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HomeMy WebLinkAboutSDP202200046 Plan - Submittal (First) 2022-06-22PREMIER CIRCLE VSH BUILDING SITE DATA: TAX MAP PARCEL AND OWNER INFO: 061MO-00-00-00600 PHA PREMIER CIRCLE LLC 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 ZMA202000011 SE202000023 SDP202200019 TOTAL SITE AREA: 3.75 ACRES BLOCK 1 AREA: 2.72 ACRES (0.73 AC. PHASE 1; 1.99 AC. PHASE 2) BLOCK 2 AREA: 1.03 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 PREMIER CIRCLE LEGAL INSTRUMENT INFO: OWNERS ASSOCIATION LOTS 1-7 (PARCEL X & 50' ACCESS EASEMENT) DB. 797, PG. 242 INSTRUMENT # 202100004402 MAGISTERIAL DISTRICT: RIO HORIZONTAL DATUM REFERENCE: NAD83 VERTICAL DATUM REFERENCE: NAVD88 MISS UTILITY TICKET NUMBER: B100500734-00B CURRENT USE: HOTELINN PROPOSED USE: PHASE 1: ACCESSIBLE SUPPORTIVE HOUSING (80 UNITS LESS THAN 500 SF EACH) ZONING: NEIGHBORHOOD MODEL DISTRICT BLOCK 1: NON-RESIDENTIAL BLOCK 2: MIXED -USE OR RESIDENTIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR AIRPORT IMPACT AREA SETBACKS BLOCK 1 FRONT AT ENTRANCE CORRIDFOR: 30FT MIN. AND 50 FT MAX. FRONT: 10 FT MIN. AND 50 FT MAX. SIDE: 5 FT MIN AND NO MAX. REAR: 10 FT MIN AND NO MAX. BLOCK 2 FRONT: 5 FT MIN AND NO MAX. SIDE: 5 FT MIN. AND NO MAX. REAR: 0 FT MIN. AND NO 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 2: 50 FT (3 STORIES) PROPOSED BUILDING HEIGHT: PHASE 1 (BLOCK 2): 46 FT PARKING REQUIRED: PHASE 1: 0.35 SPACES PER UNIT LESS THAN 500 SF * 80 UNITS = 28 SPACES PHASE 2: 1.3 SPACES PER UNIT * 60 UNITS = 78 SPACES ANTICIPATED PHASE 3: 1 SPACE PER 100 SQUARE FEET OF RETAIL = 50 SPACES ANTICIPATED EXISTING PARKING: 130 SPACES TOTAL PARKING PROVIDED: PHASE 1: 28 SPACES ADA PARKING REQUIRED: PHASE 1: TOTAL SPACES PROVIDED / 25 = 3 SPACES ADA PARKING PROVIDED: PHASE 1: 3 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVE THIS BUILDING THAT IS IS LOCATED ON THE EAST CORNER OF THE MIDDLE BUILDING. THIS HYDRANT WILL REMAIN AND TWO ADDITIONAL HYDRANTS WILL BE INSTALLED ON SITE. PROJECT TIMING: THE ANTICIPATED START DATE FOR CONSTRUCTION OF PHASE 1 IS SPRING 2023. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12-18 MONTHS. SITE: 1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTED DISTRICT 2. THE SITE IS LOCATED WITH THE MEADOW CREEK WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. FINAL SITE PLAN (ISP SPD2022-00019) 405 PREMIER CIRCLE COUNTY OF ALBEMARLE, VIRGINIA 06/21/2022 �O GR S� '- SO� S� R �P e��Qv MONWEP�SN pR GOM / PROJECT LOCATION VICINITY MAP SCALE: 1" = 110001 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 DEVELOPER: VIRGINIA SUPPORTIVE HOUSING P.O. BOX 8585 RICHMOND, VIRGINIA 23226 CONTACT: JULIE ANDERSON TELEPHONE: (804) 836-1062 (PHASE Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PHASING PLAN C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 PROFFERS C2.0 EXISTING CONDITIONS NOTES C2.1 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PHASE I C3.3 EROSION & SEDIMENT CONTROL PHASE II C4.0 SITE LAYOUT C5.0 GRADING AND DRAINAGE PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 INLET DRAINAGE AREA MAP C7.0 PROFILES L1.1 PHASE 1 LANDSCAPE PLAN L2.1 PHASE 1 LANDSCAPE NOTES AND DETAILS L3.1 PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS L4.1 SITE LIGHTING CUT SHEETS # OF SHEETS = 22 II. Development Square Footage Proposed and Residential Density (Section 20A.b and c) TABLE B. DENSITY, HOUSING TYPE, AND NON-RESIDENTIAL USE BY BLOCK BLOCK APPROX. MIN. MM. MAX PERMUTED MAXNOW MIN NOW MAX NOW BLOCK DWELLING DWEWNG PROTECT HOUSING RESIDENT. SINGLE RESIDENT. RESIDENT. SIZE UNITS UNITS 1 GROSS TYPES BUILDING GROSSBUILDING GROSS BUILDING DENSITY FOOTPRIW(Sn AREA AREA BLOCK 46,Bo9 0 01 0DUA NA1 20,0005 5,000 40,000 Non- SF(1.07 BesideMial acres) BLOCK 136,740 BO 1401 37 DUA Mukdamily, 5,000 0 35,000 MNed-Use SF(2.6R SPecbl M acres) Needs Reddential Housing TOTAL 3133.]3S5 37DUA M, SNH 20,01)O5 5,000 40,000 S16F acres) III. Green Space, Amenities (Section 20A.5d) and Recreational Facilities TABLE C. MINIMUM GREEN SPACE AND AMENITIES BY BLOCK AMENITY AMENITY AMENITIES GREEN GREEN GREEN SPACE AMENITY AREA AREA SPACE SPACE ELEMENTS &GREEN MIN SF % MIN SF % SPACE % Block 4,661 10% Courtyard/Plaza, 9,322 20% Entrance 20% Non- K661 of Landscaping, (9,322 of Corridor Residential 46,609 Seating, 46,609 Landscape total SF) Streetscape, total SF) and Playgrounds Streetscape Block 11,674 10% Outdoor 23,348 20% Landscaped 20% Mixed -Use (11,674 of Courtyards/Plazas 123,349 Bufferand or 116,740 with Landscaping of Streetscape Residential total SF) and Seating; 116,740 at Premier Meditative Garden; total SF) Indoor Community Rooms; Indoor Computer Rooms, Playgrounds TOTAL 16,3355 10% 32,670 20% 20% (16,335 of (3Z670 163,350 of total SF) 163,350 total SF) SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE �4G.AL.Ty OR L/'P L' : U%'.1TFLV N SHOWALTER I-Ic. No. 0402057t51 q� 6/2//20Z2 �4 O,r�ss,0 N A L Uri 0 0 0 0 cc H 0 w w U Q z 0 V) 0 r z O a F" 11 DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A Uj Q 2 I..L z 1`4 0 Q > CO o w U _ _j 0 U Q DO w m J Q W J U 0/ L U 0/ L W H� CL F7 0 L JOB NO. 46555 SHEET NO. C0.0 / / \ MON (F) / \ II O 1; if I / WIRE FENCE III I III l I l l l�l l l SAT 20'PARKING / I DISH ` SETBACKLINE / BENJAMINKAR & CARLYERIN / \ / III If if SAMS / it III', /I I I I i I I / i DB. 4643, PG. 602 / \ / CHAIN -LINK TMP 61W-1-C-1 I I I If I FENCE / CHALLENGER WAYLLC till I I I I OB. 4783, PG. 672 ,/,/ I I I I I /R 50' SETBACK LINE / O'I, (FROMBERKELEY TMP 61M-1-22 / 2 SUBDIVISION) 16 / \ \\ \ DB. 899, PG. 333 O Od 106 COMMONWEAL TH CIRCLE, LLC DB. 5141, PG. 638 / \ 6HAIeL INK / � \ -FE,/JCE / PPLY\ \� / TMP 61 M-1-21 \ THOMAS M. & PAULA DAL Y / \ % \ \ , \ - \ ` ` \ �Tp HAUGHEY, TRUSTEES TMP GROUP, L IRO / / \ Tq�J / DB. 3425, PG. 126 THE29GROUP, LLC / / DB. 5448, PG. 13// It / / / / / f ZMA2020-00011 ,R�1;1'/' ' BLOCK 1 �� v \ CHAIN-LINKI TMP61M-1-20 FENCE CASTULO GAITAN DB. 5351, PG. 65 PHASE 2 / FOTENTIAL LOCATION OF FUTURE RESIDENTIAL /' / / /— _ — — — \ /pow BUILDING BY OTHERS TMP61W-1-C-2 THE 29 GROUP, LLC ` \� DB. 5448, PG. 13 — LEX=IH IN 481— O� — — — — —_ MHS \ \ 1 �-\ \ (STRUCTURE \ RoN�tfN /� d� / �� / \ _ _ _ — — ( ) \ _ ' 47���I 8" x' ® '1'�V7BANDONED � _ 1472- ® J P N11ER CIR l ENT ,p A�1i ANC XA� S 69> ARG59 I\'-- /gy\p a i — ' P� SD /NLETW_/GRATE EXCEPTIONS Z� 257, PG' 242 \i THE29GROUP,LLC //////j//,/ p o— � /S OB s IRON (F) OB. 5448, PG. 13 / /�/ /////i/ 7 , — % / \ \k-18" RCP _ TOP=a7o.43' _ ' 15 I PHAS� 1 / / s x6" Q\\ - INV 1N=468 \ (ENTR.) 6'/ ,' / WOOD h\/ (ENT .) SANITA CSA VIRGIN IA/SUPPCRTIVE HOUSING / / + b / -/ ® B04ARD \\ _ 8"RCP-(N, MSW ) MHS EASEMENT EWER IRON (F / / '� I'TYP) TOP=472.49' DB. 899, PG. 327 4-STORIES l / / a SDCURB/NLETW/MHD( GJ 80/UNITS / / / \ ' / INV. IN=466.19'6"TC(SW) � �' (3 � IRON (FJ .0'x 3.3) I INV. 1N=466.6T 6"(SE) AINV il, TOP=471.72' INV. OUT=466.29' 6" TC INV OUT6466.43' 18" RCP I MHS L TOP=476. 07'f NTRUV. N=46992'8URESURPVCD '� \ /l /1 ,l MHD INV. OUT=469.778"PVC TOP=469.62' // I/ / INV IN=463.82'4" TOP=47541' VC INV. IN=463.30'6"TC IS / ////,/ / /✓ / , �Op/ / / / / / INV. OUT=4.45'21 1"R INV. OUT=463.09'6"TC INV. OUT=469.43'21"RCP I C ' III Ill/l a 5 i v'd I I /EX. 20'ACSA WATER -LINE EASEMENT D8. 903, PG. 374 EX. 20'ACSA WATERLINE EASEMENT DB. 850, PG. 368 TMP61W-1-C4 THE 29GROUP, LLC If ,III I I y' / DB. 5096, PG. 510 l / 1 I II /' I cn lI //Iy II \Z A Id. I W I/ ( \\ I I EX 20'ACSA WATERLINE EASEMENT TMP 61M-4 DB. 839, PG. 712 JAISHIV, LLC 'o I I I I r / DB. 1572, PG. 543 I ZMA2020-000 1 ( I I�1 J I 11 (ENTR.) 4j IIf' ,' �i ' BLOCK 2 a� '' ; ; / 4, �� O/ it I - - - - - - - - - - - 1 1 473 PHASE 15'VEPCO EASEMENT l POTENTIAL LOCATION OF FUTURE DB. 920, PG. 609 / / l I / NON-RESIDENTIAL BUILDING BY OTHERS 1 I / , _ —472 I_ — I I 2682 (APPROXIMATE) —4 — L_ — — t — —� — — , l / I A264 �"� d v ^ /jfi 2681' - N _ — _ — \ -H / / IRON (S) fl uGP —480% . / 2i / _ I a91 I HC _ �t I RAMP ^ _ —� - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - _ - - - _ - - - - __ - - - _RAMP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----lYF6'L --- = 1/E2=- \ Q -- --- — — — --- 18"RCP IRON (F) DB 30'SETBACKLINE 16 C&G c� 8 I O tt(�� C&G RON (SJ SO CURB INLET W/MHDOB. S99, PG. 333 O 18 SO CURB INLET W/MHD BENT Ob 9 P.O. B. TOP=471. I V TOP=469.38' FOROW--1-C-4 10 15'VEPCO EASEMENT INV OUT=464.53'18"RCP INV C/L BOT=445.89'18"RCP F OM SE IffIR UNSPECIFIED WIDTH POLE LINE EASEMENT DB. 920, PG. 609ING FROM ser IRON FOR VIRGIN/A ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE DB. 284, PG. 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL 575'TO WESTFIELD 630'TO PREMIER VAR. WIDTH R/W ROAD AND ROUTE CIRCLE AND ROUTE NO- 291NTERSECTION I 29INTERSECTION TMP 61 M-3 M&H REAL TY SEVEN, LLC DB. 4572, PG. 157 ll TMP61M-1 WIRE GEORGEANDERc FENCE / ELIZA J KINGS DB. 1678, PG. i � w \ CHAIN -LINK 1 \ \ FENCE \IRON (S) (ENTR.) 465— \ \ MHS g„ \ TOP=469.54' INV 1N=461.24' 8" PVC (SW INV. IN=461.24' 8" PVC (SE) INV OUT=461,19' 8" PVC SCALE 1"=30' 0 30' 60' LM o%.%T1t1N M. SHON'AL1LR I.IC, A(l, IJa0=057t51 �, 6/Z1/ZOZZ M E O OU N N � > E ° E w _ ' Lu '> 3 Q L o LL o w O m Q / m Z aJ-6 O �•• co,o .. ID Lu �x <ON'�x V w Ln o ¢ v z U) N O > Z O w = o o EN > O u m� L co J w z 3 F O 6A o z 2 0 Lu W_ N x ¢ z O !I DATE 0 612112022 } DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • • SCALE 1"=30' W V / a LI- H� Q 0 J J Q a H� > �}z W 5 V/ O Q U Lu 2-i a (n � J \ w J m J W Q w J O> U�// LL I --I 0 U Lu III '� LL JOB NO. 46555 SHEET NO. 1 Co. 6 5 a m a a ES 0 m 0 D aU o 2z aU o2 C E o w mN a0 O d Z ZN 0 d x F m o o o. E a m c 2 y N X C 0 O .0 U c m E � 0 m 06 a � ma 0 a 0 m o m .- m U M 2 �o C U N sE h w E F_ L of s 0 Im slL sI GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03. 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY BUILDING NOTES: 1. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. 2. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED INT EH BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 3. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. ALL ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). 4. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. FIRE SAFETY NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL HAZARDS SUCH AS FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. SITE PLAN LEGEND 101 WATER STORM PIPE 100 100 STORM MANHOLE DROP INLET & STRUCTURE NO. CURB CURB & GUTTER LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR f TC 725.94 PROPOSED SPOT ELEVATION 1Q PARKING COUNT ANCHOR VVI I P1 %g mmmiAm 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 H o- SAWCUT THROUGH a U EX.SURFACE w COURSE x Lul & REMOVE (u PAVEMENT \ 2' MIN EXISTING PAVEMENT MILL EX. ' SURFACE COURSE SAWCUT EX. EDGE OF PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE BASE COURSE AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 7-1/2" GTH 0.5' FROM EP PRECAST CONCRETE WHEEL STOP No Scale TOP OF CURB THE DEPTH OF CURB MAY BE A MINIMUM OF 13" AND A MAXIMUM OF 19" 1 VDOT A-3 CONCRETE 4" MIN. BOLLARD DETAIL No Scale 2" R im.91 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW 2'-0" DIAMETER CONC. FOOTING CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= Y." CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONIC. WALK COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% G r 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 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 VVVNF 6x6 W2.9xW2.9 SILICONE SEALANT -\ 2" 10" 3,000 PSI AIR ENTRAINED PORTLAND a CEMENT CONCRETE a 4 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale c `a na �naQl T V OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK o�.;L A1TH of v ;I 1\ 1TK•1X .M. SHOH'ALTER hc. Vo. 040?057151 q� 6/2//2022 �AV 4,r�sS,UNI A I-```C)%I M E 0 N V N � > E W gi Q LL o 3 oL6 w o ¢�J U°MD J -m N 17 W Cs N v 4 x � N LL oa c U d c � rn O N M a W J cn 0 0 x (9 m 0 Of H w uj a z 0 0 O Z O i H z 0 a. of U (n w U) ❑ z w O > u uj > Lu g a w H Ln J a r z DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A L VDOT STANDARD CG-3 CURB No Scale CURB WIPE DOWN DETAIL JOB NO. 46555 SHEET NO. C1.0 627 Amersale Dr BELSON' Naperville, IL 60563 Phone: (800) 323-56-5664 O U T D 0 0 R S Fax: sales@belson. o7m Model # CBBR-9UR-BK Dimension Sheet 9 Bike Wave Bike Rack, Powder -Coated Black, Surface Mount 87-3 8' Steel tubing (11 gauge) www.balson.com NDARD CG-2 CURB No Scale 1-7/8" VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB D 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" �cYP.) STOP 12 (TYP.) STD. R1-1 STOP BAR DETAIL NOTE: STOP SIGNS TO BE 30" WITH NO SCALE HIGH INTENSITY SHEETING STRIPING & SIGNAGE NOTES & DETAILS No Scale VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PENALTY PENALTY $00-$9RNrE SI00-WIFIE TOW AWAY ZONE TOW AWAY ZONE VAN U ABOVE ACCE88i U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ADA PARKING SIGNS 52.83' 2.83' 2.83' CONC. PAD CONC. 23'— 0 6' v2.83'v2.83' 2.83' LARD (TYP.) 4 x 4 METAL POST (TYPJ) —6 x 6 METAL POSTS- 11.5' (TYP.) PLAN VIEW 4 x 4 METAL POST UNLESS 2 x 6 RAIL OTHERWISE NOTED (TYP.) ON PLAN 1 x 6 TRIMMER 3'-0" 3'-0" 1 x 6 SIDING 3'-0" f/'l.Zll'1. is't.�CLG�GS/7:' 2 x 4 RAILS CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) � o 0 PER VDOT 8' 5' 1 8' 18' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS 1�y OUTSIDE ELEVATION 3 SIDES m II II II II III IIIII f^ 12"NOTE: ALL LUMBER SHALL POST ELEVATION BE PRESSURE TREATED DUMPSTER PAD & ENCLOSURE DETAIL 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 CC-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. INSIDE ELEVATION 3 SIDES DI-3A, 3B, 3C 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 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK 48:1 MAX RAMP 12:1 MAX 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO81 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 % 8" PLACED 1' CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1V2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPSi ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 9� 12�;1� T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAX '"• 'l 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 AND SHOULD NOT AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEERNG TYPE B TOP LIGHT, BE LOCATED S, FIRE BEHIND sACCESSIBLIES OE PARALLEL HYDRANTS, NLETS. ETC. E ROUTPROVIDE A NTINUOUS ONTINUOUS CO UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1� 2 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX PERPENDICULAR TO THE CURB. MIN XX *9f'- 51 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4, MIN T1 TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY - AT 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. Tq , EDGE OF PAVEMENT \ 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT X W .SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME 1.6"-2.4" C-C in n� 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 - m 0 0 0 0 O,/O O O O O O O THE BACK OF CURB. V -49 O O O O O ��II O O O O O O O LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N '� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE DIAMETER TOP IAMETER D 0 0 0 0 0 0 00 0 0 0 0 0 0 0 -DETECTABLE WARNING o AT BACK OF CURB f 0.9"-1.4" (_VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER _ (-PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL NVD❑T SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 10s 502 SHEET 1 OF 5 REVISION DATE 07/15 203.05 FACE OF CURB PAINTED STRIPE (TYPICAL) REGULAR SPACE FOR DETAILS OF INLET EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) J. CONCRETE COLLAR CRUSHED STONE BEDDING 6- DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL OUTSIDE GATE VIEW 1 UMO I E_� vvn E_E_L_a INSIDE GA TE VIEW EXPANSION JOINT IIIIIIII 1ENV PIP Ffl, 1 A ��II�������■lJ�������������������I IS E7 IM�ii---------.-----------------��'�j� ��---------------------------- [—A BA SECTION A -A KEYED CONST. JOINT -1�0" y�WARPED I GUTTER _o � B o S'-U" x [ APPROACH N BARS A GUTTER N I I BARS F BARS E L�_ B o 3" DIAMETER BARS E 0-WEEP HOLE FRONT ELEVATION BARS F 8" 1•-a" a" BARS e (GUTTER REMOVED) 11/', 3•-0" 5XI/4' BENT PLATE SECTION 6-B 81, TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.. e e /• R L2VZ'X2V2'XI/q' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. >• GALVPNIZED TYPE A TYPE B 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 21C-C. CONNECTORS AND IS TO BE ANCHORED WITH yz' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2 ---�--j rAPPR. PAVEMENT DI-3B L DI-3C L 1`;"`]� j 'nWARPED PAVEMENT XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.09 08/10 FLOW FLOW I FLOW FOR USE ON GRADES 1 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 3 REFERENCE 23 302 L.A LTH OF L : UN.1T11 N. SHOWALTER � I.Ic. No. 0402057t51 6/21/2022 fat M E O U U N N C ¢ 0 > E a E w .y W � ¢ U. o 3 JJ LL W O 5 Q j U m z w I••I O oN .. C7 W � H z H V 5 30'nQ V) w O In oce Q DLL U1 2 C N z W _ > O ~ c (n O N N U W d � W J > z g a Ui w 0 U)O � x G C7 � 0 o z x F 0 w w N N_ x Q N ¢ O z 0 U) 0 0 DATE 6/2112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A Uj Vl I..L 14� z , w 0 J J; qj Q in U LJ Z �¢ a L m LU J Q O W J z U U W 5LU F� JOB NO. 46555 SHEET NO. C11.0 c a U c 0 L Original Proffers Amendment Signature Page for Proffer Statement for Premier Circle, ZMA 2020-00011 (c) No later than thirty (30) days following the issuance of a land disturbance permit for the TMP 061MO-00-00-00600 Project, the Owner must install a stop sign at the southern terminus of Premier Circle, at its PROFFER STATEMENT intersection with U.S. Route 29 North (Seminole Trail). ZMA 2020-00011 (d) Prior to issuance of the first Certificate of Occupancy, the Owner must construct sidewalks in the Premier Circle right-of-way to connect the entrance of the Project to the existing OWNER: Project Name: Premier Circle sidewalk system along U.S. Route 29 North (Seminole Trail) and to the transit stop described in the proffer below. The general location of the sidewalks within the Premier TIOTA, LTD., Parcel Number: 061MO-00-00-00600 Circle right-of-way is shown on Sheet 5 of the Concept Plan. If the transit stop is located in a Virginia corporation front of the Project, the Owner must connect the sidewalk along Premier Circle to that Owner of Record: Tiota, Ltd. transit stop. By: Date: January 25, 2021 (e) Commencing no later than thirty (30) days following site plan approval, the Owner must t . Tyler, use commercially reasonable effort§'tb Cause the Declaration, dated November 1, 1983, Approximately 3.75 acres to be rezoned from C-1 Commercial to NNW - Neighborhood Model recorded in the Clerk's Office of the Circuit Court of Albemarle County in Deed Book 797, Development page 242 (the "Declaration") to be amended and/or restated to upgrade the applicable road standard, specify members' obligations to contribute to road maintenance, and add Tiota, Ltd. is the sole owner (the "Owner") of Parcel Number 061MO-00-00-00600 (the "Property"), association governance provisions. which is the subject of rezoning application ZMA 2020-00011, a project known as "Premier Circle" (the "Project"). The Project's conceptual plan, dated September 21, 2020, last revised January 4, 2021, 2. Transit Stop. prepared by BRW Architects and Timmons Group, is entitled "Premier Circle, ZMA 2020-00011, County of Albemarle, Virginia, Rio District" (the "Concept Plan"). A Code of Development, drafted Following commencement of construction of Phase I of the Project, upon demand by the by BRW Architects in accordance with County Code § 18-20A.5, specific to Parcel Number 061 MO- County of Albemarle, the Owner must construct a transit stop (the "Transit Stop") on the 00-00-0600, is entitled "Premier Circle,, ZMA 2020-00011," dated September 21, 2020, last revised Property. The Transit Stop must be designed and constructed in coordination with, and is January 15, 2021. subject to the approval of, the appropriate County and transit authorities. The Transit Stop must incorporate pedestrian access and signage consistent with similar existing transit Pursuant to Albemarle County Code § 18-33.3, the Owner hereby voluntarily proffers the conditions stops. The Owner must either (a) dedicate any portion(s) of the Transit Stop located on the listed below, which will apply to the Property if it is rezoned to the zoning district identified above. Property to public use or (b) grant any easement necessary to allow public access and usage These conditions are proffered as a part of the requested rezoning. The owner and applicant of the Transit Stop. specifically deem the following proffers reasonable and appropriate, as conclusively evidenced by the 44296587vt signature(s) below. 