 0 0 0 0 0 0 0 O O O O O O O -}F �j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r 'V 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 0 501.-65X OF BASE DIAMETER TOP DIAMETER 000 0 0 0 0 0 00000 0 0 0 0.9"-1.4" _ VARIABLE FULL WIDTH OF RAMP FL00 BA5E DIAMETER F PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVD❑T CC-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 , 01-3A, 36, 3C FACE OF CURB PAINTED STRIPE (TYPICAL) 9' 1 - T—� REGULAR SPACE VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB .-FOR DETAILS OF INLET EXIST GRADE METAL INSPEC77ON 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. PDKTY $M-$URE IDD-WO FINE TOW AWAY ZONE [TON AWAY ZONE TVAN 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ARKING SIGNS EXPANSION JOINT liol=MMMMMMMNMMCZM 0 0ffffff• �a lu•nffffffff--fffffffffffffffff. .ffffffffof ff ffffff ffffffff ��. I'^ IL� �B Sa u, N I\ _ I BARS F BARS E L, B iV 1 4k 3" DIAMETER WEEP HOLE FRONT ELEVATION BARS I BA SECTION A -A KEYED CONST. JOINT 1 WARPED 2„ GU BARS APOACH /�i S A GUPR TTER E B - - I� (GUTTER REMOVED) 5%I/4" BENT PLATE 11/•„ I-u SECTION B-B p., \ N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. R TYPE A . .,< • TypE B L2%2"X2'/2"X1/4" GALVANIZED V2' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO BE ANCHORED WITH V2" X 4" STUD SHEAR WELDED TO BENT PLATE AT T C-C. NOSE DETAILS 2„ -'il PAVEMENT DI-3B L DI-3C L N W. �11 rPRPED PAVEMENT VDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.09 08/10 FLOW 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 DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER SPECIFICATION REFERENCE 233 302 O �' : uX1TH.•1� N. SHON'ALTER � hc, No, 0402057151 03/21 /2022 �4 0 AM w Q 0 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J U�// clL Ln U > Q } ui LLI C) 1­4 0 W J z LLJ V / J Q ui O = z U Q 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 LINE ALONG 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 IN DEED 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 35021'38" 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 61 W-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 65°13' 11 "E 147.95' TO AN IRON ROD SET ON THE SOUTH LINE OF ANDERSON, ET AL; THENCE ALONG THE WEST EXTENT OF PREMIER CIRCLE, PARCEL 'X', ALSO BEING A 50' ACCESS EASEMENT, A CURVE TO THE LEFT, HAVING A RADIUS OF 251.10', A LENGTH OF 182.14', A DELTA ANGLE OF 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: (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 ALTA/NSPS LAND TITLE SURVEYS, "JOINTLY ESTABLISHED AND ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS [1, 2, 3, 4, 5, , 7(a), 8, 9, 10, 11, 13, AND 16 OF 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\ ITHAS M. SHOW.ALTER T I ,c \o. 040:057151 03/2112022 Ar k �rs/ONAI t' Go vi 0 0 (D 0 0 x 0 w w U Q z 0 0 r r�7 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' W J cn U � LL O U/ M {i Q O W 1--I O U �--� 0 -z W Q O L w U I..L Co J a �/ r�� z F_ U Vni w rn La 1 JOB NO. 46555 SHEET NO. C2.0 L LEGEND \ DB. 3662, P . 228 I 0 WATER VALVE WATER METER I l \ FIRE HYDRANT \ I MON eF) / WATER VAULT i I-v I I/ I / ® STORM INLET (GRATE) I II STORM DRAINAGE (SD) MANHOLE l / / I 1 WIRE / RCP REINFORCED CONCRETE PIPE I I I (� I \ FENCE /X \ PVC POLY -VINYL CHLORIDE PIPEIlol/I 20'PARK/NG Oc \ i I aY� I i1. SAT , SETBACK LINE TMP 61M-1-23 / CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 251.10' 182.14' 95.28' 41 °3334" S44 2623"W 178.17' C2 190,00, 259.73' 154,75' 7801921" S1503005'E 239.97' C3 30.00' 4712' 30.00' 90000,001, S903945'E 42.43' CMP CORRUGATED METAL PIPE / I I Iv DISH ` / BENJAMIN KARL & CARLYERIN / \ QS SANITARYMANHOLE // I I I I/III , ' ! SAMS 7 ® CLEAN -OUT // / 1119 I/ // -� - l DB. 4643, PG. 602 \ / \ ❑T v TELECOM PEDESTAL ® HVAC UNIT OR AS NOTED UTILITYPOLE �l Z_ / 0* LIGHT POLE CHAIN -LINK YARD LIGHT f FENCE / f ELECTRIC BOX TMP 6 ER WAI_C-1 r � I ( I / � D O CHALLENGERWAYLLC / IIII I/ / ❑f ELECTRIC METER DB. 4783, PG. 672 / I II I I/ //III ® GAS METER I / I `/ // % ` WINDOW /�po 50'SETBACKLINE \ / I/,/ _ r / (FROMBERKELEY l --SAN-- SANITARY PIPE l lI l/ I �^ I/'/ / /\ \` �� / TMP61M-1-22 \\ / l I / / / / \�� / SUBDIVISION ,� ) 16 106 COMMONWEALTH \ \ /' 'l` I 1 / / \ �� 08. 899, PG. 333 Od �[ w WATER -LINE \ `//� / 'ELE � � \ � \� � � / CIRCLE, LLC HI �sL1PPd \ \ �� DB. 5141, PG. 638 UFO UNDERGROUND TELECOM UTILITY( / / / (2)1z DC \ \ ` / \ l l l l a / IPAVED / �� / \ / \ uGP UNDERGROUND POWER/ELEC UTILITY \ /l/l/l Ir // / RAMP r\- \ ` i cEL aF€LvcF \ l l WO(ID / / / / �>`° /r 4B9 PPLY � \ ^71 +6s" 7 / / F�NCE I / WINDOW �L OHP OVERHEAD POWER UTILITY / ( / I / k / / / l WELL I \ \ - _ \ 77F - -x- - -x- - FENCE -LINE \ �� bib / I / C \ c I \ \ \ ` XAS22 S82 TMP 61 M-1-21 \ / / / / / / / o �\ \ SS, / THOMAS M. & PAULA DALY ES TMP61W-1-C-6 IRO �° / / ab/ \ - _ ` \ �TOJ / HAUGHEY, TRUSTEES / � CENTERLINE SWALE/DITCH / \ \ DB. 3425, PG. 126 THE 29 GROUP, LLC EDGE OF PAVEMENT (EP) DB. 5448, PG. 13 / l l / / l ' (MOTEL) I LEVEL BH / I 12-DE'iS �\ / FRAME & STUCCO BUILDIN \ \ ^4 j / 300 SERIES TREE -LINE �� ��. / / / ^dry ROOM NUMBERS) O \ \ \ ` \ \\ CNFR) CONIFEROUS TREE /(MOTEL)iLE / F E & STUCCO I �l ING ( Ro u (/FJ / / 400 SE RI I # TMP 61 M-6 �ry I / \ \ \ ` \ / / CHAIN -LINK/ / ROOM NU BL H PREMIER C/RCLE LL / WINDOW \ \ _\„ ` �pQ FENCE / CAsrULo GA TAN tr DECIDUOUS TREE (DEC) / l / / I/ // / x / I WELL \ / 1 Q < i \ B] DB.5351, PG. 65 1 LANDSCAPEDAREA / / / / I 0 PROPERTYADDRESS: / / I �? (MOTEL) 1 LEVEL l Ill l ! l / F/REWALL as / 405 PREMIER CIRCLE p { j FRAME & STUCCO BUILDIN / / ' -'_� _ SER S_W l �� / 8 / \ n� 200 SERIES I / / / / / 7- _ c \\ / / _ ��'3�0 x:3. ATE SIDEWALK / / IIII / / / ? ROOM NUMBERS,) a 0 1 1 F9?'4�2 6' SIGN -u_� / / WINDOW STONE COL. / / /0 / OO BOLLARD 1 W-1-C-2 / /�j / / da (. ' 1.6) 0 $D/O'TLL%T/ / / / ,l Q F/REWALL / �'� nary ' /NVi468.7J'�1'RCP / r -^FAIN INV.=468.36�' 1ii"bFICE \\ 1 \ \ MAILBOX ROUP, LLC / i/ ij/ l / / STONE COL .\�% _ ! , / �� INVOLAT=4&8.4J'P I \\ 48, PG. 13 / / �/ Dry / .6'x .6) / HANDICAP (HC) PARKING \ / / �/ /�0/ as / / / J \ \ \\l\�\ \ \ \ % _ 4\70- v b$ /i /%'\ \ \ \ ` - _ _ ION J- _ / �� 4. \ I \ \ ` / l TMP61M-1-19 UNIT / /i \ I 1<- _ - -\ - - - - D` I I \ 4] Oo F PROPERTY CORNER FOUND AS NOTED 0 / / /a� 38, / (� '/' / \ - � - - 9s,. WIRE GEORGEANDERSON O ( ) / / / // n / STQN COL. ROH /" PINE � // �N fs} \ FENCE ELIZA J KINGSTOI • (S) PROPERTY CORNERSET(5/8"REBAR) / //�///L�/ / o� 1�'x1.s� 1BxP/ E 100.65' _ C1 DB. DEED BOOK ^° /N�/�/ / / q� / / / I/ ,PIN y _ ' \ I 39'36"W -410J - - ��S- - DB. 1878, PG. 660 / / 14"DEC l l --�✓ �� ' 5 / - - 3° - _ �_ \ABANDONED PG. PAGE RON/{Fq/ // I / / / oti / - /y> - 8"-DEE -- 1 DEC F STRUCTURE �� \ \ c \ C. 0 / /// l / / l / 8 DE STONE fi �1.6L / ROH i iP / / _5 � - - - - O / ANC CHAIN -LINK ! I q�1' i 'ice-7f---�� \ \ ACSA ALBEMARLE COUNTY SERVICEAUTHORITY - -/ , / / o R � �` ,<4 / /// /// / // / ? L.�' 15"DEC - - ' / / 1 ` \ / / / a / _ / / i - 1\ \ \ \ \ FENCE ® EXCEPTION NUMBER REFERENCE O� / /%IIII/// / / �� / \ rSA £ �1Ro (FJ B1® CIR a / ���472- -® P111ER \ / / \ " - P G'X') ENT / s \ e9 \ 0 / ///// // / /O / $PECIFIC / i \ / ' ' pRCE sEASEM B•. /,a \ \ , SOIL BORE �� / / ^p� \ / / O ^� SUB FACEPaINT w, O /I 50• pCGES IRONS) cb LSA�iI \ C �%12� /SP\� SD INLET W/GRATE Py GEP"fIONS DB T pG. 242 CONTOUR INTERVAL = 1' - /'�/ BH - ` -\-18" RCP _ TOP=470. = i / oN (F) 15 I \ s'9.1• - k� \ </ / / > d / / \ _ TOP=470.43' 8 !` i i / 6"x 6"\\ - (ENT .) EX. 20'ACSA i'4TH� // / INV. 1N=468 SANITARY SEWER \ i\0 / / i '(j WOOD h\\ _ 8"RCP SWM / ' IRON /i' �/ '/ OO BOLD \ Pam( ) MHS EASEMENT - \ ROH 3 / 7 ® j i / , KYP,) \\ .OUT= 8' 18" RCP `T =472.49' OB. 899, PG. 327 \/ SANITARY STRUCTURE / IIII // �B• , B Ts/ RO� / { / a / SO CURB/NLETW/MHD( G) /// / o / / V I /l HUH 0 \ INV 1N=466. 19' 6" TC (SW) \ / / IRON (FJ (3.0' x 3.3) I /NV. 1N=4�i6 7' 6" (SE) REFERENCE /IIII// / //7/ ) 8 \ (24" li / / TOP=471.72' - N 6"x 67 / // ✓ / a1'ti < INV OUT=466.29'R TC - - - (ENTR.)�65� •� EXCEPTION 17 / \ / woo o / \ /, / / INV. IN=466.52' 18" RCP I \_ - - MHSA �//// // / // / T- \ BOLLA D X/ 1h // / I SD INLET W/GRATE INV OUT 466.43'18"RCP MHS 4 MHS / Q k TOP=469.54' \ TOP=480.06' IIII ///j/ EXCEP ION 19 ELES. / O 2go (T) / LSA V // / / SD INLET W/GRATE (2.5'x 25J I(1.Tx 1.7f TOP=476.0T NV. 1N 461.24'8"PVC SW ` /�/ / /j/ / I ,/ &, l / / / ,� � / / , / / TOP=474.53' SET ON TIMBERS STRUCTURE SURGED' ( I \ INV. 1N=473. 