1. Premier Circle Improvements: [THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK.] (a) To contribute to traffic safety, the Owner must restripe the centerline and stop bars at each end of Premier Circle and repaint faded directional arrows or other traffic control striping in accordance with Virginia Department of Transportation (VDOT) standards. The Owner must complete such restriping before the County issues a Certificate of Occupancy for the building(s) constructed in Phase I of the Project. (b) Within thirty (30) days of the issuance of a land disturbance permit for the Project, the Owner must trim vegetation obstructing free vehicular passage over the Premier Circle right-of-way, and, throughout the existence of the Project, will ensure that Premier Circle is kept clear of limbs and other vegetation that may impede safe passage over the road. 1 2 3 4't °r ei8� County of Albemarle o COMMUNITY DEVELOPMENT DEPARTMENT March 24, 2021 Lori H. Schweller Williams Mullen 321 East Main Street, Suite 400 Charlottesville VA 22902 Ischweller(c)williamsmullen.com RE: ZMA202000011 Premier Circle follow up Action Letter with Proffers Dear Ms. Schweller, 401 McIntire Road, North Wing Charlottesville, VA 22902-4579 Telephone:434-296-5832 WWW.ALBEMARLE.ORG On February 17, 2021, the Board of Supervisors took action on your Zoning Map Amendment on Tax Map Parcel Number 061 M0000000600 in the Rio District. The Zoning Map Amendment was approved by the Board's adoption of the Ordinance and Proffers attached. ORDINANCE NO. 21-A(3) ZMA 2020-00011 AN ORDINANCE TO AMEND THE ZONING MAP FOR TAX PARCEL 061MO-00-00-00600 BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 2020-00011 and their attachments, including the code of development dated January 4, 2021, the application plan dated January 15, 2021, and the proffers dated January 25, 2021, the information presented at the public hearing, any comments received, the material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-20A.I and 18-33,27, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2020-00011 with the code of development dated January 4, 2021, the application plan dated January 15, 2021, and the proffers dated January 25, 2021. 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on February 17, 2021. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and Mr. Gallaway conditions have been met. This includes: Ms. LaPisto-Kirtley Ms. Mallek • compliance with the approved ZONING MAP AMENDMENT Ms. McKee] • approval of and compliance with a SITE PLAN; and Ms. Palmer • approval of a ZONING COMPLIANCE CLEARANCE. Ms. Price Should you have questions regarding the above -noted action, please contact me on 434 296-5832 or email mnedostup(Walbemarle.org Sincerely, Megan Nedostup Development Process Manager Planning Division CC. Tiota LTD 5513 Wyant Lane Charlottesville VA 22903 Peidmont Housing Alliance Development Virginia 682 Berkmar Circle Charlottesville VA 22903 Rebecca Ragsdale - Principal Planner, Zoning Division Aye Y Y Y Y Y Y Nay Clerk, Board otCountyXupervisors 1TMN 1i. SHOWALTER I.tc \o.040_0571151 6/2//202Z ()N A L Ltal Uri s 0 0 S Q9 0 0 Of I- 0 W W a z 0 in 0 0 r CL O oc t7 Z O X f z O a A DATE 612112022 mr:ieauaaai Itlu7►'T� DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A L z H4 0 HMS W W J U W H4 U Q z w O LL U wct� 0 LL w d m J Q JOB NO. 46555 SHEET NO. C1.2 L SCHEDULE B - SECTION H EXCEPTIONS FROM COVERAGE 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, IFANY, CREATED, FIRSTAPPEARING 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 CIRCUMSTANCEAFFECTING THE TITLE THAT WOULD BE DISCLOSED BYANACCURATEAND COMPLETE LAND SURVEY OF THE LAND. THE TERM ENCROACHMENT"INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ONTO THE LAND OF EXISTING IMPROVEMENTS LOCATED ONADJOINING LAND. (AS TO OWNERS POLICY). MAYAFFECTAND INCIDENTAL TO SURVEY HEREON. 6. TAXES OR SPECIAL ASSESSMENTS 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 BOOK235, PAGE 184. MAY AFFECT THE SUBJECT PROPERTY INCIDENTAL TO EXISTING POLE LINE FOR VIRGINIA ELECTRIC & POWER COMPANYAD✓ACENT TO US ROUTE 29, GRANTEE NOTED MERGED WITH VEPCO IN 19408 119508. 9. EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY DATED APRIL 27, 1949, RECORDED IN DEED 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, IFANY, ATTACHED TO POLE LINE INFRASTRUCTUREAND EASEMENT NOTED IN EXCEPTION 9. 11. EASEMENT GRANTED VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY, DATED APRIL 20, 1970, RECORDED IN DEED BOOK 471, PAGE 33& MAYAFFECT AND / OR NOT PLOTTABLE,• PLEASE NOTE THAT BURIED FIBER OPTIC IS OBSERVED AND DEPICTED ALONG THE WEST LINE OF US RTE. 29 AND WITHIN THE CURRENT ROAD RIGHT-OF-WAY OF SAID ROUTE. 12. EASEMENT GRANTED ALBEMARLE COUNTY SERVICE AUTHORITY, DATED MAY24, 1985, RECORDED IN DEED BOOK 839, PAGE 712, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. AFFECTS THE SUBJECT 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 SUBJECTPROPERTY;' 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 INDEED BOOK 864, PAGE 57, AFFECTS THE SUBJECT PROPERTY, NOT PLOTTABLE, 15. SANITARY SEWER EASEMENTAGREEMENT TO ALBEMARLE COUNTY SERVICEAUTHORITY BY INSTRUMENTDATED 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 ASSET FORTH INDEED 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 SERVICEAUTHOR/TY BY INSTRUMENT DATED SEPTEMBER 19, 1986, RECORDED IN DEED 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 SERVICEAUTHOR/TY BY INSTRUMENT DATED FEBRUARY 24, 1987, RECORDED INDEED BOOK 925, PAGE 433, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 20. PLAT OF SURVEY BY KIRK HUGHES & ASSOCIATES, DATED DECEMBER 22, 1986 AND LAST REVISED ON MARCH 28, 1991, SHOWS: (a) 10' PARKING SETBACK LINE ALONG U.S. ROUTE 29. (b) 30'BUILDING SETBACK LINE ALONG U.S. ROUTE29. (C) 20' PARKING SETBACK L INE RUNNING PARALLEL TO THE NORTHERN BOUNDARY LINE. (d) 50' BUILDING SETBACK LINE RUNNING PARALLEL TO THE NORTHERN BOUNDARY LINE. (e) EXISTING STORM SEWER RUNNING FROM PARCEL X INTO INSURED PREMISES. (fJ SANITARY SEWER LINE RUNNING ALONG EASTERN BOUNDARYLINE. 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 s 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, INDEED BOOK 1294,PAGE 297, GRANTS TEMPORARY CONSTRUCTION EASEMENT FOR IMPROVEMENTS STATE HIGHWAYROUTE 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 PROPERTYINCIDENTAL TO PREMIER CIRCLE, 'PARCEL X' AS SHOWN. RECORD DESCRIPTION: ALL THOSE CERTAIN LOTS OR PARCELS OF LAND SITUATED INALBEMARLE COUNTY ON U.S. ROUTE 29, NORTH OF CHARLOTTESVILLE, VIRGINIA, BEING SHOWNAND DESIGNATED AS LOT 6 AND LOT 7, A PLAT OF WILLIAMS. ROUDABUSH, INC., DATED JANUARY 1, 1960, 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 TIO TA, L TD., A VIRGINIA CORPORATION BY DEED FROM THE ROCHES TER COMMUNITY SAVINGS BANK, ANEW YORK BANKING CORPORATION DATED APRIL 1, 1991, RECORDED APRIL 1, 1991 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OFALBEMARLE COUNTY, VIRGINIA INDEED 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 OFALBEMARLE VIRGINIA, CONTAINING 3.749 ACRES, MORE OR LESS, BEING TAX MAP PARCEL 61 M-6 AS SHOWN ON A PLAT OF SURVEY ENTITLED "ALTA/NSPS LAND TITLE SURVEY OF 3.749 ACRES FRONTING U.S. ROUTE 29, IN THE COUNTY OF ALBEMARLE, VIRGINIA-BY TIMMONS GROUP DATED NOVEMBER 7, 2016, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON ROD SET SET ALONG THE NORTH SIDE OF U.S. ROUTE 29, SOUTH BOUND LANE, APPROXIMATELY 55' SOUTHWEST FROM THE CENTERLINE OF PREMIER CIRCLE AT ITS PERPENDICULAR INTERSECTION WITH U.S. ROUTE 29, SAID POINT BEING THE POINT OF BEGINNING; THENCE WITH THE NORTH SIDE OF U.S. ROUTE 29, S 35"20'15" W 110.00' TO AN IRON ROD SET,• THENCE CONTINUING WITH THE NORTH LINE OF U.S. ROUTE 29, S 35'2138"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 29047' 08" W 233.61' TO AN IRON ROD FOUND, A CORNER ALSO TO THE 29 GROUP, LLC, BEING TAX MAP PARCEL 61 W-1-C-3; THENCE WITH THE 29 GROUP, LLC (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 61W-1-C-2; THENCE WITH THE 29 GROUP, LLC (TAX MAP PARCEL 61 W-1-C-2), N 29"47' 08" W 96.82' TO AN IRON ROD FOUND, A CORNER TO THE 29 GROUP, LLC, TAX MAP PARCEL 61W-1-C-6; THENCE WITH THE 29 GROUP, LLC (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 29047' 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 184.5070 AN IRON ROD FOUND, A CORNER TO 106 COMMONWEALTH CIRCLE, LLC, TAX MAP PARCEL 61 M-1-22; THENCE WITH 106 COMMONWEALTH CIRCLE, LLC, N 65"13' 11 "E 145.2l' TO 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 6114-1-20; THENCE WITH GAITAN, TAX MAP PARCEL 61M-1-20, N 65013' 11"E 147.95' TO AN IRON ROD SET ON THE SOUTH LINE OF ANDERSON, ET AL; THENCE ALONG THE WEST EXTENT OF PREMIER CIRCLE, PARCEL X, ALSO BEING A 50' ACCESS EASEMENT, A CURVE TO THE LEFT, HAVING A RADIUS OF 251.10', A LENGTH OF 182,14', A DELTA ANGLE OF 410 33' 34", AND WHOSE LONG CHORD BEARS S 44" 26' 23" WA DISTANCE OF 178,1770 AN IRON ROD SET'' THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE. S 230 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 78- 19' 21 , AND WHOSE LONG CHORD BEARS S 15" 30' 05" E A DISTANCE OF 239.97' TO 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, INDEED BOOK 1146, PAGE 326. SURVEY NOTES: 1. PROPERTY & ZONING INFORMATION: (SUBJECT) IMP 61M-6: OWNER: T/OTA, LTD. REFERENCE: DEED BOOK 1146, PAGE 326 TAX MAP PARCEL NUMBER: 61M-6 (061MO-00-00-00600) PROPERTYADDRESS: 405 PREMIER CIRCLE, CHARLOTTESVILLE, V422903 AREA: 3.749 ACRES (163, 306 SF) ZONED: C 1 (COMMERCIAL) 2. DIMENSIONAL ZONING REGULATIONS (PER ALBEMARLE COUNTY CODE) SETBACKS: FRONT - MINIMUM 10' FROM RIGHT-OF-WAY (OR SIDEWALK) - MAXIMUM 30' FROM RIGHT-OF-WAY (OR SIDEWALK) SIDE & REAR MINIMUM (IFABUTTING COMMERCIAL OR INDUSTRIAL AREA) - REFERENCE BUILDING CODE SIDE & REAR MINIMUM (IFABUTTING RESIDENT/AL AREA) - 50' (NOTE - NO SIDE & REAR MAXIMUM SETBACK) HEIGHT MAXIMUM - 65 FEET BUILDING STEPBACK -FLOORS ABOVE40', 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 LOY1, CHARLOTTESVILLE, VA. 6. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO278D, PANEL 278 OF 575 EFFECTIVE DATE FEBRUARY 4, 2005, THE PROPERTY SHOWN LIES IN UNSHADED ZONEX, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7 THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY, ISSUED / EFFECTIVE NOVEMBER 13, 2020. SEE SCHEDULE B ITEMS, THIS SHEET. 8. THE LANDS SURVEYED ARE THE SAME AS DESCRIBED /N THE REFERENCED TITLE REPORT. 9. THERE IS NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. 10. NO EVIDENCE OF CEMETERY OR BURIAL GROUNDS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY FIELD- WORK. 11. ON THE DATE OF THE SURVEY, THERE WAS NO VISUAL EVIDENCE OF SITE USE ASA SOLID WASTE DUMP, SUMP, OR SANITARY LANDFIL L. 12. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE MEADOW CREEK WATERSHED PER COUNTY GIS; PROPERTY IS NOT WITHINA WATER SUPPLY PROTECTION AREA. 13. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHINAN AGRICULTURAL -FORESTAL DISTRICT. 14. THE PROPERTY SHOWN HEREON IS LOCATED WITHINAN ENTRANCE CORRIDOR OVERLAYAREA. 