14 8" PVC (NW) / // / / / �\� 20f /NV 1N=469.92' 8"PVC MHS NV. 1N 461.24' 8"PVC (SE) / METAL FENCE ®/ v (ry / / / INV. 1N=469.28'21"RCP TOP=471.88' INV. OUT=469.778"PVC TOP=469.62' INV. OUT=461.19 8 PVC �I' ) / INV. OUT=469.28'21'RCP INV. OUT=470.67' 12"CMP INV.OUT=4.11'6"PVC(SW) //�////� // / / / C HT-50' � / MHD INV. IN=463.82'4"PVC \ INV. OUT=473.11'8"PVC ///�//////// / // ' ti orc /\ I 1 Cl /lj / TOP=475.4V TONE COL. / I / / 1.y INV. IN=463.30' 6" TC S �/�L/// P v P / / / I INV. IN=469.45'21"RCP ME AC d'Ktl / / I (1.6'x 1.6J \ POOL I / 8^ �/ /� I INV. OUT=469.43'21"RCP INV. OUT=463.09'6"TC I MHS B Ir /�/ 14' CONE /SD IN W/GRATE �- TOP=476.7T %/�//I / / �\ �FFB !yl 2 4 / /Ge (2.5'x25) INV. 1N=472.84' 6"PVC (SE) // _� \ SHED SEE / I - TOP=472.98' IIII// // / I b s'x 12) = /� MH3''B' V� -`,, INV. 1N=469.63' 18"RCP SW INV, 1N=472.778"PVC (SW)//////// /// \ CON .pl / / qTE /^ - - - - -' L �'/ I� INV. lN=469.58'18"RCP (SE) INV. our=472.69' f - r 1(11 / //I f / Q / X EPTION IB/ 19 vAVLr / - - �- / _ C� _ SAN _ - _ „ INVOUT=470.00'21'RCP /E'�9 - - �_Pic ¢ EX. 20'ACSA \ SEE MHS A' - - _ = - = - - - _I 18CP 13 TMP 61 M-3 lull // �,�5/ \ / /WATER -LINE ESMLI �L\-� {y1 _ I I /EX 20'ACSA O EX 20'ACSA WATERLINE M&H REALTY SEVEN, LL C / j 1 / / , / OB. 92,5, PG.-433 O� w A WATER -LINE I /. If I I / / / //LL_ _ G _ �o� EASEMENT D8. 4572, PG. 157 !II I b'j l� I/�/UGP o / / - - - - - /� / /' I DB59 3EPG, 374 NT DB. 850, PG. 368 TMP 61 W-1-C-4 /ljj1 /�I�I / ! I I Q SO INLET W/GRATE I // / {} 1 (15+2HC PAR ING PAC S) \ \ I \ G \ I (2.5'x25) THE DB. 5096, PG. 510LLC l I I I I „(I I,/ I I ��/ \. TOP=477.95' CONC. WALK 72.4' / / � \ INV. OUT=470.00' 18'RCP /! lj •�`` l' 72.5' 723' STONE COL. PAVED STONE COL. iSA1 O (li (1.5'x 15J RAMP (t5'x Z5) :� � // V// �O I , v I I \ I I I EX 20'ACSA WATERLINE I l ' ' (MOTEL) 1 LEVEL 0.75' STOOP - I I, rQ / EASEMENT TMP 61M 4 FRAME & STUCCO BUILDING ELEv. 480.06' STEPS \ I I I / DB. 839, PG. 712 JAISHIV, LLC \08, BLDEP (OFFICE & 100 SERIES F/REWALL 8.2' I I rOB. 1572, PG. 543 ROOM NUMBERS) BLD EP �� Y CHIMNEY ICY m I �is/ I (ENTR.) CONCMASTSIGN: I,k/ ( / / l u� STEPS A STONE COL I h l I 4� SD INLET W/GRATE $`3 'RED CARPET INN' J III MV ROH 72.5' (TYP.J 723' OH (1.5'x 1.5) 72.4' 5.4' �Y / Q 4 I lI k I I I / I (18 ll/ l/ l/l IO III I �J I 8II W) I x2.5) TOP=476.55' INVOUT=470.05' 18" RCP CONCWALK BH P. SCALE 1=30' B 4 m73 8" DEC l l \ z I 0 30, 60' 15VEPCO EASEMENT , /A 8" DE - � /8"DEC � �y� ^ / /l l '�' l a264 (APPROXIMA6TEJ / ll -I. - (1J PARKING SPACES) _ 9, _ ;<' , - _472 ►_ _ _ I 2632' 'A LTA / N S P S LAND TITLE SURVEY' l „ A2sa - a$1 - �- - -�; - �' / OHP \ I F A PAR LE F LAND 2651' a N / I OHP� OH ,2Ga l / ( ) SPIKE / 61 ` / m _ ByTj�,99y / IRONS l72 ( 1-LEV=485.03' '�\I / U P _ _ _ _ _ - --�80J // I i l \i IRONS l ---- =$' _----- _=0H_P /'/ /Gnj /� -\ 1.R9 1 RA I HC O C O _ l RAMP )-�== = _ - =-_ - ==_=4r0=-=== = - -_- = - _ _ = = _ _ - ,,i, H� I 1 CONTAINING 3.749 ACRES _------- -- - -- - -- -- _ _____ ____ ___- _ - - - - - - ---------------- --------------- ___---_--_ - -------- _ qLij _ _ _- - - - -- - - - - - _ = S35°21'38"W 188.58' _ � - 4Z5- _ _ _ _ _ _S3520'15"W 110.00,- _ -_---- __- - ----- _ _ �111/_____ _ FRONTING U.S. ROUTE 29 ---------------30'SETB \ _ AND BEING TAX MAP PARCEL 61 M-6 - ---- m 18"RCP m SD CURB INLET W/MHD IRON (F) ACK LINE 16 C&G c� 8 { O O C&G IRON (S) SD CURB INLET W/ MHD I N T H E BENT DB. 899, PG. 333 0b 2'�/O 18 16 P.O.B. TOP=471. 11' TOP=469.38' FOR 61W-1-C-0 10 15' VEPCO EASEMENT Oa lNV OUT=464.53' 18" RCP INV. C/L BOT=445.89' 18" RCP S44'32'E, 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT DB. 920, PG. 609 10' P KING COUNTY O F AL B E MAR L E V I RG I N IA FROM SET IRON FOR VIRG/N/A ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE 1 DB. 284, PG. 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL Albemarle County Rio Magisterial District VAR. WIDTH RNV Date: JAN. 29, 2021 Scale: 1 " = 30' Sheet 2 of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM 410wt-�LALTH pF `' O Q �' : LI%.1TK-%%X SHOWALTER > hc, No, 0402057151 03/21 /2022 NAI. ui rr 0 0 c7 0 0 x H 0 w w U Q z 0 0 r z O u U (n w 0 z O U) 0l I DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' J U � z U > W z Z 1-4 0 p Lu w U LU J ,n V w z ^ I..L CO J ~q Q ,^ / V x U LU rMl JOB NO. 46555 SHEET NO. C2.1 L \ DB. 3662, P . 228 / I MON eF) / 1Ivl II/I / I WIRE FENCE / \ I /IIIII�I \ Oc \ /X If 110 / I 1 / I 20' PARK/NG \ `SETBACKLINE TMP 61M-1-23 DISH / / BENJAMIN KARL & CARL Y ERIN SAMS / r 7 / OR 4643, PG. 602 If / {/ l l l / I l ✓/ ' � � C \ � � _ _ CHAIN -LINK FENCE LEGEND: w� \L.IH/J7.( REMOVE CONCRETE Ord` � REMOVEASPHALT .1` •:yf�.s....•t`��s 'G .I -I\ 1TH.•1N A SHOII'ALTE•R � REMOVE BUILDING I .u, Vo. 0402057151 ® REMOVE GRAVEL A� 03/21/2022 [AlMILL&OVERLAY �� ONAI. Er�G x REMOVE TREE TMP61W-I-C-1 �IIIf' ///�—!— �lIDD� r CHALLENGER WAY LLC II III I/ /` /. 811c OR 4783, PG. 672 till I �� /*PO50' SETBACK LINE (FROM BERKELEY J \ l TMP61M-1-22 \ SUBDIVISION) 16 / / / / /.... . :... 106 COMMONWEALTH \ l / / ` I!'. _� .� \ / 08. 899, PG. 333 O Od �[ ` b l i.... H:J:'.: :::.:' \ \� I / CIRCLE, LLC \^ / QT�I '.. SUPPLY\ \\ \� \� OB.5141, PG.638 / .'. is \\ \\ \\��\SFI N-LINK l \ FENCE : �. �/. � . ,... � _ PPLY IL 68TMP61M-1-21 / \ EC- 25�. / rHOMASM. &PAULADAL Y _ /'./... 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(::.: :: .'� 1 `0 3D/O,U L/T/ / / SW (1.O�x 0.8<SR.`OPNINGJ� \ \ \ THE 29 GROUP, LLC / / / / l STONE -COL :' ' ' Fl wA . / L lNv.=4s8.3k 10"b FW. \ \ / / / .fi'X :fiJ::: ._'.... ._. _. _.. ....'. .. ...........:�/�:_..:._........ `NV�468.71'�1"RICP r \ FA'"/CITY INV. OUT=4�8.4b'I�"RYP DB. 5448, PG. 13 / / 41, /.. .. . / .. _.:: '. py� :... . . �\ `�. /b ' /-_ _ - I \7y� l TMP61M-1-19 /' / / \ \ -� c FENCE ELl2A J. KINGSTOI 0 / / WIRE GEORGEANDERSON EMO E I$LANC)'. P 1 X 1 6 J PlN s � / iBYP/ E �- "3 36"W 108.65-4�5 © i c i - - OB. 1878, PG. 660 ^°j 7�i � r...._... �' �'.:/.�.�'.�:_:.: --� � � -'1 'DEc �_, -\-ors C. ABANDON EXISTING IRQN f / / l / z'' ' ti / _�. > - 8 DEB - - STRUCTUREI \ Ib "DEC:/.. l i - 3A /f REM O' / i iyi _ - - - - �- \ r \ LOT LINE / /// //// / � :. _P .: '. .'. _::GPi'i� /4% i _ / � '\-®� \ABANDONED) IsCHAIN- e'V / _ % \ RE /? 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EX 20'ACSA REMOVE FIRE HYDRANT9jW1111/////// _ G p BOLD \\ _ 8"RCP(N SWM) MHS EASEMENT / /// ...... ��' o /'' ' / POLe \\ OUT= . 8'18'"RCP ABANDON ASSOCI��F�/�/ // O �:. / (4YP.) fG2e=472.49' DB. 89$ PG. 327 / // l // ' :.'../.___ .T6✓ ./m. \ SO CURB INLET W/MHD( G) INV 1N=466.19'6"TC SW i \ WATER EASEM3 // ( ) \ i ::'. '' RELOCATE EXISTING REMaVE�' � 124., �`6 // / / ti7 � � IRON (F) TOP=471.72' INV 1N=477i6�T 6"(SE) /iy+ {{ �� / SHED ON SITE PER 6" �6X // vt / Al INV OUT-46629' TC � � — — _ (ENTR.J, 465— Yn INV. IN=466.52' 18"RCP I Tc — \ EGE ro n. Wcsop.IREMOVE 4" MHS .. 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WALK 72.4' 1 1 1 1 / \ \ \ \ \ \ SA i \ 1 1 / � I // 725L I ' 72.3' RELOCATED FIRE STONE COL. STONE COL. lsxts) \\ I / HYDRANT ASSEMBLY (1.5'x1.5) 1 1 // EX. 20'ACSA WATERLINE / I I EASEMENT TMP 61 M-4 (MOTEL) 1 LEVEL 0. 75' 1 I 1 I 81, I 1�1 /\ DB. 839, PG. 712 JA/SHIV, LLC FRAME& STUCCO BUILDING STOOP C Nc / ' I / DB. 1572, PG. 543 (OFFICE& 100SERIES ELEV=aso.os' P / I I 1 ST�P§ \ I I I \ / lb3 BLD S EP ROOM NUMBERS) FIREWALL— / All ' BLD S EP I JOB N0. CHIMNEY—1 I i I / \ I I I (ENTR.) SCALE T`20' r 0.8' � s �EPs p STONE COL. yl 11 4j4` �/ \ 46555 D . II II I1/ / III I I I I l SD INLET W/ GRATE 0 20' 40' MASTSIGN' RO(1.5'x 1.5) 5.4' I I I / SHEET N0. CARPETINN' (TYP) (25'x25JROH G 172.572.372.4 TOP=47655' C4 1 I I INV. OUT=470.05' 18"RCP 0 c 5 a m N c h' L \ DB. 3662, P . 228 / I / \ / I MON dF) / I1I�IIIII/I / l; it lrl ' WIRE III I I FENCE / /X \ / I �IIIIIII \ 8 SA T.I 20'PARKING \ DISH / SETBACKLINE TMP61M-1-23 / \ I / II 9 _ _ l BENJAMIN KARL & CARL Y ERIN /.�. ////III I/III I SAMS 7 I�III /�-�--_ /" DB. 4643, PG. 602If \ 76? <` / CHAIN -LINK !� I l l /y 7 \\-• FENCE / t TMP61W-1-C-1 CHALLENGER WAYLLC DB. 4783, PG. 672 50'SETBACKLINE V / (FROMBERKELEY \ SUBDIVISION) 16 TMP 61M-1-22 f: � DB. 899, PG, 333 Od 106 COMMONWEALTH / X I // / 0h / /' / / b / \ SUP L? \ \\ / CIRCLE, LLC %\ \�-\DB. 5141, PG. 638 / SN�?