15. THE PROPERTY SHOWN HEREON IS LOCATED WITHINANAIRPORT IMPACT AREA. 16. MANAGED STEEP SLOPES ARE PRESENT ON / WITHIN THE PROPERTY; PRESERVED STEEP SLOPES ARE NOT PRESENT. .4`kLrtr of ch i\ 1TKAN Ji. SHOWALTER Lic. Vo, 040?057151 q� 6/Zl/ZOZZ �� 0 0 x (9 m 0 H w w_ x a z 0 0 0 AL TA / NSPS SURVEYOR'S CERTIFICATION TO: FIDELITYNATIONAL TITLE INSURANCE COMPANYAND PIEDMONT HOUSING ALLIANCE, ITS SUCCESSORS AND ASSIGNS: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR AL TAINSPS LAND TITLE SURVEYS, "JOINTL YESTABLISHED AND ADOPTED BYALTA AND 0 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 BYALTA 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. 281 2021 Scale: AS SHOWN Sheet 1 of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM z O a Of U U) w U, z O > LLJ W > Lu z g a w H Ln J a r z DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' uj Vl 2 Lu O 0 z >z } Q r- Z i co 0 H O U C) =w z J V l�1 Q / co w m J Q z W J I— ,.U�// W u�/ LL W �I W JOB NO. 46555 SHEET NO. C2.0 L LEGEND ® WATER VALVE WATER METER FIRE HYDRANT WATER VAULT ® STORM INLET (GRATE) QD STORM DRAINAGE (SD) MANHOLE RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDEPIPE CMP CORRUGATED METAL PIPE Q3 SANITARYMANHOLE ® CLEAN -OUT © TELECOM PEDESTAL ® HVAC UNIT OR AS NOTED �i UTILITYPOLE O# LIGHTPOLE 0 YARD LIGHT Qf ELECTRICBOX ELECTRIC METER GAS METER SAN SANITARY PIPE w WATER -LINE - - _UFO- - UNDERGROUND TELECOM UTILITY UGP UNDERGROUND POWER/ELEC UTILITY OHP OVERHEAD POWER UTILITY --x--x-- FENCE -LINE - CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) TREE -LINE � CONIFEROUS TREE (CNFR) eC �- e `} DECIDUOUS TREE (DEC) LSP LANDSCAPEDAREA N SIDEWALK SIGN QQ BOLLARD $ MAILBOX HANDICAP (HC) PARKING @ 0 O (F) PROPERTY CORNER FOUND (AS NOTED) (S) PROPERTY CORNER SET (5/8" REBAR) DB. DEED BOOK PG PAGE SANITARY STRUCTURE REFERENCE \ DB. 3662, PG. 228 / \ \ \ MON (F) / \ IIII IIII WIRE �III�IIIIII � FENCE 1111011/ \ OC \ 2PARKING SATMP 61M-1-23 / /��III�I�III il. T. / SETBACKLINE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C7 251.10' 182.14' 95.28' 4103334" S44 2623"W 178.17' C8 190.00, 259.73' 154.75' 7801921" S1503005"E 239.97' C9 30.00' 47.12' 30.00' 90000,001, S903945'E 42.43' / / 1 I I 1 IT, I I - -DISH BENJAMIN KARL & CARLYERIN / \ SAMS I I l / I 1 I I I / •'/ \ \ I DB. 4643, PG. 602 / \ 784 CHAIN -LINK TMP 61W-1-C-1 1 I I I I I / (/ I / / // /` / ��2 DEC \� _ _ \\\FENCE CHALLENGER WAYLLC /it IIII / / z 8"C DR 4783, PG. 672 WINDOW _� WEL / \ / �'�@ \ I\ /'Qo 50'SETBACKLINE / (FROMBERKELEY TMP 61M-1-22 \ If / I / / _ / SUBDIVISION) / / / / a \�� _�� ` _ DB. 899, PG. 333 16 106 COMMONWEALTH \ \ l l t(j I I / / / �D'PPLY� CIRCLE, LLC l H S \ / IIII / (2) 12'Ot°C \ \ ` \ ` _ \�� _ ` DB. 5141, PG. 638 PAVED / / \ `• \\\ 6HAILINK / / / / RAMP��-/ _ \ Gam�\ \ \ \ \ \ \ \ FENCE / ELEC'. \ ' \ / l WOAD / / / / / / �O / /(• gBg• PPLV \� �\ \ ` _ ' 466,e / \ / / F�N E WINDOW WELL I / TMP 61 W-1-C-6 IR l l l l / / ^�� �0� /TOTgI / INOSPECTION, THE29GROUP, LLC / / l/ / \ ` _ \ \ J0911512020, DB. 5448, PG. 13 / l l l l (MOTEL) 1 LEVEL / 12"DEi`\ / FRAME&STUCCO BUILDIN BH S INDICATES SWM \� FACILITY/S 300 SERIES 8 8(�Q� COMPLIANT ROOM NUMBERS) /\\ \ TMP61M-1-21 / THOMAS M. & PAULA DAL Y MOTEL) 1 LE / HAUGHEY, TRUSTEES /( IROGV/ / (F� l / / F E & STUCCO Ul ING / ry / /I l \ \ \ \ \ B. 3425, PG. 126 I / / / l / 400 SERI "7�/ / , / / ^� ' I / WINDOW \ \ \ \ \ _\ - -1 \ 7OCHAIN-LINK/ / ROOM NU BLF / iy / / I WELL FENCE / ti 1z, (MOTEL) I LEVEL FRAME & STUCCO BUILDIN \ 200 SERIES (� / /\1' / n ,/ / / / / / _ \ IS\ER ST / // / ROOM NUMBERS,) a a / / / / /� - _ \ 3 0 x RATE WINDOW STONE COL. / cTw J \ \ \ /Q) / / / / Oi T29P`2�96 ///p//// WELL / e (. 'x1.6) 1 / as , \ \ \ 61W-1-C-Z / / � 1 ry\� � 3D/ODpLNT// SWMFACiNZY ��`�� \ \ \ \ � TMP61M-1-20 GROUP, LLC / // L/ / STONE OL. 97 FIREWALL �"� 1NVi-468.1 21'/RCP / r SD1�1986000 i 1.01x 0.14 SO. PE/W?VQ) \ \ \ \ CASTULO GA/TAN I48, PG. 13 /�� / / .6'x .0 5 / / / O� It // / /�/ I r I I I \; \ DB. 5351, PG. 65 / / // ca• / l \ ( / \ lilNV. OU,RIFT CP 1 \ \ If STONE COL. Q HVAC (1.6'x 1.6) UNIT /�` / �i' \ \ ` _ - - - _ _ �/ � L I I � \ \7gJ I TMP61M-1-19 3 "' / ` \ FENCE ELIZA ✓ KINGSTOI /\� / // G) / �d / / / 8 / p//�lE / / \\ > _ l$ON (8)- \ \ \ '9S . WIRE GEORGEANDERSON \ ROH �" / / /i / / -- --- \ \ TMP 61M-6 / / / _ _ / ��� �sqP/ E \ g-65' o / _ / \ C7 \ \ / / .q j T/OTA LTD. / / I .PIN %� ' \-`3"39'36"W 10-t{�rs'"-_�. '> JJE� , / \ MHS \ ` \ �� w DB. 1878, PG. 660 RpN/{FQ/ // / l / / 4"DEC y �) / 1 _ --� - _$Z _ -SA 8-DEC - - _ '� \ \ (STRUCTUREI \ \ \ \ \ 4 / 0 / I , / - _ BANDONED \ DB. 1146, PG. 326 STONE COL. / GPI �tI-- _ _ _ _ 8.. / ® + ®_ ) \ ACSA ALBEMARLE COUNTY SERVICEAUTHORITY / \� / �/ / 8"DE "R-'�� �� / ROH Z / � � ' � � _ N� 1 \ \ \ FENCECHAIN- ® EXCEPTION NUMBER REFERENCE /// IIII// l / PROPERTYADORESS: /� o - / / i 267E RD (F)� _ , Bl ® \\ \ \ IIII / // / / 405 PREM/ER CIRCLE 0 / ®(\ 2 /�' ` /� -472 SOIL BORE IIII// / /// / / o. / / SPECIFIC / �� N / /0 \ � d SUB FACE PANT � � as � � � � \ \IRON (S) �6 L- g21 25) 242 \\ �� ®/ LSA I „� �12 gP SD/NLETW/GRATE EXCEPT{0 7,PG. i // /// / h / 0 <o i CONTOUR INTERVAL = 1 / / ,�. I / � \ F � � / / /IRON(FJ MHS A TOP=480.06' INV. IN=473.14 8" PVC (NW) INV. 1N=473.11' 6" PVC (SW INV. OUT=473.11' 8" PVC MHS B TOP=476.77' INV. 1N=472.84' 6" PVC (SE) INV. IN=472.77 8"PVC (SW) INV, OUT=472.69' /\ / / \ORiG/ / / /e ( / _ �ii / / / 6 x 6"\� 18 RCP_ 'TOP=470.43' ' ( ) 15 (ENTR.) N- - - \ \ I / <O/- Nq /< J- / / / / V INV. IN-468 ENT EX 20'ACSA RO l Op / '176- _ / / / WOOD \' / \ \ I l ' NF \ �� 6• / A / / ' / ' -. / ® BO�D MHS SANITARYSEASEMENT EWER \ _ .? / y, _ (/ \\ 8" RCP (N, _6WM) IRON (F \ / / /< ROH .�. ® / / \ .OUT= 8'18'"RCP / / / / QTYP.) \ TOP=472.49' OB. 899, PG. 327 - \ B O/'6/ ROI� / / {}( \ / / G72 SD CURB INLET W/MHD ( GJ INV. IN=466. 19' 6" TC (SW) \ ROH /� f L ' (3.0'x3.3J \ \ l 8 J 4"(jEG' // / / IRON (FJ INV. IN=466.67' 6" (SE) Qq /i/� / / / l / 1/ / \ 6„x 6/ A // d / 1'� i TOP=471.72' INV. OUT=466.29'6"TC (ENTR.J / Y'' °� EXCEPTION 17 / \ / woob / \ // /INV. IN=466.52' 18" RCP -\ \ BOLLARD l / Q / "�� / / I SO INLET W/GRATE INV. OUT=466.43' 18"RCP MHS L MHSEXCE97/ON 19 / (TY/P) l LSV / / SO INLET W/GRATE (2.5'x 2.5) (1.7'x 1.7) TOP=476.07' OP=469.54'OO" / / / / // 9 / / TOP=474.53' I 'SET ON TIMBERS STRUCTURE'SURGED' INV. IN=461.24' 8' PVC (SEjINV 1N=469.92'8"PVC ( ) ELEC. \ TAL FENCE ( r l / INV. OUT=4.28'21 1"R TOPOUT=4 ' \ NT=5.0' l p r l INV. OUT=469.28'21"RCP INV. OUT=470.6T 12"CMP /NV. OUT=469.778"PVC TOP=469.62' INV. OUT=461. 19'8"PVC Sq TRANS. CO / I I �/ I / MHD 4 �, C \ / 10 EC�f // / TOP=475.4V INV. 1N=463.82'4"PVC TONE COL. / (2) 8 l✓1Ec v q^DEC P�/ /\ �/i j l / / I INV. 1N=469.45' 21"RCP /NV. IN=463.30' 6" TC IS (1.6'x 1.6) �,{/ / METAL E'F/E/ / '� ' / I / P I '� I WATER POOL 1 / 8^ �/ *! / INV. OUT=463.09' 6" TC q INV. OUT=469.43'21"RCP VAULT CONO 1 Q p, VSD/NLETW/GRATE �B,• yI �g . 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TOP=471. 11' FOR 61W-1-C-4 10 15' VEPCO EASEMENT OB INV OUT=464.53' 18"RCP INV. C/L BOT=44589' 18" RCP S 44W' E 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT OB. 920, PG. 609 10' P KING FROMSETIRON FOR VIRGINIA ELECTRIC&POWER COMPANY (APPROXIMATE) SETBACKLINE DB. 284, PG. 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH RAN SCALE 1 "=30' 0 30' 60, 'ALTA / NSPS LAND TITLE SURVEY' OF A PARCLE OF LAND CONTAINING 3.749 ACRES FRONTING U.S. ROUTE 29 AND BEING TAX MAP PARCEL 61 M-6 IN THE COUNTY OF ALBEMARLE, VIRGINIA Albemarle County Rio Magisterial District Date: JAN. 29, 2021 Scale: 1 " = 30' Sheet of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM 46��,�.:�L.rH `: U'\.1TK-%N W. SHOW.kLTL• R 9 l.lc. No, 040 057t51 M E 0 � o N � N C > E a E w V < y 3 Q O U. p LL w O a ti QJU00 Z w H - n O v z V U _ �x w <� U) n= v v U Z O w g = > N > O U n� Lu O� W i F z J a O (D a CO 0 F~ z H p W w N = Q Q o z O DATE V) 0 612112022 DRAWN BY A. MABEE r • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE 1"=30 Lij V/ Q I..L 1­4 V) C) Z O Hq > 0 O Lu W U 2 J / /► C7 W I--1 m J Q W I--r J w U U W 51_­II Lu Q' LL JOB NO. 46555 SHEET NO. C2.1 L wO1j,.N..TH qt. `.;ONATKANXSHOIYALILR " I.IC. V0, 040?057151 06 612112022 Fss11 i,N A L Gt`�, M E 0 N � RAMP, ' ' ' p \ \ \ \ \ ` ` FENCES > E NOTES: ' v E �.'. _ �`� l WOOD � 1. REMOVE ALL ASSOCIATED UTILITIES . ' . .l' \ \ FENCE/ / E - \ j SERVICING THE BUILDINGS BEING ¢ a o 3 REMOVED. O m 2. COORDINATE WITH ACSA FOR WATER ¢ W u ; z PIPES AND STRUCTURES AND SANITARY .J. o O SEWER PIPES AND STRUCTURES. 3. COORDINATE WITH UTILITY PROVIDERS z v /9! ' 7 /T FOR THE REMOVAL OF ELECTRICAL � p N x N TMP61W 1-C-6 / l l l o _ /. 9 \ \ - \ \ T a � a \ 9!J CONDUITS AND GAS SERVICE. a w THE29 48, PG. LLC _ _/:.:.:::: .� - - , \ / 4. ABANDON UTILITY EASEMENTS WITH x N z w �: \ o¢ DB. 5448,PG.13 / l l'.'.'.':'.-:: O / w :.:.:. - ; \ / REMOVAL OF UTILITY PIPING. a' O O � : ' : ' : ' :.. r . 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SAWCUTAND 10865.- - - ' f/' lbE W _ o - -475 -' is'�Ec _$2 _ -� 1s"9EG------- LIGHT ^ OVERLAY 2' TO MATCH / / i� i T / 3°39'36 • • SCALE 14"DEC EXISTING P ENT _ _ ti % 5� i ` - - 3A- - - / 1°=2�' POLES' o / ____ / / / / : , ' _ &TQNE COL. 0 / GP ' i - ' S/.I,N-Q_ 8„ / j///Y / // 1 / l :L �_8�_472-- ROH _/"DEC _---- • .'/ It `�iIT i2'DECY i'ii IRON (F1�/ O REMOV'E:. �\ LSAT Ii // il•� i i� � ',r/� Imo_. / �/ -' � � �'iLE � � • / / - i= / R / z / - - EMIE :POLE' -472- . \ E OVE \ 4s' / � @ pR CEI-'X) SEMENT �A LLARDS \ 6"DEC yam_\ J , ' (PAR oCESS EA TI /l / / G) . / . ' . ' . ' SPECIFIC: : ' : v / / i i .. I \ SP pp g 21 g 25) 5� A 242 i S RFACEPAINT. . ' / �� _ / / ii" \ \ -f10N pG. TMP61W-1-C-3 /////�////// / r // / /: :A BANDON:EXISTING:':-- 0. -...'. /.-.' / \ I �/r , �? I _.\�Y�- EXCEP DB.797,ui am THE 29GROUP, LLC /// / / // • / / / o : • ; / 'LQT LINE : r .:. ' . . ' . - REPLACE G�RTE ' `� - / , ��^"G _ - is / / - / \ �% b.'.'.'.'.'. .'.'. i.'.' 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L / a / / SD INLET W/GRATE (2.5'x 2.5) / / / 'UVITM RWSA /. po4, j.:. _ I / I / i TOP=47469. > REMOVE SAI(N{ / / /� o°D�c / / / INV.OUT=4.28'21"RCP F� d SEWER CLEAN("] T/�F;q / // / / / q P� NV OUT=469.28'21"RCP 7N / / / / S N G / ' : ' RE�v10 E TOP=475.41' ASSOCIATE yP1Pl / / ( x GP l REMOVE . : ' ' . • SIGINAGE / �/ I coz Z INV /N=469.45'21"RCP LJJ 27� vEDc PC<-' f 8 5 / / /l NV OUT=469.43'21"RCP O 0 REMOVE 0 / SDINLETW/GRATE U 1"4 BOLLARDS / \ \ TOP=4.5) w / / -�� \ q I / I TOP=477.95' RELOCATE EXISTIN�,//// // ` /DE /:.: I;.' SHED CIGIFTPOLE ^- EX.20'ACSAWATERLINE / J ISA\ \ ` INV OUT=470.00'18"RCP J / // k / / 0 " .% _ - - -� / SEE/ : ' . ' / EASEMENT / / \ Q SHED ON SITE Pt`Fj b 6 x 12') I I / Lf)g OWNER DIRE TI0jf/ / / / // r:'.\ _-_----- :./ / •: i1 // l / w / w OB. 850, PG. 368 / \ I I � � O s / EX. 20'ACSA WATERLINE l l / / - ca "EXCEPTION 1B' . _ /. _ .. _ _ _ _ _ J / / � � � ::: ; : �. \ �� SAN_=' � ' S I 1 I \ I / I EASEMENT Q LLJ /I l l / . 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IN=469.63' 18"RCP (SW) / / 1I TMP 61M-4 v - I I INV 1N=469.58' 18"RCP (SE) I � I � �' � ' ` (15+ HC IFAR'll1SPAfS) I I / \ I w' FISTING PAVE�IE / INV OUT=470.00'21"RCP ✓AISHIV, LLC I RELOCATE EXISTING MAILBOXES; V \ ® >.4' I I CONTRACTOR TO COORDINATE DB. 1572, PG. 543 vj , / 0 /II III 111 ll l•ll // 1 P,l II n MAST SIGN: I / l I 00 ARPET INN' I i l/ / I I I / l 1 Ill 1 I I 1/ I� / CHAIN -LINK FENCE ' _12" DECK 8" CNFR \ G TMP61W 1-C-1 / I I CHALLENGER WAYLLq DB. 4783, PG. 672 / o I / / \ J 50' SETBACK LINE \ l l Itl : ' :/' : \\ \ TMP61M-1-22 l I / : ' / - _ / (FROM BERKELEY ! l l l l / / / / .P :: ; . : / ` \\485' SUBDIVISION) 106 COMMONWEALTH l 1 / I I F\l'r ::/ \ �� OB89$ PG. 333 CIRCLE, LLC . ` OB. 5141, PG. 638 EMOVE "P.AVED ./. . ' / \ \ \ \ \ \ \ \ ` ` CHAIN -LINK �0 \ SO INLET W/GRATE ( / WITH OWNER FOR FINAL LOCATION r1 /i/ /r \LSA \ \\ I \ TOP=47795' ,' I W / // SAWCUT AND MILL AND OVERLAY \ INV. OUT=470.00' 18"RCP 47J3 I v / I I 2' TO MATCH EXISTING PAVEMENT w -473- EX. 20'ACSA WATERLINE EASEMENT I/ / DB. 839, PG. 712 w C NC. I I SP P/ \ SDINLETW/GRATE 5 I ry I I I I (25'x 2.5) ��' l l l l l l l - -472- -- / TOP=476.55' r -1- t l /// I LL INV. OUT=470.05' 18"RCP l / y{p P \ (ENTR.) / ON (S) RELOCATE EXISTING MAILBOXES; OI I // JOB NO. 5.4' / ; I I CONTRACTOR TO COORDINATE / / / 0 I HC WITH OWNER FOR FINAL LOCATION / /, LG // L _\ RAMP 46555 I / ' W SAWCUT AND MILL AND OVERLAY // / / / HC I \ / / I 2' TO MATCH EXISTING PAVEMENT / / / / RAMP SHEET No. / / /1 / // / c D ` \ \ - ,d1g M I ' L INSET C2.1 9 / CONC. WALK 72.4' 72.5' REMOVEGHT POLE; TONE COL. ERADICATE PARKING COORDINATE WITH PROVIDER STONE s x 1s) (1.5'x 1sI STRIPING (TYP) RELOCATE EXISTING SHED ON SITE PER ABANDON POWER EASEMENT REMOVE GAS METER AND ASSOCIATED I OWNER DIREON PIPING; COORDINATE WITH PROVIDER SAWCUT AND MILL AND OVERLAY 2' srCT REMOVE SANITARY ELEV=480.06' a TO MATCH EXISTING PAVEMENT (TYP) (MOTEL) 1 LEVEL MANHOLE BLD SF FRAME & STUCCO BUILDING FIREWALL 82' (OFFICE & 100 SERIES BED S EP \ ROOM NUMBRS) CHIMNEY 0.8' BUILDING TO REMAIN / ROH \ s� Ps 01. (TYP.) ACTIVE IN PHASE 1 p ROH STONECOL. (15'x 1.5'J - C 72.5- 72.3' 72.4' CONC. WALK I _ 6 a a a is 0 d 0 D 0 a0 o � �z 00 m 02 2 T_ E0 m w m m a0 0 w 0 Z zN od x �0 0 m o o o N a m c 2 y h X C 0 O v 0 E � 0 m 06 a � ma !0 a 0 m o W. N U M c m 0 C 0 N sE h w E F_ L EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES A CONSTRUCTION OF RESIDENTIAL HOUSING AS WELL AS ADD SITE PARKING. THE LIMITS OF DISTURBANCE IS 1.75 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY COMMONWEALTH CIRCLET THENORTH. COMMERCIAL PROPERTIES BORDER THE WEST AND EAST SIDE. THESOUTH SIDE IS BORDERED BY SEMINOLE TRAIL. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY THE LOCATION OF A RED CARPET INN. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. EROSION AND SEDIMENT CONTROL MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT 5. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TRESS FROM MECHANICAL AND OTHER INJUSRY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. VEGETATIVE PRACTICES: 6. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL I 3. 4. 5. 6. 7. 8. 9. 10. il. 12. 13. 14. 15. 16 17 18 BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE 19. AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 7. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES' IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, TEMPORARY SEEDING, DUST CONTROL, INLET PROTECTION, SILT FENCE, AND TREE PROTECTION. NO WORK SHALL BEGIN IN THOSE AREAS UNTIL ALL ESC MEASURES IN THOSE AREAS ARE INSTALLED. 3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CON BEGIN. 4. ROUGH GRADE PROJECT AREA. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. pal: 21 22 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. 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. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 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. 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. 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. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 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. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 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. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 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. THE DEVELOPER 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. 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. 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. 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. 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. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 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 17-20713) GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING GRADING OR LAND DISTURBANCE. *=A aIa1ILIICAILIIe11061161a1:I:IF_,1aJY617MIIII:I:Zf1.9[o11IN19361AQIa1:10194KOILIII:l*IN:Iff_VNlkj&l:l:-9417a\/_1IftIIa1:0 ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. PHASE II ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS s 1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) 2 FINAL GRADE IS ACHIEVED. = 2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING ° SILT FENCE AND INLET PROTECTION MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. i 3. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES � I CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES, MORE THAN 80 INCHES T 0 RESTRICTIVE FEATURES 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES, 10 INCHES TO DENSIC MATERIALS MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. .4`ALrtr of i\ 1TKIN Ji. SHOWALTER hc. Vo. 040?057151 q� 6/2//2022 �-w •t S G S om U h A L G V) 0 0 2 0 m 0 H w LLJ a z 0 0 0 • • • z O i z O a I z DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A rW v , J i--i ^2 0- Q 06 V Ln H� O J; p Z o Z U O = w J U CC >Lz w m LCu W J Q G J p U w oC � U o oC w o w w L H JOB NO. 46555 SHEET NO. C3.0 STONE 70' MIN. CONSTRUCTION ACCESS -.ME 3 SM-2A ASPHALT TOP COURSE -EXISTING 2% 2% ' PAVEMENT �6" MiN. 2'A AOUR_GATE BASE PROFILE STONE 70' MIN. ONS IPU(710N ASPHALT PAVED ACCCSS A WASHRACK LXISI NC 7l 27 PAVI of %1 "T 7 N *. .. 1 1 i 'NUS LXI_NJ LL hGlll L_ONA.'.-1 Cr INCRE. S AN ICRISS 10 PLAN SECTION A —A A mnunummm water tap of 1 unch must be installed with a mwmmum f inch Uallcock shutoff vah,e suppning a wash lose with a diameter of 1. inches for adequate constant pressor e. Rash water must be carried away from the entrance to an approved settlum area to remove sediment. All seclunend shall be prevennted from emterucg storm ch'ahls, cGtchec or watercourses. PCE PAVED WASH RACK NC S.,A. I POLYETHYLENE FABRIC (ATTACH TO POSTS WITH METAL TIE WIRES 0 PERSPECTIVE VIEW ME (u) GRAVEL FILTER 12" 10 MAX. 'NCR FABRIC I RUNOFF WATER WIRE MESH _ FILTERED WATER FF SEDIMENT CONCRETE -- GUTTER CURB INLET 12" " GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT IP CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale SILT FENCE DROP INLET PROTECTION PERSPECTIVE VIEWS DROP INLET WITH GRATE M DETAIL A GATHER EXCESS AT CORNERS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. k.,—�' 6' f FLOWllil_= 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 4 FLOW �_ �r � III —III' I—III=III- ' 111-=. III. EXTENSION OF FABRIC AND /IWARE INTO THE TRENCH. FILTER FABRf�1111IWfl CONSTRUCTION OF A SILT FENCE No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP' 20 LBS. CROWNVETCH *' 20 LBS. 150 LBS. " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE S ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) TS MAY 1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale •�0 SILT FENCE DROP INLET PROTECTION 3' MIN. PERSPECTIVE VIEWS DROP INLET WITH GRATE DETAIL A GATHER EXCESS AT CORNERS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. No Scale nEl LLILJLILI LI L STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE TP FENCE AS A TREE PROTECTION FENCE. 3.38 NO SCALE TREE PROTECTION No Scale 51 EXISTING A PAVEMENT I I MIN. A I FILTER MOUNTABLE CLOT BERM EXISTING GROUND SIDE ELEVATION (OPTIONAL) 70' MIN. r �WASHRACK 70' MIN VDOT#1 COARSEN BI j t 10' MIN AGGREGATE L * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. PLAN VIEW 12' MIN. 3" MIN. 3" MIN. FILTER CLOTH QGrTInAI n_n CE STONE CONSTRUCTION ENTRANCE No Scale EXISTING PAVEMENT NA SHOWA TCR � he. No. 0402057t51 ' q� 6/ZI/ZOZZ far M E C O U N � N C Q O > E N E W W > IL o 3 LL ofO = Q j U m z o —n W y 0 of alnoa �i 0 In Q (n w 0 � oa DLL N z W x U > 0 z C o N > U N M LU W a� m J > of z a ui Q� ~ x 0 U) x G 0 oof z x F 0 w N x Q N Q z 0 U) > 0 0 DATE 6/2112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A T�I ui U) I --I 2 � I..L Q V U) z � 0 O J H—q D z � o Z U O _ _j U \ cc / ccw Q C wI� J p U w H� 0.6 u o LL U) W O LLJ W c a .2 0 N 0 n m L JOB NO. 46555 SHEET NO. C3.1 EROSION CONTROL LEGEND L[MITS OF CLEARING AND GRADING CHAIN-uNK >s DRAINAGE DIVIDE FENCE Z DECK ` `\� \ ` _ \ / m SOIL AREA DIVIDE - \ / TMP61W-1-C-1 1 CHALLENGER WAYLLq 3• \ \ / SAF SAFETY FENCE 3.01 / I I I I I I I // / - - � ` \ \ -SAF- DB. 4783, PG. 672 / / WIN OW``/ h / / / WELL 6PAVED CONSTRUCTION ENTRANCE 3.02 / ���_ / SF / 1 ' Y ROA/o SF- SILT FENCE 3.05 SAF _ \ \ \ / \ \ (F SETBACKLINE (FROM SUBDIVISION) EY SUBDIVISION) DB.899.PG, 333 IP INLET PROTECTION 3.07 (2) 1/''DEC ^ \ \ ^ \ � `�\ _ _ DD DIVERSION DIKE 3.09 PAVED / / \ \ \ \ \ \ \ \ ` CHAIN -LINK ST SEDIMENT TRAP 3.13 RAMP'� FENCFy OUTLET PROTECTION 3.18 WvOD l l I FqNCd WINDOW WELL TEMPORARY SEEDING 3.31 SAF " c\� \ \ ` PS PERMANENT SEEDING 3.32 O , TMP 61 W-1-C-6 I l l l ^0�' / /n�5 DD / \ \ �\ \\ \ fV1U MULCHING 3.35 THE29 GROUP, LLC DB 5448, PG. 13 / I i (MOTEL) 1 LEVEL 12" DEC \ \ TP TREE PROTECTION FENCE 3.38 TP FRAME &STUCCO BUILDING 300 SERIES ROOM NUMBERS) 8 DC DUST CONTROL 3.39 a AREAS STEEPER THAN 3;I TO BE 3.36 STABILIZED WITH STABILIZATION BLANKET (MOTEL) 1 LEVE / RAME & STUCCO BU L NG / "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER lf/ON (F) / , / / 400 SERIES Ly ,l ROOM NUMB S) WINDOW WELL (MOTEL) 1 LEVEL _ / I / / / / / / / / I FRAME & STUCCO BUILDING / / / - �_ R_ - - - _ / � / t / ' /' / �TkrINSPECTION, LL I / I I / / I / FIREWALL n� / TS v ' \I / �'� - _ `�AtrIL T� COMPLIANT S�bYM \\ � h LIMIiS OF D R!