�'t INK l \ ENCE / s° THOMAS M & PAULA DALY \ // / HADB. 3425, PG., TRUSTEES / TMP61W-1-C-6 /RO l / / 7a.. - � \ � \ \ � , , ` ` \ �T / THE 29GROUP, LLC / / // / / / l '/ /•' / \ �� DB. 5448, PG. 13 BH \ �cp / /00 IRON ((F/J / / . f / / i I \ \ CHAIN -LINK/ TMP 61M-1 20 FENCE - CASTULO GAITAN / - - - -�\- " \ DB. 5351, PG. 65 5' SETBACFt //i b�oii// \� TMP 61 W 1-C-2 / / / // / •.� l l / / l // / j/ / I \ \ �\ \ \ \ \ / THE 29 GROUP, LLC DB. 5448,PG. 13 p/////l l\\\t� \4�70- TMP61 M->-19 E L_ WIRE GEORGEANDERSON 125 LF OF UNDERGROUND ' ' \ �- FENCE EL/ZA ✓. K/NGSTOP 0 / STORAGE PIPE o / — _ i TO REMMN \\ _ r36"W 108 65C. _4� o / , 's IRpN/{F4/ f /� \ / pW _ _ - _ _ 9q Ee - - - - _- �>' DEC ` J (STRUCTURE a \ \ \Cb DB. 1878, PG. 660 49 ___ __—�— — — - � =i 8„\ABANDONED) -A72- N AC / 1 \ �� CHAIN -LINK e� / Oc0 /// FENCE ^h ,ano CIRCLE A�1/ SAN_ XA�O \ - ;.. ///////j`..`.::.Fw,GESSEASEMENT\I O (S) \ TMP61W-1-C-3 //// ///j/. / / - c g21 25 242 \' \ SD INLET W/GRATE p'f10N p6 - \4 i \ \ \ THE 29 GROUP, LLC /x-3.9' _ , EXGE pg. 7, `r / / // DB. 5448, PG. 13 / / /�/ / // /j 1 l / / / / / / \ / _ _ / / \ \k- 18"RCP , TOP 470.43' - ' / 15 / I 6"x6" Q\\ - - - ENT EX. 20'ACSA (ENTR.) WOOD �C INV. 1N-468 ( ) SANITARY SEWER IRON (F MHS EASEMENT 8'18'"RCP INV qe_ BH / / / / /' / \ i ' / NTYP) SD CURB INLET W/MHD ( G) 1N-466 19' 6" TC (SW) G. 327 18' HDPE PIPIN IRON(F) (30'x3.3J I INV IN=4t6,67'6"(SE) Sq \ /..; / TOP=471.72' - ti /A1� INV 1N=466.52' 18"RCP INV OUT =46629'�TC _ _ �- - _ _ (ENTR.)i 465\ / INV OUT=466.43' 18" RCP MHS 4.. MHS B„ \ 8" HDPE PIPE / / / TOP=476.07' TOP-469.54' \ \ INV. 1N=461.24'8"PVC SW /-/ / / STRUCTURE 'SURGED' ( ) ✓ / __ .•-_. 20% INV IN=469.92'8"PVC MHS ( ) INV. IN 461.24' 8"PVC SE 24" YARD T 1 / INV OUT=469.778PVC TOP=469.62' INV OUT=461.19'8"PVC \S9 15" YARD DRAIN / / MHD "N� DRAIN (TYP) / TYP / y: j � _t i � ) � \ / � �/ / TOP=47541' INV. IN 463.82'4"PVC IN INV IN=469.45' 21"RCP INV. 463.30' 6" TC (S / //// / // ✓' / l' < .,) X\ r L _ / ( / 7� I / INV. OUT=469.43'21"RCP I INV. OUT=463.09'6"TC l/ / I I 13 TMP61M-3 IN � � \ / I /EX. 20'ACSA EX 20'ACSA WATERLINE M&H REALTY SEVEN, LLC WATER -LINE EASEMENT DB. 4572, PG. 157 b — — \ - " ' EASEMENT Oe903. PGDB. 850, PG. 368 . . 374 TMP 61W-1-C-4 THE 29 GROUP, LLC I / / \ _� _ _ _ _ I \ _ _ I✓ \ ' \ DB. 5096,PG. 510 nIIII, / II --- - - --- -- �I 12"IH EPI INCH EX. 20'ACSA k' W EASEMENT61M -4 PG. 7�TERLINE 2 JA SH DB. 1572, PG. 543 5'SETB I I (ENTR.) 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DUT=464.53' 18"RCP UE_O__=--__ `18"RCP SO CURB INLET W/MHD TOP=469.38' INV. C/L BOT=445.89' 18" RCP I ��Q��L:\LTy pF `' C v :us ITN-%X N. SHOWALTER hc, Nn, 0402057151 03/2112022 Q. 4 rJN A 14�`G, � w Q DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' Q W a J U Q 7 U < <FLL } w z i--i �z o Q w cgj C7 W �C Q w z CO J a Q Q I 2 � U J Q Q Lu O JOB NO. 46555 SHEET NO. C5.0 E9 L SCALE V=30' 0 30' S0' �490� , It P CHAIN -LINK FENCE •CJ�sr'y 'L / TMP61W-1-C-1 I I Lic, V0.0401-057151 q CHALLENGER WAY LLC // I I III I / / / / // // \ _ - - \ :u\%TK-%XXSHON'ALTER DB. 4783, PG. 672I III I / / / \ \ \ ` \ \ k \ / / Ok 03/21/2022 - /()NA1. Gl� 50' SETBACK LINE TMP 61 M-1-22 / (FROMBERKELEY SUBDIVISION) 106 COMMONWEALTH / ,., E CIRCLE, LLC o 0 OB. 899, PG. 333 rn , / , / �/ / / / / , � \ \ \ \ \ ♦ DB. 5141, PG. 638 N c / 1 /// / / // // // I\�\ \\ \\\\�\ \��� \ \ Q / \ \ \_ ai E Lu l / 1/// �/ / / / / / / \ \ \ \ \ \ \ \ \ CHAIN -LINK Q 3 I % / / l ` \ \ \ \ FENCE, 0 \\\�\ Q W W U Z WOOD / / If/ / \ \ \ w _ - vi O \ I l 1 FFN°� (A ZH i TMP 61 M-1-21 OJ m < w \24" THOMAS M. & PAULA DALY o Q 0 HAUGHEY, TRUSTEES Lr) = v ry Z DB. 3425, PG. 126 x v > O TMP61W-1-C-6 I / / I /�� ! \ \ \ ` - - - \ OT9� c in THE 29GROUP, LLC l , / l / / , / \ - , - \ 0 4 w DB. 5448, PG. 13 / / / l ! 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' 481 / - - \ / / . f - - / / v I/ w/v D / / / / � 480 479 � 478 477 / / � � I I I TMP61M-3 Lu _ _ �_ _ _ I I M&HREALTYSEVEN, LLC 1 / I 482 1 rtl - EASEMENT A WATERLINE l I 1 / / / , s / _ X ZO'ACSA D8. 4572, PG. 157 rL� I/ , l , / I l / / / / 483 d8_L.y- 0 , / / WATER -LINE DB. 850, PG. 368 1 I,/1 Il, / 484 b. b \ , 1 \ / EASEMENT 0 1 / / / - L - - - - - - - - - - / DB. 903, PG. 374 0 a1111�-----�- - - - - - - - p \ �X GN \ / SANITA�Y SEWER CONNECTION; / \ I 0 D/INLETW/GRATE ` ADJUST TOP \AS REQUIRED TO MfiTGIH ' \ I IGQ k� 2.5 x2.5J PROPOSED ADL P=47795' I 1 ^g / \ / K OUT=470.00' 18"RCP CONC. WALK 72.4' �I I \ \SA \\ \ \\ . I STONE COLSTONECOL. 72.5' 72.3' / \ (1.5'x 1 5) l l 1 1 I� (1.5'x 1st \I \ EX. 20'ACSA WATERLINE / (MOTEL) 1 LEVEL 0.75' I EASEMENT TMP61M-4 FRAME & STUCCO BUILDING STOOP / I I 1 a \ OB. 839, PG. 712 ELEV=48a.66' C()NC. / / I / ' DB.1572/ PG. 543 (OFFICE & 100 SERIES I STEP§ / c ROOM NUMBERS) I BLD SF FIREWALL BLD S EP I JOB NO. CHIMNEY-1 � I I I I (ENTR.) I I I ALE 1 "=20' 0.8'\ s°PS p STONE COL.' j I, I 7 \4j4 �' r 46555 MAST SIGN.' I I ro b (1.5'x 1.5') I I I / SD INLET W/ GRATE 0 20' 40' I r CARPETINN' I I / / V ROH SG 72.5' (TYP.) 72.3' -ROH 72.4' 1 I / / (25'x25) SHEET N0. _ TOP=476.55' C5 1 I I I ! , I INV. OUT=470.05' 18"RCP l.• 0 c 5 a ro N c E9 L \ DB. 3662, PG. 228 / PLANT KEY v \ T S T L / \ / CE RUB ACER RUBRUM'ARMSTRONG' BET E N % PLA ACE PLATANUS X ACERIFOLIA % \ QUE BIC QUERCUS BICOLOR (7) JUN EAS TMP 61M-1-23 \ QUE PHE QUERCUS PHELLOS / (13) CRY JAP BEN✓AMINKARL & CARLYERIN SAMS ULM ALL ULMUS PARVIFOLIA'ALLEE' OB. 4643, PG. 602 FLOWERING ORNAMENTAL TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS COR FLO CORNUS FLORIDA TMP61W-1-C-1 /�����! ! / / CHALLENGER WAY LLC /� � EVERGREEN TREES BOTANICAL NAME De. 4783, PG. 672 i �� �/ // �� CRY JAP CRYPTOMERIA JAPONICA • ILE AME ILEX OPACA (7) ILE AME TMP 61M-1-22 JUN EAS JUNIPERUS VIRGINIANA (2) QUE PHE ( ) MAG GRA 10 � S 106 COMMONWEALTH MAG GRA MAGNOLIA GRANDIFLORA (9) JUN EAS CIRCLE, LLC /CISDB. 5141, PG. 638 \ b N/ / / SHRUBS BOTANICAL NAME ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA TMP61M-1-21 v (5) QUE BIC / THOMAS M. & PAULA DALY TMP61W-1-C-6 v/I l / l / • / A / (2) BET HER _ / H U 3EY, PG. THE 29 GROUP, LLC / / / / / l 1, / ,�' - DB. 5448, PG. 13 ////// PARKING LOT 1 ��� (7) ILE AME/ A� o� (10) CRY JAP TMP 61M-1-2o 0 / \ CASTULO GAITAN • / _�_' 7 DB. 5351, PG. 65 5' SETBACK llll l r // r ��� • PROPOSED BUILDING .-- �, (7) ULM ALL TMP 61W-->-C-2 � � (3) ULM ALL THE 29GROUP, LLC DB. 5448, PG. 13 \ / • / / l l l 47 �I l / v / • / _ / /R� , v \ �� - _ • I� 7y / TMP 61M-1-19 ,g. GEORGEANDERSONOR ELIZA J KINGSTON --36rNj DB. 187$ PG. 660 - O� • / , ' 475 - - - - - - - (4) PLA ACE - _ •- �/�� \ —���� $ -472- Cb oP0 /// �///// // `. � / 3'F' / � v i/ f/ /� — / / —472 TMP61W-1-C-3 cy �, THE29 GROUP, LLC / // //// / h / / (10) ILE WIN • �/ / r\\y}\\ P \ S DB. 5448, PG. 13 (2)QUE PHE 1 ULM ALL s, �� / 2 PROPOSED BUILDING ell y I/ 77 T!!! TMP 61 W-1-C-4 / l l ! 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RACHNER CHECKED BY F. HANCOCK SCALE 1"=30' J U z Q U Lu a > } Q W~I^ U Hq O v / w W Q w J _j J Q J Q 2 Lu U o Q JOB NO. 46555 SHEET N0. L1.0 L SCALE V=30' 0 30' 60' / TMP 61W-1-C-1 CHALLENGER WAYLLC OB. 4783, PG. 672 TMP 61 W-1-C-6 THE 29GROUP, LLC DB. 5448, PG. 13 i L_ 5' SETBACK / / ,��� TMP61W-1-C-2 / // , THE29 GROUP, LLC D8. 5448, PG. 13 /,0 - -- i//7/ TMP61W-1-C-3 THE 29 GROUP, LL C / DB. 5448, PG. 13 -- - PLANT KEY TREES BOTANICAL NAME QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' SHRUBS BOTANICAL NAME ILE WIN I ILEX VERTICILLATA TMP61M-1-22 106 COMMONWEAL TH CIRCLE, LLC DB. 5141, PG. 638 / TMP 61 M-1-21 THOMAS M. & PAULA DALY HAUGHEY, TRUSTEES / v \ DB. 3425, PG. 126 12" DEC / --483 v 482 L - O ULM ALL 2 D bry a EXISTING BUILDING (3) QUE BIC v 8 `- - - - -- 4,93 / 487 \ \' 4 -475— 18'77EQ 4 \ 0 0� 0 c v / s DEC,, -vim Q _ — (5) ILE WIN�s, / (2) QUE PHE (2) ULM ALL PROPOSED BUILDING EXISTING BUILDING / / I ct) s � _$O --- - -,gym SAC I I L SA / o i � I 7 TMP 61 M-4 JA/SHIV, LLC D8. 1572, PG. 543 TMP 61M-3 M&HREALTYSEVEN, LLC DB. 4572, PG. 157 SCALE 1"=20' 0 20' 40' dK W. Ii 4Cp��I[I W 14 �'"�y�� 03/21/2022 I DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=2U J I --I J U Q > Lu d W O u W Z W J Q Q Lu W CO J Q Lu T i Q U a a �i JOB NO. 46555 SHEET NO. L1.1 L 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 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 OR • • �, lE�,�� u `� Iv�o^� SAIN agg - . • • . • .