§A - .75 ACRES 200 SERIES / / / ROOM NUMBERS) /l !� / / / / / - _ _ _ - _ \ \ \ \ WINDOW STONE COL. /r (3.0x33,GR r� r / / WELL 1 a # ^ / / / / ' r / \ TOA=472.96' (1.6'x1.6) A/ d P /n ' / TMP61W-1-C-2 // / / l l / / l / �� o' l / L I I / / / / / / ' // / / SSDOOIILE>F THE 29 GROUP, LLC /// //'/ / FIREWALL DD ^� / 1 / \ \INV=468.36110"OIFIC \\ STONE COL/ / 5� / / N/V=/68171' V1RdP I _ _ i' 1 7 DB. 5448, PG. 13 / // / // ! l / (7.6'x 1.6/ l r INV. OUT=46�.49, �IB"R I 1 \ I / / -470- J - COL HVAC- - - - - - - - - - -' \- / / / 1 UNIT 7• b i i \ \ \ - - - IExCEPSl4d113J _ - - ' (1.6'x1.6) o \ / ' `' ��' \ \ ' -'----'-_-_ - a 7 15/P/NE L. / / / if'i' r�i �_ - _ - IRON(+Sj- //// TMP 6IM-6 SAF /I ROH Rd' TIOTA, LTD. / 11/1 IVF / '� \\ \ 3g'36"W 108 8� _ 475�- DS.1146' PG.326 ' / 1 i'i'�'' _'''r% _-' _ _S23°__� 4"PEG------- _ � 14"DEC / 5i 1y I / , / # / PROPERTYADDRESS: / I _ STQNECOL. 0 GPI J ///r� // / / / / / DC: / # \ \ / 405PREMIERCIRCLE 8"DEC I (1.G'\ 1.6) / R08 / 2 R i' -� = p.r _ �® - ' _ _ I 1° i i i' i i� 5 _472- i TS' / / / /n l �_ / _ / \ �%),!, �D �.�i IRON F \' \ / 15 DEC SA AM , ® � / / / ' • ' �CN � / _ � ; �_ . ® CIRCLE / AR I / / Jv \ �u4' :%; ' / .'l / /, , , -472- ® PREMIEcl _OO ASEnAENT �A 8"DEr �� IPSPp,OGESSE SPECIFIC / ` "�\ 'o j'% i' 'i i�'I S ® S'L1&25 50' 2" // // // ' / / / \ Sr/ RFACE PAINT / _ ` _ - _ /r �� P \\ EXCEPTION OB 7g7,PG' TMP61W I-C-3 // / �/ // //// / / / / / / ^rye I // LSA i/ / / - _ Z THE 29GROUP, LLc / / / //' / o / a pro' ®/ _ SAF �fpEc/ / �� i - - - DB. 5448, PG. 13 / / / j / /i / h / / / / ^o \ %� / ^ / / / �' / / \ _ _ - IRON (F) `/ / / �� r IP \\a.-18"RCP //// //'///r///' / / l / / `?c9• / ��R7GiN // / F //' 6"x6" (ENTR.) ROH / T .'2R/ /Cpr,)J / / , e / / -476�i' i / r / WOOD AV /\ BOLLARD ' \\ a A p� MASTS/GN.' j D CARPET INN' n 2 �r // ROHO�9 4�N�� EXCEPTION 17 ell EXCEPTION 19 I/// STONECOL /I P o ROH 3 , ROHB 2A0 /( ELEC, TRANS. DC TS HTF5.0' T CE, (I.6 x 1-6) G 14'oEc A4��s1t/n('// 2) 4�D WATER / POOL �/ �(7/dd/��I/ /' / // \43• / / / /� I�,( VAULT ' `� - -\ (a xE2 -/lam SEE CONC. Mw / ®/ I V / \24"DE5 / / I P i"x °RD i � 1 / I / iYP) /) LSAT / /ty DF l 10"DIc DD / / /to, / 1 / S - �l-I- // -4 I w SAF j� EXCETIONy I- / SAN_- IP - L- SAN _ -� Ci.EEii I//4dq�Dll I I/ EP // / I L- ---I_----�_;::>/ �,I I I II \ II/1EEX ��l/\\I mSEE MHSA'I WATER -INE'AT � -y1/ -y1/ _92y'PG. 433 / G SAF G �_ (15+2HC ARi III III111 � # CONC. WALK 72 3' - / 72. 5' lIII /� /', I , 1/ I (MOTEL) I LEVEL BLO Sr FRAME & STUCCO BUILDING BLD (OFFICE & 100 SERIES ROOM NUMBERS) I 0.8,\ CONC / �n co/vc A I 1 / v ROH 72.5' 72.3' (TYP.) ROH I STONE COL. (1.5'x 1.5) 75' FIREWALL STONE COL - (1.5'x 1.5) 72.4' _ 72.4' STONE COL. STOOP ELEV.=480.06' 8.2' / I /ip Name / �• I a CpNC I I srrP� I II I 7sJ 1 1� m 1 #' II I 1 5.4' 1 �; i I II I �l I I� 1 II SD INLET W/GRATE SET ON TIMBERS / TOP=471.88' / INV. OUT=470.67' 12"CMP SD INLET W/GRATE (25'x 25) TOP=474.53' / INV. 1N=469.28'21"RCP HD INV. OUT=469.28'21"RCP TOP=475.41' INV. IN=469.45' 21 " RCP INV. OUT=469 43'21 "RCP EX. 20'ACSA WATERLINE EASEMENT D8. 850, PG. 368 X 20'ACSA WATER -LINE SD INLET We GRATE EASEMENT (2.5'x 25) D8. 903, PG. 374 TOP=472.98' I INV. IN=469.63' 18"RCP (SW) INV. IN=46958' 18"RCP (SE) INV OUT=470.00'21'RCP \ SD INLET W/ GRATE \ (25'x 25) TOP-47795' INV OUT=470.00' 18"RCP EX 20'ACSA WATERLINE EASEMENT ,'\ I DB, 839, PG. 712 ` V SD INLET WI GRATE (25'x2.5) TOP=476.55' INV OUT 470.05' 16"RCP (ENTR.) TMP 61M-4 JAISHIV, LLC DB. 1572, PG. 543 SD INLETWeGRATE (3.O'x 3.3E TOP=470.43' INV. IN=468.60' 12" CMP (S) INV IN=467.66' 18"RCP (N, SWM) INV. OUT=467.28' 18" RCP ' SD CURB INLET W/ MHD (SAG) (3. 0' x 3.37 TOP=471.72' INV. IN=466.52' 18" RCP INV. OUT=466.43' 18"RCP I MHS TOP=476.07' - STRUCTURE 'SURGED' INV. IN=469.92'6"PVC INV OUT=469.776"PVC TMP 61M--3 M&H REALTY SEVEN, LLC DB. 4572, PG. 157 SCALE 1"=20' 0 2040' TOP=472.49' INV. 1N=466.1 INV. IN=466 E INV. OUT=46i Opp �o�3+LA1TF! �,,..�t�• 7 'P h oA� .• 1TMN.M.SH01AALTLR l.ic Vn. Q40'057t51 6/2112022 F Q,p�ss'UNA L CA O x 0 of H w 2 z 0 > C 0 0 Z O i of U (n w U) z O > LIJ W > Lu ce z g w N w r Z DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=20' JOB NO. 46555 SHEET NO. C3.2 6 a N L EROSION CONTROL LEGEND * LALT O / N FL � � = LIMITS OF CLEARING AND GRADING *O CHAIN-Liw = s DRAINAGE DIVIDE FENCE 0 SOIL AREA DIVIDE Mt-IN.M. SHOH'ALTER TMP61W--1-C-1 / ) I I I I I I j \\ \ \ _ \ �\ I.Ic. \0. (H0?U57151 CHALLENGER WAYLLQ / I I I I I / \ \ \ _ \ \ / SAF -SAF- SAFETY FENCE 3.01 DB. 4783, PG. 672 I / I I / % / / / \ _ \ \ \� ` \ \ \ ` \ / \ ,p 6/Zl/ZOZZ �Q. k If � PAVED CONSTRUCTION ENTRANCE 3.02 C+O�, � JN SF ONAL. SAF \ \ r i� SF- SILT FENCE 3.05 5P SETBACK LINE (FROM BERKELEY SUBDIVISION) M E DE 899. PG. 333 N IP INLET PROTECTION 3.07 u \ DIVERSION DIKE 3.09 > E CHAIN -LINK ST SEDIMENT TRAP 3.13 r d `0. FENCES L o \ F n OUTLET PROTECTION 3.18 ¢ W u z / I FF,NCV / 1 \ �6 d 5 o Im" r TEMPORARY SEEDING 3.31 U \ \ \ \Q`S?r, S8? o�C N w U) SAF • \ \ S - PS PERMANENT SEEDING 3.32 o a O TMP67W-1-C-6 \ I I l l / / // r/j� \ \\ \ ¢ vri THE29GROUP, LLC l / / l / / / / \ \ \ \ \ IV1U MULCHING 3.35 c p uj DB 5448, PG. 13 / / / l / l / / \ \ \ a '�" Lti w TP Tp TREE PROTECTION FENCE 3.38 J j 12" DEC \ 1 \ ow w l / I /l8 \f'Ct.\ � \ n � \`\ \ \ \ � � \ \ \ ca F z / DUST CONTROL 3.39 g vi SLn TABILIZED ZEEAS ED WITH STABILIZATION EPER THAN 3; ITO BE 3.36 = a v / \\ \ BLANKET 0 r LIMITS OF DISTUR E / / 8s' \ \ \ \ \ 0 z 1175 ACRES / \ \ \\ * ''VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER L,yON (F) / 483 484 1 m / \ \ p / / / 1 WINDOW \ A > w ry 1 WELL ) \ �@ __ \ .8� Lu SWAL�CENTER LINE, ap ./1.0%SLOPE (MOTEL) 1 LEVEL / / ��' _ Rac '47g�t FRAME& STUCCO BUILDING 1 / / / / / - >1RMLSR _ - _ �Tkr/NSPECTION, \ DATE l I l / d� \ / _ - - - _ _ _--9/ 2620. INDICATE$.9bYM \ > / / I / / / I g, / MU v I / '\/ 200 SERIES / / / �' _ _ _ _ �T COMPLIANT \ (l l I I l I / 482 D / 6 # \ ROOM NUMBERS) / l / / / / / / - - _ _ - _ _ - - ` \ 612112022 PS O S1W0.1 R1SER5'TF� DRAWN BY 5' SETBACK V0, / a a v /a� / / / / / / / / / \ \ \ A. MABEE INV. �! 0.83' \ TMP 61W-7-C-2 / / / / o' b /�/ l O / / / / / Z \ \ / / �ti' / / / SID ourLEt / � (1.0'x o.a;So. o�rNNG1 \ THE 29 GROUP, LLC /// // /, O n`� / / / - \ INV=468.36110"OQIFICq \� • DESIGNED BY / / / g / IA/V=g68j7Pb1 /RdP I _ 1 7 jj DB. 5448, PG. 13 / / / / / / ♦ r I INV. OUT=46e.49' ("R I 1 , I / (� • J. SHOWALTER -470- -J \_ �I / / ,/ / • CHECKED BY // // // ♦ / / MU I�48 HVAC\ - _ - • J. SHOWALTER PS 483 �� UNIT \?7. / / b� / \ \ \ \ _ _ _ _ ex�EPs ad ---- a / 487 s�1 IP / i� J6F9N SCALE ♦ ROH / / / i / - n 480 SAF / / I` - / /�/ �� - - _ �v 1 =20 l,<vE 47g /�d"'i^ �p% / // l O // ♦ / %8 ` / / 1 iii'' �'=� -� _S23a= / �47 /_, _ ,ZTQNE COL � / GPi - _ - _ - - - - -.��_ S-,N-®_ 8'. / ® • (1.G'x 1.6) / 8'°R ROH��i i'� SP -472-' A ♦ \ ir" / ��� i'� _-_'\ 15"DEC SA / 2uQ, : ; , � � � // / �, , , -472- ® PREN'IRRE IRCL ASEn\ENT �Q� Lu ////////,/ / / ♦♦ \` 8"OBi �/ /ii gP i' PA 50,A SSE // �y IP t' . 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OUT-467.28'18"RCP - - - - - - �r / �i'/�-��i / / / / / ° e .•�- ::.;a; PCE :::.:.:. % / � SD INLET WI GRATE I SD CURB INLET W/ MHD SAG L ///////// /,// / / / /-'::i%[ _i?i;i'..:, -.i:•• / WD // / / (SET ON TIMBERS f3.0'x3.3) J Q I7- ////// \ II ::. TOP=471.88' INV. INJ466252'18"RCP I �� z INV. OUT=470.6T 12"CMP INV OUT=466.43' 18"RCP } O • SD INLET W/GRATE (25'x 25') I z U �/ •.:::� / TOP-474.53' M 481 \ \ I R�6 /l /�/iI" // t / HD INV. 1N=469.28'21"RCP I W O INV. OUT=469.28'21"RCP CJ z o /I/ ,// / l / I LLJ I INVPIN=469.45'2I,RCP -475.41'I = J w // / , / / / °`'/ INV. OUT-46943'21"RCP CC L / / / / // I I /� ♦ 4J // Il` 0Q IP ^// / �/ I > m Q / I I MU I7 ffff 1 �EX.20'ACSA WATERLNE J IP IP qN l S /�� ICI I \� EASEMENT Q ILu D8.850,PG. 368 W V/ J II l -. -cc \ it I4EN�c/� // / / / 5/ \ 4B1 IP 480 MU 479 478 471 \ / 4 / %/% I I / / J MIMP 6 - C I LL O I II I lI l l o� v� 8 PS - - .. 478 -� -- t=== /1/ I �I REALTY � 482' - F ' x 20'ACSA & DBE4572, PGV15 LLC o , / / I I I / / / 483 / - O IP / I / !� I WATER -LINE SD INLET W/GRATE / 484 G- # b� /P I / I P EASEMENT (2.5' x 2.5) I U Ll a/ I / l ds1, I / p� -�L /.. SAF J\1S _ -�ti5 - -- - �d5 - _ - _ / De. 903, PG, 374 TOP=47298' v / - 1 \ / \ INV. IN-46958'18"RCP(SE) TMP61M-4 w p - - - - - \ - --/ i l INV. IN=469.63' 18"RCP (SW) JA/SHIV, LLC INV OUT=470.00'21"RCP _ III / , I 1 I I I OB. 1572, PG. 543 w 1 7 / SD INLET W/ GRATE / I I I III //7/ 9 - CONC. WALK SAF 11 I I �,� \ ° (25'x2.5) I --I J 72.4' - I / \ _ I I I / / SA T V OUT 95' 72.5 723 STONE COL. I I INV. OUT=470.00' 18"RCP sTONEcoL (1.5'x15) // \ / I l �}r I/ /I N , \ I EX 20'ACSA WATERLINE I \ / , EASEMENT / / / I I � 1 2 lI /l / I // 0.75 / I Q I \ I D8, 839 PG. 712 I STOOP I / \ I E ///I// / I Lc� v (MOTEL)/ LEVEL ELEV.=480.06' CpNC / I / V 25 x25' $ � I , ST�P� I SD INLET W/GRATE I �j l I BLD S EP FRAME &STUCCO BUILDING FIREWALL 8.2' o , I ( ) P� TTT , I \ TOP=476.55' I I (OFFICE & 100 SERIES BLD S EP 1 1 S I ; NV OUT 470.05' 16"RCP I ROOMNUMBERS) CHIMNEY I m I I (ENTR.J JOB N0. / / I SCALE 1"=20' / I 46555 / I I I 0.8' \ S° Ps A STONE COI- ° I I I 1 o / , �' r 0 20' 40' I MAST SIGN.' I I , co b (TYP.) `ROH r1.5 x i'S) 1 5.4 I O I SHEET NO. D CARPET INN' I 1 1 / I/ I I I ROH G 72.5' 72.3' 72.4' I I I h I I I I I C3.3 6 c a N i' F �a o 8o (7 wZ ao 22 c �w a � C N a0 c L7 Z Z m 0. 2x d o£ a= o a w c y N V c w o N c 40 E c m 06 9 !0 S 0 h2 m o M m o c � m s3 m -E L / I / I I \ LD I \ TRIM EXISTING VEGETATION ALONG PREMIER CIRCLE TO PROVIDE SAFE PASSAGE ALONG ROAD. RESTRIPE THE CENTERLINE AND I STOP BARS IN ACCORDANCE WITH VDOT STANDARDS TMP 61W-1-C-3 THE 29 GROUP, LLC DB. 5448, PG. 13 ❑I m MAST SIGN: p ED CARPETINN' n LA1Tif pFL 2 i\ 1TK•\X .M. SH01AALTLR I.Ic. \o. 040:057151 q� 6/2//202-2 4,p�sS,UAI A L M E O N V N � C w a' W � Q w O K W L M w �Jy—Lr; O l7 W O N a. V z. � Z 7 of Q 3x 24 C� \ Q ce ? LL p OT U ¢ to M 16 O R 9� U' o w U I 2„ DEC V / M cy., w ~ z a TMP 61M-1-21 & N \ THOMAS M. & PAULA DAL O HAUGHEY, TRUSTEES x '"".. DB. 3425, PG. 126 m Z IRON (F) \ / ... : RF m \ .. / ... ... / WINDOW ❑ \ w N .. 9' (TYP.) / WELL \ 8 \ LLJ > w N R5' ... H / 9' (TYP.) ... n(MOTEL) 1 LEVEL / \ ROCK \ \CQUV ¢ ❑ w /'•,. 6 • •. d� FRAME &STUCCO BUILDING / ARMOR pg/2020 /NDICAOES SWM O .....'.'. .... - /J n 200 SERIES FACILIT9Vy COMPLIANT DATE Jl 8" ROOM NUMBERS) / / :.'.1$` - 24 0� SWM RISER STR � 612112022 // .. .'.:'--..4.......:.' �w / .(3.O x 3.3 GRATE) \ O DRAWN BY / V WIDE GRAVEL SHOULDER aD # o / a� TOP-47296' R5'{8 �� 70 10 UNITS, MANAGER OFFICE, AND �/ \ INV.=470.83' \ TYP. �� SD OUTLET INV.