• • I .• ��01'�li illl •• . •• A. • •• -• - •• NOT TO SCALE PLANT SCHEDULE S I A M I L O N ACE RUB 9 ACER RUBRUM'ARMSTRONG' ARMSTRONG RED MAPLE 3.5" CAL. B&B 57SF 513SF B 3 A 1 R ." A 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. I B&B 1419SF 2,933SF ULM ALL 118 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. I B&B 1423SF 7 614SF =20,094SF FLOWERING ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY T A CER CAN 4 CERCIS CANADENSIS EASTERN REDBUD 1.5" CAL. B&B 124SF 3,450SF COR FLO 8 CORNUS FLORIDA FLOWERING DOGWOOD 1.5" CAL. B&B 124SF 1,148SF 512SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY 820SF CRY JAP 23 CRYPTOMERIA JAPONICA JAPANESE CEDAR 6'-8' HT. B&B 150SF =5,930SF ILE AME 14 ILEX OPACA AMERICAN HOLLY 6'-8' HT. B&B 82SF TOTAL JUN EAS 16 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6'-8' HT. B&B 32SF 496SF MAG GRA 10 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 6'-8' HT. B&B 82SF 992SF =1,488SF 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 =27,512SF LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 9 LG TREES SEMINOLE TRAIL 298.58 LF WITH INTERSPERSED 298.58/35 = 8.53 9 LG TREES 12 FLOWERING TREES FLOWERING TREES LANDSCAPING ALONG INTERIOR ROADS OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PREMIER CIRCLE 444.29 LF 1 LG TREE PER 40 LF 444.29/40 = 11.1 12 LG TREES 12 LG TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES 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 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 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 27,512 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 SEWERAVATER 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. INSPECTIONS/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 04/26/2022 M E 0 0 a+ u N Vi N ¢o > E w ° E = y LL o 3 ow- W L M m d J U J — uj d O N N (D W w Ir 30'x LL 0 Q v Ln _ � N = U ¢ � F . 0 o O1 N � M a� 00 J t7 z O a V LU W 0 z O in w w a DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A U) J LLI w U o 0L 0 U< W } w ~ z O H4 O z cLJ w LU W Q a Q w LL m J Q Q 2 Q U Q J LU O JOB NO. 46555 SHEET NO. L2.0 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 TO 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 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 \T%1'I CROOT BALL 12GAUGE 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 LG. OR MED. SHADE 3 LARGE SHADE PER 10 PARKING SPACES TREES TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.73 AC (GROSS SITE 10% COVER 0.73 AC x .1 = 0.142 AC 3,178 SF 3,547 SF AREA) = 3,177.26 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. -DUE TO THE EXISTING AND PROPOSED UTILITIES THE STREET TREE REQUIREMENT FOR PHASE 1 WILL BE MET BY THE FINAL OVERALL CONDITION, SEE SHEET L1.0 AND L2.0. 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. HA III Wo. 14 03/21 /2022 M E 0 0 rn u N Ui N >E w ° E y �U U" o 3 0w- K W L M d J U W J — uj .. rn U W a, F0 =x gigJ LL 0 Q = .,r N = N F Q 0 �M o M N 2 M [l �00 E E H w ~¢ 0 DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A w J U/ LZ U Q LL > w� Z I --I O U w J w a ln� 2: w ^ m LL J a 2 U rn JOB NO. LU U z a J rl w Ln Q a L 46555 SHEET NO. L2.1 TMP61M-1-24 TMP61W-1-C-5 d ° HELEND. GELLING / LITTLE SISTER, LLC'O o 0/ DB. 1752, PG. 589 / \ DB. 3662, PG. °228 d ° d Luminaire Schedule Symbol Qty Label Arrangement Description 2 S211 Single LSI# MRM-LED-I8L-SIL-2-UNV-DIM-30-70CRI-BRZ-IL -E] 2 S311 Single LSI# MRM-LED-I8L-SIL-3-UNV-DIM-30-70CRI-BRZ-IL -E1 6 S4H Single LSI# MRM-LED-I8L-SIL-FT-UNV-DIM-30-70CRI-BRZ-IL o-0 2 S5D Back -Back LSI# MRM-LED-I8L-SIL-5W-UNV-DIM-30-70CRI-BRZ d \ 'o d POLES TO BE LSI# 4SQB3-SllG-20'-S-BRZ-4BC. FIXTURES MOUNTED AT 20' 0 0• � o o 'o °,'o l / a d d ° d q d / .° d 'd° d 'O rl 'o o' 'O do d 'O °♦ o d 'o CT Calculation Summary Label CalcType Units Avg Max Min Calculations Illuminance Fc 0.87 8.8 0.0 Property Line Illuminance Fc 0.04 0.4 0.0 Lower Parking Illuminance Fc 2.75 7.1 0.1 Upper Parking Illuminance Fc 3.03 8.8 0.0 o d ° BENJAMIN KARL & CARLY ERIN oo d 'o o'o SAMS � b ° d DB. 4643, PG. 602 / -- \o -do 0 0 00 o d ° b d o ° a° o Il TMP61W-1C-1 '0 -\o d o d CHALLENGER WAY LLeg 'o o -^-s- Af _ _ d o a o' OB. 4783, PG. 672 �o d .z / t .S d d 'm A r <`, °o d .° dq d 'o d .o e z�z ._ ° -� o °d'odod, O TMP 61M-1-22 d'o e 106COMMONWEAL TH °\ e ° CIRCLE, LLC e 'o d° e DB. 5141, PG. 638 / d � d 'z f • ; v � � _� _ c8 d 'o o' �o d `� °)- ma's ,S`� l 't ..-{' *�3 c o .o d 'o .o d a /o' _ � � � � .° a. r � o _ o' .o d v .o d / �' s '� s • (. 's � l 'w �'°° d z a5 0 �?� d `� d I `�' '� , - dv� d `S 73♦ o � ° 'o a� : d d o /\,/`� }' S hs .� '� d •• d `' 'o d � ��i ___ ��C d o b °o d ' o �. �f '° qG- d sz �. .�• / .� d d \p `�' V b°8 '° d 'O TMP61M-1-21 - �._ ° , z � 's i ,n z' -- °, � 'o d � � g"S�, .°. /d THOMAS M & PAULA DALY TMP61W-1-C-6 'o ° ° -'o- °`° �dv '°. , ti o o`° �,� .° HAUGHEY, TRUSTEES / i 1 z m s .F ;"= ° e o d o o` DB. 3425, PG. 126 THE 29GROUP, LLC 'o d .z / ,I s / „s 'i• s f. o o o'. - - o..- o' / o e \ DB. 5448, PG. 13 d 'o o' .� .° 2 .n 3e c / u' 's' - ,° d .o. d° dA 'O o d 'o d z o d o 'o e s /do o' 'O Iff o °o d, b o' i d ,f � ds . s` / , s_ "{ / / � �s .�, °♦ q o`� \ 4 'o do d o do .o d o �. rMP s1M-1-20 ��. / .1 ° s o 0 00 0` A\ o� A o' 'O CASTULO GAITAN d 'o d >.. r .° �. • a` J, / d ° o e DB. 5351, PG. 65 dp d d 1 ° PROPOSED BUILDING ° J' SEAACK z a/.� d I �, Cy'%' s '� 'O �, •+' `'� > dz d° o d. o o' A i2n.3-� ��CA '2�� ,°�: ° ° o' o e o Qo ° .° ° //� ,� i o f d �. � •o ,ram .u, y / d 's .�s 'd ��' -el d TMP61W-1-C-2 �° d ; /6� . � `'o .?' " / f '' o' 'z e A '° d. .'O v e .o o e l THE29 GROUP, LLCO d /. / /' d .s d� .", ♦ '" d .o o 'o o'o d A 'o. d ° ° o d 'o o' d DB. 5448, PG. 13 'o d cp�'. 't 2 / d / 'o s "+..^ c' , o d v ° °., o °A� o .0. 'o d d d + • s , .S / f s `' o` .o d V ° °,'o d A .q a e, d ° °♦ 'o d :o .a • o�� ; 0--470-° b .° ° d d 'o off\ d o'. 'o i '✓ .2 d d - - o - d °: 'o 7Q d 'O °o e TMP61M-1-19 ri .-i' oz o' ° omoo-o.° \� o° '�S- doo d o•° 'O o GEORGE ANDERSOON OR c LIZA J. K/NGS c „ '. 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HA III W. 14 03/21 /2022 M E 0 rn u N Ui N C E w E LU < N w 3 Q a 3 0 U. o w 0 m W L M Q< J U m W J —� M (D W N 7 w � 3: 0 ) X j < F 0 O � N 00 N M � H DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=30' J W U J ~' U w U>o O � 2 W z a 1— 4 O 0 �"LLJ z OC w z CO J I-1 Q 2 V U _--jq Q J W O JOB NO. 46555 SHEET N0. L3.0 h S E M I N O L E T R A I L SCALE 1"=30' 0 30' 60' L / TMP61W-1-C-1 Luminaire Schedule Symbol Qty Label Arrangement Description -E] 1 S2H Single LSI# MRM-LED-I8L-SIL-2-UNV-DIM-30-70CRI-BRZ-IL -E] 1 S3H Single LSI# MRM-LED-I8L-SIL-3-UNV-DIM-30-70CRI-BRZ-IL -E] 1 S4H Single LSI# MRM-LED-I8L-SIL-FT-UNV-DIM-30-70CRI-BRZ-IL Q-0 1 S5D Back -Back LSI# MRM-LED-I8L-SIL-5W-UNV-DIM-30-70CRI-BRZ CHALLENGER WAY LLC DB. 4783, PG. 672 TMP61M-1-22 106 COMMONWEAL TH CIRCLE, LLC G. 6 DB. 5141, 38 � A s TMP 61 M-1-21 T HOMAS M. & PAULA DALY HAUGHEY, TRUSTEES DB. 3425, PG. 126 TMP 61 W-1-C-6 i THE29 LLC 'o DB. 5448,48, PG. PG. 13 0 • c � / / .o o "I � \ IS 01 * * .O Q { k \� o * 0 0wo F 4 � .O O 2 O BS�� 0 0 4 o * 'd483- -�; - o 9 0 x k / / o 'O �f O � ` Z � A 8 * •1 9 ....,\ ' / � �� _ — — _ _ it%Jr� \\ O //� * cp •'I / i / i _ _ 0 0 'O O \ CP * 5' SETBACKo _ p P EXISTING BUILDING 0 0� s s o .� o —470- 00 '3 '9 2 * .9 1 2 1 �V'O o xx------- - - -- -_ / \ o � d 0 O 15/PINt i �' o O 2 8 �V l A o �! ° 4s1 p �a 1 \ IIINE - p - 475 _ _ 18"DEC_ /// T�i 9 �* n 0\* c; 4j fl_ rO�"' O j � _i'--�� $P --472- '0S 2 _ 'O _ S_ ir'��i' ���/ 15"DEC 3'• o 0v _ i /a TMP61W--1-C-3 ///�// /�i/ / 2 * 9 - _ - - , i ___ P THE29 GROUP. LLC / // // // / / // o 's w .W '� s '6 477 ��� - �� C �. - _ DB. 5448, PG. 13 8 �1{ 4 - /// OCP O / � Y ` 0 /// // / / / '/� �/ / / 9 .�� o •p O'O O PROPOSED BUILDING v �V o �� o z o d o b1ti� .O ' 00 �O O • o 1 x O o 00 d O .� 'O D 0 .o 0 / 'o °o �. 'o o .o o * _�481480 �479 478 4l 00 0 00 M C / TMP 61M - " HREALTYSEVEN, -W---==b----A/ - �2 _. * O & D8. 4572, PG.3157LL 4839' ' - - - 1 0 \ 484 �_ — a o of , f i L J.i V/ TMP61M-4 o JA/SHIV, LLC / I / D8. 1572, PG. 543 EXISTING BUILDING �I SCALE 1"=20' I I 0 20' 40' I TMP 61 W-1-C-2 THE 29GROUP, LLC DR 5448, PG. 13 dK W. Ii 4Cp��I[I Wo. 14 �'"�y�� 03/21/2022 M E 0 a, o N � N C > E a E w F- LU V y 3 Q LL O LL ww0 mti � U m Z w .J. - v O d O N 7 CL z H " j_ X a� U w Ewa LL O 0 a =V>N OLU O N LU M 0! a � O] J � F K M O (7 0 O K S H W > W w U O Q Z O V) O_' 0 r DATE 0312112022 DRAWN BY 4. RACHNER DESIGNED BY 4. RACHNER CHECKED BY -. HANCOCK SCALE 1"=2U Q La- LU J w 0L O UQ o }L> d wz 1 Q I --I O z U Q W r n J V W LU z_ ED w CO T J L a 0 I J U LU LU V / 2 a JOB NO. 46555 SHEET NO. L3.1 L 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 ' � c(LED) !!t us IP66 IK08 Loan 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 Photometrh 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 wiringaccess door circuit and over temperature protection. p p • 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. P • O-10V dimming standard. g (10%-100% ) compartment. • Fixtures are finished with LSI's DuraGrip' •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 • LSO 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: -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 +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 ANSVIEEE 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 uptight. accessed. • DesignLights Consortium' (DLC) qualified • Available in 5000K 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 i05 or Android •Patented Silicone Optics (US Patent NO. <IH) options available for improved configurationapp 10,816,165 B2) backlight control without sacrificing street • LSI's AirLink- 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. (a Mirada Medium Outdoor LED Area Light ORDERING GUIDE Rack to Quick Links [TYPICALORDEREI(AMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Lumimkre UpM Lumen LipM pink 8mlrce Package Ouight D'atribupon Odemal Voltage Driver MRM Miratla ® 7L-7,000ITS ML Silicone ElType 2 (blank) - standard EEI Universal Voltage (120-277V) DIM 0-10V Dimming(0-10%) 9L-9,000ITS 3-Type 3 L- Opetks marked left 90° HV-High Volage(347-48OV) 12L-12,0001ms 8,000 Ims 18L 1 gw.Type5Wide R- Optics notated right 90° 24 -24,000ITS FT- ForwardThrow 30L-30,0001ms FTA- Forward Throw Automotive 36L - 36,000 Ims 42L - 42,000 Ims AM -Automotive Merchandise 48L-48,0001ms Custom Lumen Packages' Color Temp Color Becoming Finish Bottom 50-5,000 OCT M170 CRI BLK - Black (Blank) - None 40-4,000 CCT M Dark Brome 30 3ppp( GMG-Gun Meal Gray III- Integral Houseside Shield' IL Integral Louver (Sharp Spill Light Cutoff)` AMB- Phosphor Convened Amber° BIT - Graphite III -Meselic Sliver PLP- Platinum Plus SVG -Satin Verde Green WRT- White Controls Choose One) 1 IBlenkl - None Sand -Alone Culltrota Wtron Limelight Controls Wireless Controls System EXT-010v Dimming leads Sound to housing reactor ULC- Limelight Integral Wi.Iem Radio Control by WtroN ALSC -AuLak Synapse Control System CB7P-7 Pin Control Receptacle ANSI C13&41 ° LLCS7 -Limelight Integral Wireless Radio Control and FIR McnoN ALSCH-Airl-ink Synapse Comrol System Hom/Sa ite' IMSBT'- Integral Blueloulh- Motion and Phmocdl Sensor Daylight Sensor by Lutron 8-15' mt lleighth System ALSCS02-ALink SynapseControl mwith 12-20' Motion Sensor (8-24' MH) IMSBT2-Integral BlueloomT"Motion aM Photocell Sensor LLCS2-Limelight Integra Wireless Radio Control and PIR Modow Daylight Sensor by LMron 1G30'mlheiphP ALSCS042-AirLik Ho Sensor a (25-4g�MH}' LLCS3-Limelight Integral Wireless Radio Comrol and PIR Moi 20-40'eMathm Se-2g'Motion Synappmontrol ystemSyste ALSCSS4-Alndnk Synapse Control System wHost/ 'MuffinScram Daylight Sensor by Lutron 31-40'mt heli ALSCHB04-Akninksy Comrol System Ho Sensors Pholodelta irele Senoregtewtih20-0OMdion Motion& Photo Sensor Camroller(8-24'mouldnA ALBCSI- Ainink Bin PBAN CH20-12 PW*2T?-V Wireless Neigh AlRCS2-Ainink Blue Wireless Motion BPhoto Sensor Controller(25-40'mourlting lmigM) PCMO&277-208 -277V PCM97-347V Accessory Ordering Information' Counts Anomalies oesapth a Omer Numbers Pet 20 Thermal for um with CR7P option (120V8 122514 PC208-277 Photocell for use with CR7P aptlan(206V, 240V, 277VP 122515 Two Lock Phamrell (34M or use with CRIP • 122516 Twist Lock Photocell (480V) forum with CR7P° 122510D Munk 5 Pin Twist Lock Controller ° 661409 NrUnk 7 non real Lock Controor ° 661410 PMOS24-24V Pole -Mounted Occupancy Sensor (24V) 063284CLR Shoring Cap for use with CR7P 149328 Ming Optical" omaetlor Omar numbs Single Fusing rev) See Fusing Aceessory Guide Single Fusing (277V) Double Fusing (2OBV, 24011) Double Fusing (48m) Double Fusing (347V) ShlsMlnog options p Mirada Small See shielding Guide Mirada Medium Mirada Large zone Medium Zone large Slim Medium Mounting Aseusaodes° Description Omer Number• Unversal Mounting Bracket 684616CLA Adjustable Slip Fiber (T-2 or T... r) 08133GLA Horizontal Slip Floor (T-2 Won Tenon) 652761GLR Quick Mount Poo Bracket (Square Pole) 667073C5 Quick Mount Poo Braelmt (4-7 Board Pole) 669903CLA 15 TIO Quick Mount Pole BmW (Square Pole) 68BD03GLR 1"it Quick Mount Pole Bracket (4-T Round Poo) 689905CLR Well Mount Brunel 982132COt Want Pde Brsmt (6, Mrhnom Pon D6mem) 751219C1A M4pellemous Aemmodm assurance Ode NIMker ImegrWLameHSheM 690991 Integra HouseShoe ShleM 743415 10' Unea Bird Spike Kit hT Recommended par Luminaire) 751632 FOOTNOTES: 7. Accessories are shipped separately are 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 not DLC listed. 9. 'CLR' denotes finish. See Finish options. 2. Not amiable 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. 5. IMSBT Is field configurable via the "I app that can be downloaded from your smartphone's native app store. S. Control device or shorting cop must be ordered separately. see Accessory Ordering Information. Jft LSI Industries Inc. 10000 Alliance Rd. Cincinnati. OH 45242 • wwwAsjcorp.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.oem 513 372-3200 • 02020 LSI 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-DIM-30-70CRI-BRZ-IL Project: PREMIERCIRCLE (a Prepared By: Date: Type: S411 Mirada Medium (MRM) Outdoor LED Area Light illy I e®m 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 Photometrlcs 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 wiringaccess door 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 ones. • O-lOV dimming 10%-100% standard. compartment. • Fixtures are finished with LSI's DuraGrip* P •Standard Universal Voltage 120-277 Vac 9 ( ) • Included terminal block P 9 accepts u to 12 a. P powder coat finishing recess. polyester P 9P Input 50 60 Hz or optional High Voltage P / P 9 9 The DuraGripfinish withstands extreme 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: -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 +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 • 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 C736.31 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 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 10,816365 132) backlight control without sacrificing street . 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. Ili LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • wwwAsicorte.com (513) 372-3200 • 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. 3 1 SIM LIGHT FIXTURE CUT SHEETS NOT TO SCALE Catalog#: MRM-LED-18L-SIL-3-LJNV-DIM-30-70CRI-BRZ-IL Project: PREMIERCIRCLE 0 Prepared By: Date: Type: S3H Mirada Medium (MRM) Outdoor LED Area LightAmftk6 aloe: IP66 IK08 Lumen Package 7,000 - 48,000 Wattage Range 48 - 401 Efficacy Range (LPW) 117 -160 Weight Ibs(kg) 30 (73.6) FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide- ` Performance Photometrlts Dimensions 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 DuraGrip' • 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 flnish withstands extreme (347-480 Vac). wire. -Utilizes traditional 3° drill pattern 63 weather changes without cracking or • 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 +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 • High -efficacy LEDs mounted to metal core . 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 passive infrared may be DLC qualified. Please check the DLC Available in Phosphor Converted Amber Bluetoothn' 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 to louver (avaIL) n be commissioned via IDS or Android • Patented Silicone Optics (US Patent NO. Q options for improved configuration app 10,816,165 B2) backlight control without sacrificing street g g • LSI's Airl-ink"' 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. 