=468.36'10 ORIFICE R5' OPENING) \ A. MABEE WHEELSTOP ( ) � UTILITY AND LAUNDRY ROOM TO V. / i as / / N=468.71'21"RCP\ Sc INV OUT=468.49' 18"RCP DESIGNED BY / n REMAIN IN USE IN EXISTING BUILDING / ��/' ® �\ •• J. SHOWALTER - 1$' / / /i/// /i'/ • CHECKED BY HVAC ♦ UNIT /i' ii' (EXCEPTION 15) PROPOSED PROPERTY • J. 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IN=468.60' 12-CMP(S) INV OUT47.9 7PVC 8 • , .. ... "' FHA, IRON (F) INV UT=69.B"PVC INV OUT=466.2 PHASE 1 •* " i ._ -.. , • . - CG-12♦ EASEME i INV IN-467.66' 18"RCP (N, SWM) IRON (F) /i '. VIRGINIA SUPPORTIVE HOUSING "" ` / I INV. OUT=467.28'18"RCP / r o C ` /// 90°BEND SD INLET W/GRATE 4-STORIES ISO CURB INLET W/MHO (SAG) 80 UNITS G2 26' / (LTx 1.7) (3.0'x33J A R2S' / 'SET ON TIMBERS / DOMESTIC WATER x / WATER METER INVTOP=471.88' TOP=471.72' J V lN=ass.sr 18"RCP I LINE AND METER 5' 5' ti / / AND CORP STOP INV. OUT=470.67' 12"CMP INV. OUT-466.43' 16"RCP _ 'a�' SDINLETW/GRATE(2O 5'x2.5) I } 0 FIRE SERVICE FDC �� 93, / TOP=474.53' z INV 1N=46928'21"RCP r CONNECTION 0 • _ e - / / / R2� TOP=475.41 INV. OUT=46928'21"RCP / LSA coLJJ Q y: COURTYARD 11.5° BEND �i/ / INV IN 4F6 15 21 RCP // I J -r r .(qRP OX. '2,9505€'`.f, // I Nv ,,21"RCP j�/ I / I � / 'i • " / / / EXTEND EXISTING / ` i r\ w l a // I 1 _ „ 0Q �/ WATER MAIN m I — J T41AN'/KfLIMAND r / P� TI / I I CURB`�9€II�SPHALT w I~i / 5 I — — ,-;<.� 111ATERLINF I 25.119' DB.639, PG.712 > co CORP ONr, J STOP CG-12 PORTION OF SIDEWALK AND D INL CURB TO BE ASPHALT I (Z 5) GRATE Lu Q R 0' I T ,. I TOP=476.55' r ' T t '" •'1 ^ •�, —r < / ...T•� � `, : .�- ` U EXISTING FIRE I ON I INOUT=470 05' 18" RCP WOOD / _ { r 5 ' — / I I I I (EN TR.) V FENCE�/ I — U — J GARDEN AREA R/225 • I // 1 I / HYDRANT TO REMAIN I I I k / / I 6' WIDE CROSSWALK STRIPED L.L (APPROX. 1,900 SF) / — - x. 20 ACSA PER VDOT STANDARDS 4' I % �/ 8"D — I WATER -LINE SDINLETW/GRATE I 5' G G G — - # / // 24.21 EASEMENT (25'x 2.5) I U 20' ACSA EASEMENT — — — — — — — — — — — — — — _ —TAPPJDd� / OB. sos, PG 374 rOP=472.98' I I U �p — EL E / l INV IN=46963'18"RCP(SE)) NEW WATER METER TO SANITARY SEWER CONNECTION; AND VALVE / ® INV w=46956' 16"RCP(sE) rMP61M-4 I ,"r SERVE FRONT MOTEL ADJUST TOP AS REQUIRED TO 0 MATCH NV DUT=47p.op'zr'RCP JALSH1V, LLC RESTRIPE THE CENTERLINE AND rvo INSET US ROUTE 29 ill =60' ACCESSIBLE DUMPSTER. SEE ARCHITECTS PLAN FOR DETAILS 5'SETBACK- TMP 61 W-1-C-2 THE29 GROUP, LLC D8. 5448, PG. 13X 10' PAD FOR BIKE RACKS 7LOOP� 9 BIKES SEE SHEET C1.1 1O' X 3.5' GENERATOR PAD — RETAINING WALL WITH VDOT STANDARD HR-2 PEDESTRIAN GUARDRAIL OR CHAIN IRON (F) — — — —LINK FENCE FENCE CHALLENGER Wg7LLC \ DB. 4783, PG. 672 If / \ 50'SETBACKLINE (FROM BERKELEY Ar A SUBDIVISION) DB. 899 PG. 333 CHAIN -LINK \ FENCE WOOD / FENCE / / / BUILDING O REMAIN p AD /7b7/ \ ® R10' It CONC. WALK // G-12 / LSA \ TIE WATERLINE TO XISTING RELOCATED FIRE STONECOL. STONE COL. / I WATER LINE TO THE WEST. HYDRANT ASSEMBLY (1.6'x 1sx 1s) .5) CONTRACTOR TO LOCATE LINE I _ ' I PRIOR TO BEGINNIN CONSTRUCTION ANQ ELEV =a8COORDINATE 0.75' I 25. �9' I WITH ENGINEER. II STOOP CONC a Os' I FI4Lk�UTILITY z STEPS i 31 UN5' X T UTILITYP N BLD S EPFiREwALL�I ,Qo II I TRANSFORMER I I I p\ CHIMNEY SS PS -p STONE COL. ROH = (TYP.) ROH 5.4' I 5' - - - - - - - - - - - - - - - - I CONC. WALK CURBSRdF$€NASPHALT OB. 639, PG. 712 SD INLET W/GRATE (2.5'x 2.5) TOP-476.55' INV. OUT=470.05' 18"RCP (ENTR.) DB. 1572, PG. 543 SCALE 1 "=20' ZZ 0 20' 40' TMP 61M-1-22 106 COMA40NVVEALTH CIRCLE, LLC DB. 5141, PG. 638 / / / / HATCH LEGEND SIDEWALK LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT GRAVEL SHOULDER STOP BARS IN ACCORDANCE I WITH VDOT STANDARDS Lu I I I i--i I I e- I = I I w RON IS) I I I LL II I I HC L _\ RAMP \ JOB N0. TICRAMP I INSTALL STOP �p N PER 46555 o VDOTSTANDARD SHEET NO. —u U— —2: INSET _ — _ C4.0 6 c a N i' m 0 a a Li R F �a K 0 "z ao 22 c E o a � C N D 0 o= fY �_ o Z Z m o x F N N 0£ dt o � n y � N � c N o 975 �a 40 E m 06 9 '0 S 0 m c m o m M C m o m s3 L �LALTNpF L CHAIN -LINK �C- I FENCE / ti I\ 1TK•1N ki. SHOIKALTIR > TMP61W--1-C-1 / I I I I / \ \ \ _ \ �\ / \ 1.7C. \0. 040i057151 CHALLENGER WAYLLq DB. 4783, PG. 672 50' SETBACK LINE / / (FROM BERKELEY TMP 61 M-1-22 I / SUBDIVISION) 106 COMMONWEALTH E CIRCLE, . . DE 899PG333 rn u CLE, o DB. 5141, PG.G. 638 / N rw 3 GNII / / ' , , / / / / // \ \\ \ \ O\ \ CHAIN -LINK \ / l /t[% / / \ \ \ `FENCIy a o / / �Otrv�i / 1 //Q_j U00 Z l , , wvOD _ \ �NH, ' w „may - vi O FENCV '1 /, / 6 480.34' \ \ ` \ \ 116j.. U w as M U U)2 Sri Z w TMP 61 W-1-C-6 \ 11 // / /bg97 / \\ \ ` \ \ \\\ \ /TOT U o m o THE29GROUP, LLC l / / / / / \ w DB 5448, PG. 13 / / / l \ 12" DEC w \ . \ \ / �m > cp.o w w v 483.44' / / TMP 61M-1-21 O N 483.18'p0 / \� \ \ ` \ \ \ \ \ \ THOMAS M. & PAULA DALY x � \ \ HAUGHEY, TRUSTEES m � DB. 3425, PG. 126 0 z l ONF l / /l 83 WINDOW \ A \ _ _ I \ 7 > w 1 WELL 482 / SWAL�CENTER LINE, / / I I @ - _ _ - - - _ \\ \ a o 481.96' //1.0%SLOPE p� / / / __------��''> / \ \ / / .��/ (MOTEL) 1 LEVEL / / ��' _ Rac '47,g�t / ' \ ` O / / / / VU / I FRAME & STUCCO BUILDING \ / / / ' ' - - ARA,117R - yTKrINSPECTIONL ;n DATE - _ 200 SERIES I / / / , ' - - - - - - _ _ _ 'T T� COMPLIANT \ � 1/ III/ 482 D 8 \ ROOM NUMBERS) // / / , // - _ _ _ _ - \ \ ` \ � 612112022 �\S1WM RIS R'S'TN \ \ O Ox GR' TE \\\ \ DRAWN BY / /, o / / BIN rory / y # �ry / / / / / / / / / / 1 T 2 l 5' SETBACK p�/ / 484.39' a a v /a� / / / / / / / / A. MABEE n / INV. �! 0.83' ` \ � TMP 61W-7-C-2 / / / O Z \ \ / / 481.50' / / N / / / qD OU1jLEI` / (>.0'x 0.&so. O�rMNc%'� THE 29 GROUP, LLC l// // // O �`5 / ( / INV=468.36\10"OQIFIC \\ • DESIGNED BY DB. 5448, PG. 13 / / / / / / /, ` 481.65' m / / �a / / / / NV g68j71'�1'�RdP� I , J, _ J 11 > INV. OUT jrHOP cb I 1 / / / / / �ry / , n / / / / /� �' h I 1 • J. SHOWALTER w 481.85' / 481.08' / / `�� // l Il \ \ l l l'\' \ ' \ I / l / / 4\� -470.- J \_ / / • CHECKED BY 12"NYLOPLAStII'/♦ 8q / Hvac OJ / xxsS C\ \ \ \ '-----------_ - I I / / / I/' ♦ 2a ' -`_ _ _ / h / • J. SHOWALTER BASIf��/f1YP.� / / 7 UNIT , , / - - - _ / 4g 0 . ,. / / b / ,� i i \ \ \ \ \ i lExCEPSIQd zti - - - _ / 481.41'/� ` / / �0 E)4GND / ROH ' '15LP/NE L. / ///'/ ,i i�'/ i.// \ \/�Ji\ = - -- -_ - - JR9N( - • SCALE %4 / 0 79.74' _ _ , ,r / o 1 -20' EXGND / / 11/1 IMF / ' / '\ 339'36"W 10865 - 475�` ' ' 1S'�7Ec• O/1A 8477 89' /� �pJ , /.. ee� / ♦♦ / / EX GND 478.98' QNE COL. 5',_-- ---' ��. �1 / // GPi i i - 1 / eeO J (1.G'x 1.6) / " - i %,NN %/// , ,/, / l p\, 4j1 / ROH I 21r ii' i I � i'i-'' SP -472- Aj$ ♦, - - - _ / 15"DEC - - - - - _ SA 50- FFE=481.7 81.27, 4 8 / LSA,'.r / / / i j ' .ter IRON lF]i j �/ ' / I �- / / CC 9 \ l 2 / ; , ' . /. - �' / , - -472- - - ' ' EM\ER CIRCL ^EN 1 v \ u4. , l PR T Q W ♦ � � \� f � � r � ��` / - RCEL' ASEn ♦ 475.i3 / \ 8"DECy/� gP\� i ' (PA 5 50' AGGESS E r / / / , / EX GND / / 104 2., 25 , pG. TMP 61W I-C-3 /// �/ j ///// / / l / 477.97 / 477 THE 29GROUP, LLC�fPER- DB. 5448, PG. 13 / / / / / j / /i / hti 1 / / / ' �� l / / / ' ' / - ' - , IRON F T ///'///////�' /1 // ♦ // / // // _ /////\ IS" RCP // / / 1 / / / / -� , //// / ,' 6"x 6" \�\ - - 'I(ENTR.J LL WOOD // // // / // / / a'(1 / ♦ \4� / Gam,/ / �i G f / BOLLARD / / / /// / / / ♦ �' /\ i i _ '/ / ® (7-YP.)i \\ MHS MHS C(>? , " ' CONVERTE IN / \\ SD INLET w/GR4 rE TOP=476.07' TOP=472.49 r n Z BW / (�` / I 1 / (3.O'x 3.3) INV. IN=466.19'6' v Q \ RATS MANHOL STRUCTURE'SURGED, 480.64' / / l / TOP=470.43' INV 1N=466676' TIC ♦ \ `` r / INV. 1N=469.92'8"PVC Z 477 0' N�16 ♦ 4 / TOP SET TO IRON F INV. IN=468.60' 12"CMP (SJ INV. OUT=468.29 r / O INV OUT =469.778"PVC l 1 \POSED GRADE � INV w=4szss' 18°RCP (N, sWM) a TC / 475.70' I / / / 1`�' INV. OUT=467.28' 18" RCP ~� EX GND d w ', / -A/ L7- I It/ / e e I /\h \ / / / 472.79' / SD INLET W/ GRATE 477.40' �'G2 b / / /// / (1. 7'x 17) (33. 0, 3.3)SD CURB NLET W/MHO (SAG) Q / / / / / / / /, // I / / 477.3G I / Q /,� / /7 / P / / "SET ON TIMBERS TOP=471.72' > TOP=471.88' INV. IN=466.52' 18" RCP ~� Z / INV. OUT=470.6T 12'CMP INV. OUT=466.43' 18"RCP I I --I , / b•/ s /, // / / / 480.90' / \ 47 .46' SD INLET W/GRATE (25'x25) 2!477.52�473.11' TOP474.53'A!,/ Q 1 6 INV. IN=469.28'21"RCP O 481 \ ` (R1 / /,/ /� I / HO INV. OUT=469.28'21"RCP SD INLET W/GRATE U 0 481.21' \ / / / TOP=475.41' / FF=481.76' / / / K r \ \ I \ (2.5'x 2.5J W NYLOPLAST I( I / II I NV. IN=469.45'21"RCP j / \ \ i \ TOP=477.95' J Q // t- / / INV. OUT=46943'21"RCP / SA ' CC 6 / //// / / FFE=481.76' / BIASIN (TYR) 480.90' �.. / 108 h // \T // \ INV OUT-470. 00' 18"RCP Q / // < / / \ \ 480.3r f 460.63' m EX. 20'ACSA WATERLINE Q \ I A�4.�5, \ I EX \ J 20'ACSA WATERLINE EASEMENT 1 I 474.5 \ EASEMENT Q I 7 I I� `J D8. 850, PG. 368 / \ I 1 I I \ DB. 839, PG, 712 Lu z 481,54 / STFP5 / \ 1 I SD INLET WI GRATE j L / l /146q DI I l l / � b 480.98' / I s/- - - - - - - - - - - � - --ATB.,fB• ( `S / � j I I \\ / I i i I / � 1 (2.5'x 2.5) ,p I I II TOP=47655' U Q \ (FNTR.) I ,1/EN cL 1 / / / / 482�4 481 / 480 479 478 477 \ I / / I I- / / NV our=470.os 18°RCP m 482' -_-= F X 20'ACSA W1 GRATE 83 I ioV'ifl /C7 4, y �' i r�SG- J484SEMENT O e903PG, 374 TOP=472.98' 4' H� 5. I l� - - - - - - - - INV. IN=469.63'18"RCP (SW) I I 476.9T 1 \ / INV. IN=46958' 18"RCP (SE) TMP 61M-4 IV. OUT //�N=470.00'21'RCP JA/SNIVLLC 1 739. DB. 1572, PG. 543 Lu l SD INLET W/ GRATE CONC. WALK 724' - I I I (25'x 2.5)- I \ ' \ TOP-47795' / /l 72. 5' 723' I I /// �SA ` ' \ INV OUT=470.00' 18"RCP n / I I STONE cot. / \ I `n l , l sroNE COL. (1.5'x 15) 5x15) INSTALL24" NYLOPLAST I \ // 1 \EX BASIN ON TOP OF $ 1 \ *415- \53� I EASEMENT warERu vE / % ,I l ll - - -472- 0.75' D8. 83 EXISTING STORM PIPE I 1 474.\ / 1 / L.` / / / / / I a \ 9 PG. 712 STOOP \ I ELEV. 480.Ofi CpNC / / / C M I I ST�P� \ I SD INLET W/GRATE m } � I 25'x2S 7 RON (S) // I r c v (MOTEL) 1 LEVEL I 1 0 1 BLD Sr FRAME & STUCCO BUILDING FIRFWALL 8.2' o I I J %/?/ / BLD S EP 11 TOP=476.55' / I (OFFICE & 100 SERIES I INV OUT =470.06' 16"RCP / / / _ I 1\ ROOM NUMBERS) CHIMNEY �. I / I \ II (ENTR.) , //// G / \ / /b L -\ HC �Mo JOB N0. n 1, I I I / I \\ cove N} y I' I 1' 4ja I I r F0$ '/ I I 46555 n I I in 0'81 \ STEPS STONE COL_ I I �/ r / MAST SIGN.' / I A I �p �' SCALE T'=20' / HC I 1 �O (TYP.) ROH (t.s'x f.$) \ 5.4 I I O I I / / / RAMP _ SHEET N0. D CARPET INN' I I I / I I ROH G 72.5' 72.3' 72.4' I Ni O I /'{ - - - - I I / I I I h 1 U 0 20' 40' '�' \ INSET I CS.� 16 a a N i' F L n1/ LEGEND ®EXISTING IMPERVIOUS / AREA TO REMAIN 1 \ �r III Ilrt I'Illl II \ II� J / DA-A: PRE -DEVELOPED DRAINAGE / AREA TO EXISTING POND TOTAL DA: 3.34 AC. \ / IMPV AREA: 2.39 AC. 