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links 1CALORDEREKA&1PLE: MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Lumimkre UOM Lumen Light pmk %Dune Package Ouigm Distribution OdeumaN Voltage Driver MRM Miratla LE0 7L-7,000ITS SIL Silicone 2-Type 2 (blade) - standard EEI Universal Voltage (12D-277V) DIM 0-10V Dimming (0-1 0%) 9L-9,000Ims E]Type 3 L- Optics rotmetl left goo NV - High Voltage(347-480V) 18L-12,0001m, 16L 12,000lms Sw-TyPe5wide R- Optics rotated right 90° 4 .24,o001ms FT- Forward Throw 30L-30,0001ms FIA- Forward Throw Automotive: 36L-42,000Ims,0001ms 42L- 42 AM- Automotive Merchandise 48L-48,0001ms Custom Lumen Packages' Color Temp Color Rendering Finish GPUM 50-SOOD OCT ®70CRI BLK - Blank IMmkl-None 40-4,000 OCT BB2 Dark Bnome 30 3,000 CCT GMG-Gun Meal Gray III- Integral Houseside Shield' IL Integral Louver (Sharp Spell Light Cutoff)` AMB- Phosphor Converted Amber' OPT - Graphite MSV-Manage Silver PLP-Platinum Plus SVG - Satin Verde Green WHT - White Controls Choose One) ) (&cent - None Stone -Alone Common Lutran Limelight Controls Wireless Centrals System EXT-0-10v Dimming leads edmded to housing edenor LLC- Limelight Integral Wi.Iem Radio Conroe by Lutron' ALSC- AirLink Synapse Control System CR7P- 7 Pin Control Receptacle ANSI C136.416 LLC51- Limelight Integral Wireless Radio Control and PIR Motiont ALSCH- Airl-ink Synapse Control System Hom/GatelUe' IMSBT'-Integral Bllmlout- Motion and Photocell Sensor Daylight Sensor by Lutron &15'rot heighN ALSCS02- AhUnk Synapse Control System with 12-20' Motion Sensor (8-24'MH)s 1LC32-Limelight Integral Wireless Ratlto Central and Plfl Murray ALSCHS02-hunk Synapse Comrol System Host/SmelUe wfth 12-20 Motion Senors m IMSM2- Integral BluetoothMotion and Photocell Sensor Daylight Sensor by Lutron 16-30' ml heigw ALSCS04- Anink Synapse Control System with 20-40'Mabon Sensor (25-40'MHy LLCSS Limelight Integral Wireless Radio Control and PIR Motion? Sensor° wbh208-24'm ALBCNB04-Akndnk Synapse Control System Hostnsor Oa ht Sensor Lutron 31-40'mth' hr NA W Coe ury ALBCS1- Ainink Blue wireless Motion& Photo Sensor Carnahan(264'arournghoigh0 PBostonCH2-12Phomcela Pm20-120V ALMS2-Airi)nk Blue Wireless Moion&Photo Sensor Controller (25-00'mourrnn -27 height) PCIN 47-34-208 PCM97-34N Accessory Ordering Information' Cultmb Aeemmda Osawrishe Omer Numbers PC120 Photocell for m with CR7P option (120VP 122514 PC208277 Photocell for use with CR7P option(205V, 24OV, 277Vy 122515 Twist Lock Photocell (347V) for an with Care 122516 Twat Lock Poaocall (481OVI or m with CR7P4 12251BD AftUnk 5 Pin Telst Lock Controller r 661409 AINnk 7 Harvest Lock Controller ° 661410 PMOS24-24V Pole -Mounted Occupancy Senor (24V) 063284CLR Shoring Cap for use with CR7P 149328 Fusing Oplose" lawmakers Oder Number Single Fusing (loyi See Fusing A pav on, Guide Single Fusing (277V) Double FusIng(20BV, 24DV) Double Fusing (480V) Double Fusing (347V) Shielding option Mirada Small see Shielding Guide Mirada Medium Mirada Large Zone Medium Zone Large Slim Medium Mounting Menomonee Bmrelon Omer Number' universal Mounting Bracket 684616CM Adjustable Slip Fiber (2'-23m'Tenon) 688138CLA Horizontal Slip Fitter (T-2 any Taws) 052761CtA Quick Mount Pole Bracket (Square Pole) 687073GLR Quick Mount Pole Bracket (4-5-Round Pole) 689803C01 15 rift Quick Mount Pole Brackm (Square Pole) 688DO30LR 15 TIB Quick Mount Pole Bracket (4S Rood Pale) 689905CLR Wal Mount_nt Bradcel 3OM32CM Wand Pole BrsJm(6"Aebnum Poi Dbm O 751219CLR M4pellemous Aemarodm Dimension Ode Nemeer InleprdlorvedSNeal 690951 Imepral House Sale ShkM 743415 10' Wes Bird Spike Kit (T ReommeneM par Luminalm) 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. snndard 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. Onlyavailable in 9L and 12L Lumen Packages. Consult facto for lead time and availability. 9 factory Y 5. IMSBT Is field configurable via the L51 app that can be downloaded from your smartphone's native app store. 6. Control device or shorting cap must Oe ordered separately. See Accessory Ordering Information. Page 2/9 Rev. 12/14/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsicorp.com Themas Harris & Co, Inc. � LSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.lshoorp.com sPEC.104s.A.0620 (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 • ©2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Mechanicsville, VA 23116 (a Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to QuickLnkSuickLinks [TYPICAL ORDER EXAMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Lumimite Light lumen Light Pregs Source Package Output Distribution orientation' Voltage Driver MRM Miratla LEO 7L-7,000ITS ML Silicone 2-Type 2 (blade) - standard EEI Universal Voltage (1 20-277V) DIM 0-10V Dimming(0-10%) 9L-9,000ITS 3-Type 3 L- Optics notated left 90° NV- High Voltage(347-48OV) 12L-12,0001ms 18,000Ims SW-Type5Wide R- Optics rotated right 90' W1BL 24-24,000ITS El ForwardThrow 30L - 30,000 Ims FIA- Forward Throw Automotive 36L-36,000ITS 42L-42,0001ms AM- Automotive Merchandise 48L-48,0001ms Custom Lumen Packig& Color Temp Color Becoming Finish opltam 50-5000 OCT 7BCRI 70 CRI BLK - Black IMankI-None 40-4,000 CCT BB2 Dark Bnoli7e 30 3,000 OCT GMG - Gun Metal Gray IH- Integral Houseside Shield° GPI - Graphite IL Integral Louver (Sharp Split Light Cutoff)` AMB - Phosphor Converted Amber' MSV- Wage Silver PLP - Platinum Plus SVG-Satin Verde Green WNT - White Controls Choose One) 1 Hearst -None Stand -None Colltrota Lutron Limelight Controls Wireless Controls SystemFXT - 010v Dimming leads extaded to housing exterior LLC - Limelight Integral Wireless Radio Council by Lutror ALSC- Aidink Synapse Control System CR7P-7 Pin camrd Receptacle ANSI C136.41 6 LLC51 - Limelight Integral Wireless Ratlto Central and PIR Motion? ALSCH-AirLink Synapse Control System Host /SatelRes IMSBT'- Integral BluetoodrTM Motion and Photocell Sensor Daylight Sensory by Lutron 8-15' rot height ALSCS02- AirLink Synapse ControlSysSywith l2-20' Mutton Sensor stem (8-24' MH)s LLCS2-Limelight Integral Wireless Radio Control and PIR McdoN ALSCHS02-Anink alPcControl SystemHoM/&melee writ l2-2Motion Senor s IMSBT2- Integral Blutaloom Mahon and Photocell Senor Da i M Sensor byn 1630' ell he' hP se Control System with 20-00'MotioSensor n 25-40'MHf LLCS3-Limelight IntegralWireless Ratlto Central and PIR Motion/ALMSm-Aininksatna Day,light Sensor by 37-00' ell h ' hN ALBCNB04-AkndnkSynapse Control SystemHoor with 20-0OMellon Senor' Buftm Time Photocell ALBCSI-Ainink Blue Wireless Motion A Photo Sensor Commller (4 nheight) PM2 AlRC52-Ainink Blue Wireless Motion BPhoto Sensor Controller (2&4'mourrting PCI20277- 208 -27N PW47-347V Accessory Ordering Information? Couhole Aoomodm cosmetics user Numberr° PC120 Photamll or m with CR7P option 120VI • P ( 122514 PC208277 Photocell for use with C87P space(2mV, 240V, 2rM 122515 Twat Lock Photocell (347V) for use with CR7P r 122516 Twist Lock Photocell (480VI for no with CR7P r 12251BD AINnk 5 Mn Twist Lock Controller ° 661409 AlrUnk7 non Twist LockComhola ° 661410 PMOS24-24VPole-Mourned Da MnWSenor(24V) 063284GLR Shoring Cap for use won CR7P 149328 Mini Bottom&" omaetloe Oder number Single Fusing (12OV) See Fusing Accessory Golde Single Fusing (277V) Double Facing (20811, 240V) Double Fusing (4801) Double Fusing (347V) Shhh ire options Mirada Small See Shielding Guide Mirada Medium Mirada Large Zone Medium Zone large Sure Medium Mounting Moonshine omrelon Omer Numberw universal Mounting Bracket 684616CM Adjustable Slip Fiber (2'-2 Mr Tom) 688138CLA Hodmdal Slip Fitter pf -23e' Temp) slivelcLB Quick Mount Pole Bracket (Square Pole) 087073CLR Buick Mount Pole Brisket (4-5-Bound Pole) 689903GLR 15 rift Quick Mount Pole Bracket (Square Pole) 68BD03CLR 15 Ait Quick Mount Pole Bracket (43' Round Pole) 689905CLR Well Mount Brake) 3SM32CLR Want Poe Breed gy kfrmum Pole moment 751219GLR Mooellemon Ameaon" assurance Oda Number Irsum LmnenSaeal WD981 Integral House Sale Shleal 743415 10' Union Bird Spiro Kit hT Recommended Fer Lumimlre) 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 not DLC listed. 9. 'CLR' denotes finish. see Finish optbns. 2. Not available with 5W distribution 10. Only available with ALSC/ALSCH control options. 3. Consult Factory for a ni lablllty. 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. 5. IMSBT Is field configurable via the LSI app that can be downloaded from your sm ntphone's native app store. 6. Control device or shorting cap must be ordered separately. See Accessory Ordering Information. Thomas Harris & Co., Inc. LSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • wwwAsicorp.com 8505 Bell Creek Roo Suite B 513 372-3200 - V2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. d, � ( ) 9 A 1 9 Mechanicsville, VA 23116 S3H LIGHT FIXTURE CUT SHEETS NOT TO SCALE A, Catalog#: MRM-LED-I8LSIL-5W-UNV-DIM-30-70CRISRZ project: PREMIERCIRCLE ,��I�I/• Prepared By: Data: Type: S51) Mirada Medium (MRM) Outdoor LED Area Light ; m a IN c(Lous IP66 IK08 4QZQMM Lumen Package 7,000 - 48,000 Wattage Range 9 48 - 401 Efficacy Range (LPW) 117 -160 Weight Ibs(kg) 3003.6) FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide I Performance Photometrks I Dimensions 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 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 DuraGri • P • Standard Universal Voltage Vac 20-277 9 0 ) • Included terminal block accepts u to 12 a. P P 9 powder coat finishing recess. polyester P 9P Input 50 60 Hz or optional High Voltage P / P 9 9 The DuraGripfinish withstands extreme 347-480 Vac). < > wire. • Utilizes traditional 3" drill pattern B3 weather changes without cracking or •LSO Calculated Life: >100k Hours (See fast for easy fastening of L51 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: -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 +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 • High efficacy LEDs mounted to metal core .Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in ES 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 • Available in SOOOK, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also P P • Optional integral passive infrared may be DLC qualified. Please check the DLC Available in Phosphor Converted Amber gluetoothT" 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 10S or Android • Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration app 10,816,165 B2) ht control without sacrificing street backlight 9 • LSI's AirLink- wireless control system • IK08 rated luminiare per IEC 66262 side performance. See page 3 for more P P 9 options reduce energy and maintenance mechanical impact code 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 SPEC.1045.A.0620 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back QuickLnkcktoQuickLlmkQuickLinks ITW1CAL ORDM DAMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Lumimkre Light Lumen Light Prof& Source Package output Distribution oriematioW Voltage Driver MRM Miratla LEO 7L-7,000ITS ML Silicane 2-Type 2 (blade) - standard EEI Universal Voltage (1 20-277V) OIM 019V Dimming(0-10%) 9L-9,000ImIS 3 -Type 3 L- Optics rotated left goo HV- High Voltage(347-48OV) 12L-12,0001ms 1BL 18,0001ms IN IType SWide L_f R - Optics roaNd right -24:000IMS FT- Forward Throw 30L - 30,000 Ims FrA- Forward Throw Automotive 36L-36,0001ms AM- Automotive Merchandise42L-42,0001ms 48L-48,0001ms Custom Lumen Packages' Cular7eM Color Becoming Finish Opltam 50-5,000 OCT F=__R_11 70 CRI BLK - Black fBladel-None 40-4,000 CCT ® Dark Bralae 90 3,000 CCT GMG-Gun Metal Gray H- Integral Houseside Shield' ` OPT - Graphite IL Integral Louver (Sharp Spill Light Cutoff) E[ AMB- Phosphor Converted Amber` ll- Meollie Silvio PLP-Platinum Plus SVG - Satin Verde Green WHIT - White Canhola (Chem 1 ) IMankl-None Stand -Alone ComroM taken Limelight Controls Wireless Controls System EXr- 010v Dimming leads edmded to housing extenor LLC - Limelight Integral Wiroless Radio Commit by Lutrmr ALSC- AMink Synapse Control System CR7P- 7 Pin Control Receptacle ANSI G136.416 LLC51- Limelight Integral Wireless Radio Control and PIR Medical ALSCH-Airl-inkSynapse Control System Host /SatelUe' IMSBT'- Integral Bluetoo0f" Motion and Photocell Sensor Daylight Sensor by Lutron 8-15'rot height' ALSCS02-AirLink Synapse Central System with 12-20'MaHan Senor (8-2T MH)s LLCS2-Limelight Integral Wireless Radio Control and PIR Motion? ALSCH302-AininkSaPComrol SystemHOM/Satelde with 12-20Mdion Sensors IIntegral Bluomm Motion and Photocell Senor Daylight Sensor byn 7 ell theighir (25-40'MHs LLC33-Limelight letn9m Wiire)ess Radio Control and PIR MotioN AL8CS01-Ainink Synapse Control System with 20-00Motion Sensor Daylight Sensor by 3140' not hadighto ALSCN304-Ainink a Control m HoSenSorelhe with 26 Synapse System Senor' Batton Trio Pholocelte -24' mounting ALBCS7- AlLnk BlueWiireless Motion& Photo Sensor Controller (25-C' PCI120-12- ourdinhoi9M) ALBC52-Ainink Blue Wireless Motion BPhoto Sensor Controller (?5-40'mourdnn hog&) PC1200.2347V -27N PCn47-34N Accessory Ordering Information? Central$ Accsmem Distortion Omer Numberr° Pet 20 Photomll for um wish CR7P ( option 120V• P 1 122514 PC208-277 Photocell for use with CR7P option (20i 2401, 27nol 122515 Teat Lock Photmell (347VI tor m wm CRIP° 122516 Twist Lock Photocell (480V) or use with CR7P4 1225180 ArUnk 5 non Twist Lock Controller r 661409 AlrUnk 7 non Twist Lock Controller • 661410 PMOS24-24V Pole-Moumee Dceumncy Senor (24V) 063284OLR Sharon Cap for use with CR7P 149328 Ming Optical" DmalMloe Oder Number Single Fusion (120V) See Fusing Accessory Guide Single Fusing (2T7V) Double Fusing (208V, 24OV) Double Fusing (480w Double Fusing (347V) Shielding Bounce signed a Small see shielding a. Mireda Medium Mirada large Zone Medium Zone Inge Slice Medium Mounting Aeeumoeaa' association Omer Nummr- universalMoumin9 Bracket 684616CLR Adjustable Slip Fiber IT-2 WTanm) U8136CLR Horimdal Slip Fitter pf -2 3M' Tame) 65270101A Quick Mount Pole Bmdmt (Some Pole) 687073CLR Quick Mount Pole Bracket (4-5-Reuel Pole) 089903GLR 15 Tift Quick Mount Pole Bracket (Square Pole) mm03GLR 15 TIO Quick Mount Pole B clart(43'Raum Pole) 689905CLR Well Mount Brack 382132CLA V/ood Pole Bradm(8• Arsine. Pon Diatom) 751219CLR MapelioNon AMMdm Disolptlon Ode Member Inlegratuamigniesd 69DM1 Insured House Sale ShleM 743415 10'Unea Bird Spiro lot IT Recommended per Luminture) 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 not DLC Ilstetl. 9. 'CLR' denotes finish. see Finish moons. 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. 5. IMSBT Is field configurable via the LSI app that can be downloaded from your sm ntphone'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 .coat LSI Industries Inc 10000 Alliance Rd. Cincinnati OH 45242 • wwwAskcor .coat Page 2/9 R. 12/14/21 p Thomms Hernia & CO, Inc. P Page 2/9 Rev. 12/14/21 9 9 sPEC.1045.A.0620 (613) 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. sPEc.1045.A.o620 Mechanicsville, VA 23116 S51) LIGHT FIXTURE CUT SHEETS NOT TO SCALE JKW.Ht4CpC I �0.14 03/21/2022 S M E CD 0 ON u N 6 N C Q 0 > E a; E W Q U. p 0 LL = O m ,-I of =W Q _, U co Z w J -kn N O Of w O N CL z �- a, M � U �_� x a� U � N w LL w O old D,zr Lf) 2 E N Z = V � N O ~ c W N V) W N M 01 a 7 00 J ,OF Uri K O C7 O K H 0 W > W W_ M Q Q Z O U) > K O N Z 0 DATE 0312112022 DRAWN BY 1. RACHNER DESIGNED BY 1. RACHNER CHECKED BY -. HANCOCK SCALE N/A W J LLJ 11 UQ LLI 2 (f) D W � v H4 O U LJ r� ff'tt 2 LU z W Q 11-4i W 2 ^ I..L m J // ff')1 V a J = UJ UI__4 all U1 ll t • rlee- JOB NO. 46555 SHEET NO. L4.0 1,6 a di c d > 0 m 3 m 0 n n c ro `o d N 0 m a Z. m L N 2 c m c m n c `o L 3 c a M N ,O m 2 0 (D 2 u) z 00 6 c T E o a N c w m a o O C of v 0 U 3 z N O 2 � a � . H N `05 I 0 n .- 0 3 n m On N @ c m 0 C a0 0 to L- 0 2 in N C N 00 N O E a c m 00 On c m `� m .0 a o , N 0 N ca 6 -o 2 c m m 0 c 0 N n o m N m E l­_ L Catalog # : 4SOB3S11 G-20'S-BRZ-4BC Prepared By: Project: PREMIERCIRCLE Date: (a ORDERING GUIDE Steel Poles - Square Straight Steel Poles Square Straight ULa TXE USA FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide COMiyurations Dlmansions 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/fi" Every pole is provided with the DuraGrip° 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 ILL 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. JALSI Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com (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 D180 X X D90 X X DN901 T90 X X X TN1202 090 X X X X ON90a Single FBO X Double FBO X X FIXTURE CONFIGURATIONS Side "C" Side " 0" - Thchrlas Barris & Co., Inc. 8505 Bell Creek Road, Suite B MechanicaviLle, VA 23116 Steel Poles - Square Straight - Side "B" Side "A" (Hand -hole Side) NOTES: 1 - 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"(127mm)square 5"(127mm)squam 6'(152mm)square 10.1/8' (257mm) sq. 10-1/8" (257mm) sq. 10-1/8" (257mm) sq. 17' (305mm) sq. it'07Bnm)OIe. BOB Circle 11'(ZNmM)Na.BoO Circle 11'(2PID11L Circla 1r(305mm) DI1. Brit Orch Bolt Circle Designator B C D J Slotted Slotted Slotted Slotted Batt Circle S"-it' (203mm-279mm) T-11' (229mm-279mm) T-11' (229m n-279mm) 17 (305mm) Anchor Bolt 3/4'x 30' 3/4'x 30' 1'X36' 1'x36' Size (19mm x 762mm) (19mm x 762mm) (25mmx914mm) (25mm x 914mm) Anchor Bob Projection 3-1/4' (83mm) 3-1/4' (83mm) Ir (102mm) 4' (102mm) Base Plate Opening 3-59 431r 4-5/8' 5-5/8' for Wireare Entry (92mm) (121mm) (117mm) (143mm) Base Plate 10-18' sq. if 3/4'thk. 10-1/8'sq. x 3z4'thk. 10-1/Fsq.xt'thk 17sq.x1-1/8"thk Dimensions (257mm x 19mm) (257mm If 19mm) (257mm x 25mm) (3D5mm z 29mm) Pole Gauge 11 11 7 7 Nate: Base plate illustrations may change without notice. Do not use for slating anchor bolts. Consult factory for the appropriate anchor bolt template. dift L51 Industries Inc 10000 Alliance Rd. Cincinnati, OH 45242 • www.Isi-industries.com Page 3/5 Re, 04/02/21 VW513 372-3200 • 02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. 9PEC.1070.A.0920 ( ) 9 Pe 1 9 PICAL ORDER EXAMPLE: 4SQ 83 S11G 24 S PLP DGP Pole Mourning Mounting Pole Series Method Material Height' Configuration Finish Options E�l4"x4"Sgmm"ht Pole Bolt -On Moun- San pole selection guide FS11-GI 11 Ga Steel B' rS Single/Pa211el [RI BRZ Bronze GA- Galvanized Anchor Bolts 5S0-5"x5"Square Strapht Poe for patmmsand fixturematches. (4SQ and 5SQ only) 1V O-Double BLK-Black SF -Single Flood' Sao -6"x6"Square StraightPole B5-5"Traditional Drilling Pattern S07G-07 Ga Steel 17 D90-Double DN90-Double ptp_pbgnum Plus DF-Double Floode DGP-Dum[irip°Plus B3 3- Reduced Dnllin Pattern g 13, 190-Triple WHf-Whfie tAE-Less Anchor Bogs 02.2" Reduced Dnlling Pattern 14• TN720-Triple S11G-Satin Verde Green CR)D(-Contlult RaceW 15, 090-Quad GPi-Graphite QN90-Quad 16' MSV-Medallic Silver T - Tenon Mourn- See pole selection guide 1T N-Town Mourn B7N-Alternate Bronze for tenon and fixWmNrackel matches. 1T8" (Standard tenon StandardSFandDF is, sae is 2-3/8" ® D.C.) pole preparations 22' am located 3/4 of the 22, 6" height of the pole tram I - No Mounting Hales' -Use with: • BKA4ISF & BKA 51SF 23' the base, except on • BKAX4ISF & BKA XSISF P4• 20' poles. Maxfmmn 25' height lor SF and DF 26' pole preparations on 2T 20' poles Is 13' from 28' the base. 30' 32' 35' 39, Height Restriction, Consult Pole Selection Chan on opposite page Accessory Ordering Information Description Order Number Description Order Number 48C 1 4-Square Base cover 122559CLR Vibration Damper- 4'Sgmm Pole(bohtn mount only) 172539 5BC-5'Square6ase Cover 122561CD1 vibration Damper -5"Square Pole Hod -on mount only) 17253E 6813-6"Squareasse Cover 122563CLR vibMion Damper- 6" Ensure Pols(boabn mount only) 178361 ER2- Weatherproof Duplex Receptacle 122568CM GFI -Ground Fault Climb interrupter 122587CLI1 MH5- mounting Hole Plugs for use with 5' tredwuml drill pattern (3 set of 3 plugs) 132336 MH3- mounting Hole Plugs for use with 3' reduced drill patmm(3 set of 3 plugs) 681126 M112-Mounting Hole Plugs forum withTreduod drill pattem(3sets me plugs) 725841 FOOTNOTES: 1 - Sae 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. Oft LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.1si-industries.com YQF (513) 372-3200 • C2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. PRODUCT DIMENSIONS N= 2-3/8" (60mm) O.D. X 4-3/4" (121 rpm) Tenon 8'- (2.4m- 1111.9m) 12" (305mm1 Optional Standard Base Cover Projection B2 k4) nhor Bolts Foundation By Other SF - Single Flood Pole Preparation no Bolt -On Mount 2-Bolt Pattern TOP OF POLE 0.40 T 2.50 0.75 0.40 - - 1.00 1.00 I I I 0.63 2.41 MAX I MIN - TOP OF POLE I I 1.05 3.50 I I 2,110 Page 2/5 Rev. 04/02/21 SPEC.1070A.0920 Steel Poles - Square Straight SHIPPING WEIGHTS 4'n02mm) W. 11 Ga. is approximately 7.50 lbs./ft. 4'(102mm) sq. 07 Gais approximately 10.001bs./ft. 5'(127mm) 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". 30")(19mm x 762mm) 15 lbs. GnED/set Anchor Bolts (I- x 36')(25mm x 914mm) 30 lbs. 041g)/set B5 TOP OF POLE 0.563 50 TYP 0.750 1 1.50 0.563 3.13 II I I II I I I I ISI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industriescom Page 4/5 Rev. 04/02/21 (S13) 372-3200 • Q2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1070A.0920 WIND SPEED Steel Poles - Square Straight Back to Quick Links EPA Information All LSI Industries' poles areguaameed 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: poles 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 LMMM pq Wtll Thkk (le) BOLTCIW EPA peninsular '„' Aarn� 110 MPH 115 MPH imam 1mm 1MMPm 1st MPH 1m MPH in MPH 1m MPH 4'x111ax17 /2 it B 8'-11, 0.75 119 125 113 92 76 63 52 43 3.6 4-xllgaxl4' 14 11 B r-11' 0.75 10.7 9.5 85 68 5.4 4.4 35 21 2.1 4"x11-gax16' 16 11 8 r-11' 075 8.2 72 64 /9 38 24 2.1 18 to 4-xllgaxl8' 18 11 B r-11' 0.75 6.3 5.4 41 3.4 2.4 1.6 1.0 0.4 Na 4'Illvx20' 20 n B 87-11, 075 4.6 39 32 2.1 12 on M M M 4'xll-gax22' 22 11 B 8'-11, 0.75 7.6 6.6 51 42 a0 20 12 0.5 M 4'xltga.X 24 11 0 8'-11' 0.75 6.0 5.1 4.3 29 18 09 M M M 4"xllgax MB 26 11 B e-11' 015 4.6 3.7 3A 11 01 M M M we Px7gex lP 14 7 9 5.11' 075 1&3 t6d 14.9 12.2 102 85 7.1 5.9 SA 4"x7-gax15 16 7 B a-11' 015 141 13.2 11.8 9.6 78 63 52 4.2 3.4 f'z VOT /8 7 B u-11' 475 11.9 10.5 93 7.4 59 4A 3A 28 2.1 4"Ogax2l)' 20 1 B 8'-11, 0.75 9.6 84 7.4 51 43 92 2.9 1.6 0.9 Px711x72' M 7 B r-11' 0.75 7.7 6fi 5.7 4.2 30 2A t2 05 M 4"x7-Bax24' 24 7 B 8'-11, 0.75 6.0 5.1 43 29 180.9 M M M 4'x7yax26' 26 ] B 9-11, 0.75 4.6 17 a0 11 07 M M M M 4'x7gax2F 28 7 B a-11' 0.76 3.3 2.5 1A 0.7 M M M M M 4'x7yex30+ 1 30 7 6 B'-11' 0.75 22 1.4 o8 M M M M M M 5'xllyaxl4' 14 11 C 9"-11, 0.76 17.4 157 14.1 11.5 93 7.7 6.3 5.2 4.2 Yx111ax 16' 16 11 C 9'-11, 075 13A 123 10.9 87 68 55 42 33 25 5"xllyaxl8' 18 11 C 9'-11" 0.75 108 9.6 84 65 4.9 31 2.6 1.8 1.1 51 N II c 91-11, 075 6.5 73 63 46 32 21 12 05 we Fxllgax22' 22 11 C T-11" 0.75 loD 9.5 83 62 46 32 2.1 1.2 0.5 5'x11gxN' 24 11 C T-it" 0.75 &a 7.5 64 4.5 3A 18 08 M Na 5'xllgax26' 26 11 C 9"-111 015 6.8 5.7 48 3.0 in OS M M M 5'01-px2a 28 11 C 9'-11" 0.75 5.2 4.1 12 18 04 M Na M ne 5"xllyax30' 30 11 C 9'-11" 0.75 3.6 2.7 18 a4 M M M M M a'x7-pxW 20 7 0 9"-11, 1.00 21A 193 17.3 14.0 11.3 92 7.4 6.0 4.8 5"x7-gex27 22 7 D Y-11" Lou 20.7 18.6 16.6 13.3 10.7 85 6.8 5./ 4.2 li"Ohax Nr N ] 0 P-11" IM 17.7 15.6 13.8 Too 85 6A 5.0 3.7 2.6 5'x7gax2F 25 ] D 9'-11, 1A0 14.8 13.1 11.A Be 66 49 3.5 2.3 1.3 YO-pax26 28 7 0 T-11" 1.00 in 109 9.4 69 4.9 3.4 2.1 1.0 M Yx71ax37 30 ] D 9"-11" im 103 89 75 52 3.4 2.0 0.8 M M 5'0-ax35' 35 7 0 9'-11, led 6o 4.8 3.6 18 Na M M N4 M Tx71axN' 24 7 J 17 1.00 18.6 16.4 14.3 11.2 8.6 65 4.8 3.4 2.2 6'z71ax26 26 7 J 17 in 15.6 13A 11.7 BA 65 4.6 3.0 /8 07 ("x71ax28' m 7 J 17 1.00 12.9 10.9 93 67 4.6 2.8 1.5 M M Yx7laxm' J 17 1.m 104 88 7.3 4.8 29 13 M M Na 6"x71ax32' J 12 1.00 8.3 68 5513 13 M M Na Na Yx71axsr M37 J 17 I.m 65 5.0 V 16 M M M M M Yx7-9ax15' J 17 1.00 5.5 42 a 0.9 M M M NaMYz71ax39 J 17 lAe 23 1.0 M M M M M M M All LSI Industries' poles are guaranteed to meet the EPA requiremente listed. LSI Industries is not responsible if a pole order has a lower EPA rating than the indicated wind -loading one where the pole will be located. CWON: This guare man dean net apply If the pole/bmckeUllxblre combination is used to mpponany mho Items such he flags, pennants, orsignou which would add come to the pole. LSI Industries cannot accept responsibility for halm or damage caused in these situations. Nate: 1- Poles sMrMrthan these listed hem in for each gauge have EPA rating equal to or gle arthan what is provided in this table. To Confirm EPA ratings on shorter poles, conmd LSI Industries. 2- L51 Industries recommends a vibration damper be ordered with this length. Oft LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industries.com vQF (513) 372-3200 • ©2020 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 (/) IY 0 O CD 0 O K S H W w U Q Z O V) > O r r�7 Z O CL U (n w 0 Z O > 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 > LU v LUz_ LU W Cif LU J <J//2r'q a J LU U a Ln rn Inns - LIGHT POLE CUT SHEETS NOT TO SCALE L JOB NO. 46555 SHEET NO. L4.1