'b / CN:87 a �ry i __% -4-- 7 =_- VVIIF PRE -DEVELOPED CONDITIONS 1"=60' DA-A: POST -DEVELOPED DRAINAGE AREA TO EXISTING POND TOTAL DA: 3.45 AC. ' \ IMPV AREA: 1.72 ;p CN:79 I I� i � 1% / DA-BB:PRE-DEVELOPED 1� UNROUTED DRAINAGE AREA TOTAL DA: 0.17 AC. IMPV AREA: 0.01 AC CN: 63 POINT OF ANALYSIS I I � I I I 18 RCP — / � I I POINT OF ANALY i IS J DA-B: POST -DEVELOPED / UNROUTED DRAINAGE AREA TOTAL DA: 0.17 AC. IMPV AREA: 0.01 AC \� CN: 63 POST -DEVELOPED CONDITIONS 1"=60' M. / WATER QUANTITY CALCULATIONS: CHANNEL PROTECTION (ENERGY BALANCE): QPOST-DEV TOTAL < 0.8 * (QPRE-DEV ON -SITE * RVPRE-DEV) / RVPOST-DEV 4.82 CFS <_ 0.8 ' (6.77 CFS ' 0.459 AC/FT) / 0.321 AC/FT OK 4.82 CFS <_ 7.74 CFS FLOOD PROTECTION: POST -DEVELOPED Q,0 <_ PRE -DEVELOPED Qio OK 12.75 CFS (POST -DEVELOPED Qio) <_ 14.46 CFS (PRE -DEVELOPED Q10) STORMWATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): DISTURBED AREA: 1.75 ACRES PRE -DEVELOPMENT LAND COVER: B SOILS: 0.28 AC TURF 1.47 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: B SOILS: 0.95 AC TURF 0.80 AC IMPERVIOUS REQUIRED REMOVAL: NO REMOVAL REQUIRED pF L o�,.g>i,.A1Ty 2 1TR-lXJi.SH01AALTL•R IIN 1,IC- An. U40'057t51 6/2112022 OA%�ss1('lN M E O N V � N > E a' w W Q w O w O m K w L M Q J U OD Z O N l7 W O a. z. Of 30N¢ cn �It �LL o V> ZO w to c n > U LLJ a M a ILI W J �F L/ ce z g O N 0 M z 0 H LLJ L N hw-I Q r p N w z 0 DATE if 0 612112022 Y DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE 1"=60' FT 1�1 W Q 0 u � Z a CL H� 0 w J Q 2:1--I > LU } / 11 Q W z O Q 2 i >w -i w J LU Q Q J O H� � U W 5�I W II�I^^I11 II JOB NO. 46555 SHEET NO. C6.0 16 a N 1 �a �O K �Z ao 22 c E a � C aN 0 0 o= (D o Z Z m oLD 2 x d o£ a= o � n m c 2 y V N N2 O_ 975 2 O O 40 E c m 0 a m 9 '0 S 0 m c m o m M N h O m a- m _i L / \ / \ / \ MON (F) / \ IIII 111 I WIRE �Illillll � FENCE � / \ 1 III 1 \ OC III I %� SAT. \ PARK/NG TMP 61 M-1-23 I I I}� III `/ \ SETBACKL/NE DISH //1 ISE/ BENJAM/N KARL & CARLYER/N / I II I --- /ill Jill / SAMS / i I DB. 4643, PG. 602 ' \ CHAIN -LINK TAIP61W-1-C-1 11III ///\�� _ _ FENCE / CHALLENGER WAY LLC l ll DS. 4783, PG. 672 50'SETBACKLINE / \ (FROMBERKELEY IMP 61M-1-22 \ SUBDIVISION) 16 / \ \ DB. 899, PG. 333 Od 106 COMMONWEALTH BH/ ' �SbPPL'y \ �CIRCLE, LLC DB. 5141, PG. 636 \ \ -� \\\ sHA�LINK ' V/ ' '\ ` ELEC IIOQD // / I / \ / / FENCE \ l / ♦ ` ? \ \ /T COUNTY / / TMP6IW-I-C-6 IRO / ♦ / l� `/ + \ \ \ ` \ \ OTq� / INSPECTION, THE 29 GROUP, LLC l , ♦ l l / �/ \ 0911512020, DB. 5448, PG. 13 l I / / ` ♦♦ / I r / 12" DAm \ \ - ` \ �\ INDICATES SWM + / + L ! BH \ \ �' FAC/LITY/S / / l / / ( +♦/ / � / + 8 0 \ \ � � 'RO.y COMPLIANT / l l l / / / ♦ /40P / /l / / / / ♦♦\ / `♦ TMP61M-i 21 / l ♦+ I / ++ q> \ \ \ \ \ \\ \ THOMAS M. & PAULA DALY / i / + ' ♦ / / \ \ \ \ \ � \ \ \ HAUGHEY, TRUSTEES IRGM !FI�l �+ l \ \ \ \ B. 3425, PG. 126 / 483 8q / i \ \ \ ` CHAIN -LINK/ WINDOWWELL \ I \ \ \ - _ \I - \ \ \ \ FENCE / / (MOTEL) 1 LEVEL ////// / 0 ♦ / o I / / FRAME& STUCCOBUILDIN / // �� i =�_ _ _ � I \\\ t `` \ l l l I l l l 482 / ® ♦ / 8 \ �� 200 SERIES Q I / / / / / / �i / - - - \ \ \ .�iIQI,SIER STIR \ \ \ /�Oy9'I'/,c ROOM NUMBERS) l i l \ \ \ / 142 0.61 ♦ ' a a J�/' TMP 61 W-I -C-2 IIII / 0.24 / �d 1 l L $D/O&r_L7T/ / 5WM FAC � NVx-0 0, \ \ \ \ S TMP 61 M-1-20 / THE 29 GROUP, LLC ''"/' / + INV.-468.7j'21'RCF' / r SDf5198600(i9-T\� (1.0'Ix0.18'SO.gPEI�IVF} I \ \ \ CA S TUL 0 GA ITAN /'/ //// / / in Gj l / / / / / ' I NV.- 6� 36110 RIkFICE� I \ \ DB 5351, PG. 65 DB. 5448, PG. 13 // / ♦ a / / �y IOU �h I \ \ / / / a / \ \\-r17LT- IIV �- 68.,49, Gp / / a _� I \ \ /// %IIII ♦ `QRp ♦ 102 0.62 HVAc 9� �' \�iv\\�� UNIT TMP6 \ \ --/ I\ L I I \ \ \ \ \ \ ROH - - -WRE l 8, / / �- \ \ I ENCE GEELIZA J. I �� �77� I/ PIN / '\ -4�5'�CG \ MHS \ \ \ \� DB. 187E �� _ _ - - - &A �8 OFE - - a \ \ (STRUCTURE \ \ \ \ \ O STONE COL. / 0 ' GP'�" - - -� - -�1� 8„ / ® -1-�� YIBANOONEDJ \ N \ \ \ ROH 2�oR i - -i 5 +{72-' - i� _® / - A,_ \ \ \ \\ \ ' ' % ' 15" DEC _ l 1 \ \ CHAIN -LINK FENCE / n 122 .37 0 .172- /// / '�SEMENT / SEA /// / �: �' y 50' A ( VRON (5J / // //// / '1114 CCES P SDINLETW/GRATE TION pG. IMP 61W-1-C-3 ////////i i 106 0.86 477 - - � ����M �' s2� z42 THE29GROUP, LLC ///�/// IIII/ / l >�Y 0.18 0.�8 / / J ! ��'�2 /5 (31J,a=33j _ _ ` EXCEP "D8. 7, IRON(F) - \� \ DB. 5448, PG. 13 / // IIII// B / / / \ \N-18" RCP - - = 15 qN h / / / 6"x6„ Q\\ _ TOP=470.43' (EN .) EX 20'ACSA (ENTR.j '?1lr S / / \� INV. 1N=468 / \ \ _ tk \� 61 / (� WOOD � � \ = 8.' RCP�fIJ.'SGVMJ SANITARY SEWER IRON ,F \ \ RD 0.90 !\ / f �i / ® BOI�/.ARD \\\ OUT= ' 98"RGP MHS EASEMENT fTyP) ( ) TOP=472.49' DB. 899, PG. 327 \ \ 0.2] ` \ / /' - (3.OSD Cx 3.8�NLET W/MHD G I INV. IN=466.19'6"TC(SWI \ \ 8 ,,/ IRON (F) TOP=47L72' INV. IN=466 67' 6" (SE) 1 // �/ / "4 i INV. OUT=466.29' 6" TC I (ENTR.) 6ET /A INV. IN=466.52' 18" RCP I � \ /T�//// IIII / / - P / / / I SD INLET W/GRATE INV OUT=486.43' 18"RCP MHS 4 MHS \ P+ TOP=476.0T TOP=469.54' \ / 118 0.35 / 108 0.35 / SDINLETW/GRATE (2.5'x2.5) (1.Tx 1.7) STRUCTURE SURGED' INV /N=461.24'8"PVC (SW \ / TOP=474.53' I `SET ON TIMBERS 0.03 / ' 0.03 ( �� pl�i / / INV. IN=469.28'21"RCP TOP=471.88' INV. IN=469. 92'8"PVC MHS INV. IN=461.24'8"PVC (SE) / 112 0.90 \ / r INV. OUT=461. 19'8"PVC // /// / / �/ INV OUT=469.28'2T'RCP INV OUT=470.6T 12"CMP INV OUT=469.7T8"PVC TOP=469.62' // IIII ' �' 1 4 0.02 / 6 106 I l / MHD 116 0.35 / 8 0.� TOP=47541' INV 1N=463.82'4"PVC ///// / 118 / 114 0.88 I l / I ( INV. IN=469.45'21"RCP I INV NV fN=46463009'6'CI / / ,� / 0.01 - T=469.43 21 RCP � INV OU I 16 \ / / ♦ ¢ 1 ' i /� ,b 1 Q w /SD INLET W/GRATE IIII IIII - 12 `b / • ��K' //sP�9�. ,� _ �� _ 4� (2.5'x2.5) I I / / < 481 480 479 J� IIII ��ll rAfp � 482 _ i \r6llljlll %// s 484 / 1 / / / - r ! / 152 0.59 - TMP61W-1-C-4 IIII'' fI 0.24 THE 29GROUP, LLC IIII II A / DB. 5096, PG. 510 I I I 7 -_ _ - - IIII 1 ! %//IIII IIII// IP/ I MAST S/GN: I II I / It 0.8' RED CARPET INN' I I I II ROH 18 I I' -STONE COL. STONE COL.) (15'x 1.F) (I-5'x 1.52 75' STOOP ELEV.=48006' I 5.4' I I / / / I 8 - ¢ X. 0.81 a 0 6 DECl N / / / 0.71 \ 15' VEPCO EASEMENT I �/ l l � _ \ I l D8. 920, PG. 609 / / / I I \� 8 D I (18PARKING SPACES) /�"DEC �rj ^ l (APPROXIMATE) t--t- 1 SM - SPIKE I /m 2681' }* / OH OHP 172 LEV=48503' G- - _�-''- OHIRON QUE SJ /-=fir-rs - - �_ - -�_ _ _ - - - 30' SETBACK LIN m IRON (FJ 16 C&G Dc� g 1 - - - - O - - O C&G IRON (S) BENT 08. 899, PG. 333 O 18 16 FOR61w-1ca Ob Oa P.O.B. 10 15' VEPCO EASEMENT $44.32'E, 1.0' UNSPECIFIED WIDTH POLE LINEEASEMENT DB. 920, PG. 609 10'PA KING FFOM SE71ROIV FOR VIRGINIA ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE DB 284, PG. 271 OB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W BLD SfTEP (MOTEL) 1 LEVEL BLD FRAME & STUCCO BUILDING GONG (OFFICE& 100SER/ES ',7v� 1 1 ROOM NUMBERS) a STONE COL. (1.5'x 1.5) / TOP=472.98' INV 1.63' 18"RCP (SW) INV I .58' 18"RCP (SE) INV OUT=470.00'21"RCP TMP 61 M-3 Ex. 20'ACSA EX. 20'ACSA WATERLINE M&H REAL TY SEVEN, LLC WATER -LINE EASEMENT DS. 4572, PG. 157 EASEMENT DB. 850, PG. 368 I DB. 903, PG. 374 SO INLET W/GRATE (2.5'x 2.5) TOP=47795' INV OUT=470.00' 18" RCP EX 20'ACSA WAT 12 NE EASEMENT TMP 61 M-4 DB. 839, PG. 712 JA/SHIV, LLC OR 1572, PG. 543 I 7.) - SD INLET W/GRATE (25'x 2.5) TOP=476.55' INV. OUT=470.05' 18'RCP I A-964 2s,3� H, 1 URA, -RAMP uEQ_ _ �18"RCP SD CURB INLET W/MHD SD CURB INLET IN/MHD TOP=471. I V TOP=469.38' INV. OUT=464.53' 18"RCP INV. OIL BOT=445.89' 18"RCP II SCALE 1"=30' h 0 30' 60' n jo OF h v ;( I\ 1TK•1X %i. SHOIKALTIR I.Ic. \o. 0402,057151 q� 6/2//2022 �� z DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' JOB NO. 46555 SHEET N0. C6.1 �a �'o K "Z ao 22 c Ew E o a � m N a0 0 c (D �_ U) E Z Z m 0 2 x oS� d t o a 0 c y N V c w o 975 c 40 E c m 06 m 9 '0 S o 2 .2 m Z '2? M N h O c � s3 m _i L 11.50 HORIZONTAL BEND; STA 0+13.92 WATER METER; STA 0+5.81 TIE TO EX. WATER MAIN WITH TS&V. APPROX. ELEVATION - 485 485 EXISTING GRADE PROPOSED GRADE 480 480 i 475 S FIRM. PIPE 109 475 3.5' MIN CONNEC TION TO BUILDING; ELEV. APPROX. 45 ° BEND 470 1 470 EXISTING SANITARY SEWER PIPE 18" 465 45 ° BEN MIN. 465 460 460 M M v v -0+50 0+00 1+00 1+50 DOMESTIC WATER LINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 Np0N NM O (0 X _ N 00 (D N won Lll p maw J +vm F �onx QaV W FO(o O r U) (q N Z (0 —NtZ H z p z O EXISTING GRADE z 480 N z 480 PROPOSED /01 GRADE STRM. 475 PIPE 109 CONNEC 475 TION TO BUILDING; ELEV. A PROX. 470 470 IV IN. 18" 465 465 460 460 455 455 ^ a -0+50 0+00 1+00 1+50 SANITARY PROFILE 11.50 HORIZONTAL BEND; STA 0+14 - GATE VALVE; STA 0+5.48 TIE TO EX. WATER MAIN WITH TS&V. APPROX. ELEVATION - EXISTING 480 GRADE 480 PROPOSED STRM. PIF E 109 GRA E /01 PIV; STA. / 0+44.46 475 475 MINCONNEC ION TO BUILDIN ; ELEV. APPROX 45 ° BE ND 470 1 45 ° BEND 470 18" EXISTING MIN. SANITARY SEWER PIPE 465 465 460 460 FIRE SERVICE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 M U� O � O . O ? Co 00f (0 O0- Nr CmO)O O ��'�tZZ0 0zz z EXISTING SANITARY SEWER PIPE - TIE TO EX. WATER MAIN WITH TS&V. APPROX. ELEVATION - 485 485 EXISTING GRADE 480 480 ROPOSED GRADE / l EXISTING 475 STCRM PIPE 475 470 470 4"x6" T E TO 450 VERTICAL FHA; ST . 0+39 BEND 465 WATER METER; + 18" MIN 465 900 HOR12 ONTAL BEND; S A.0+46 450 VERTI AL BEND 460 460 116, v v - CONNECTION TO BUILDING; ELEV. APPROX. -0+50 0+00 1+00 1+50 WATER CONNECTION Cliy 480 480 142: 18" Basin - Circular Grate STA 10+36.28 TOP 475.82 INV OUT 472.08 (141) 475 475 470 141 nq� OF 470 1'r 3p0% 465 1465 9+50 10+011 M+O° 11+50 DITCH STR HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ° 490 M W Co O �00 O N N O Co (0 H P-V I Z Z O Cl) Z Z Z O 0 V aD 0) (0 Or V (d O O It F. 2�!,tZ Z 0 U) Z Z Co L O N ' O O co°O�OM O n m M O N N't MO+ (per H p�vz Z_ 0 0F0>> > aon � U) z z L U rn CN =m C3) 0 C-4 +v� Qw0 C*4 0z aon 485 485 i 480 1 480 475 475 1 1' OF 195 6 VC 470 470 465 465 460 460 a ^ (h n R V V' CY -0+50 0+00 1+00 STR 106 - STR 122 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 U') T n�O 0 O N I L � � M f0 .i W 2 M CD Manna U Inca~ _" � cv "aZZ=O 'y of r 00 U) z m��Z O 6F0> > Z � U) 2+00 2+50 1 PROFILE SCALE I I — '�.' w R @ (L° 0 (D (D 0 0 L L L L L _ R73 _ r` Cl)L) n Q 1 0 2 2 L .- U O m U 0) O m U `- 00 U a C (o (0 Ci C QI `M C N uy C N O W C (O Q) •N u7 00 N O 0 0 O 'N O> 00 QI r. 'y O r m NL6n � CD00 OM7 7 m �NL0 V m o)0r, V mu0�� _ +u1� H _ +O^ H - +ter H - +O't H - +0)H ��VZ� ��7t� ��a�7 r�aZO ��a0 OCL -O> O ("HO> O> �FCLK O> O> `�~0z z °r°FOO 490 i 485 1— / 485 J, 480 480 117 5213 OF 475 115 w VC 475 11 5 PUG OF 6 @2.00° 111 9 2 43.83' pvc2 p0% @ I 1 107 421 OF 68Pv @ 2 00°k 470 105 23 0 P IC 10 vy P00 o NjG ° 470 103 6 P @ 42.47' OF @ 18" RCP 465 1 1 465 v v v v v v v v 9+50 10+00 11+00 12+00 13+00 STR 102 - STR 118 14+00 14+50 off.,. ;ONATKAN J4. SHOWALTER' he. No.0401057t51 6/2//2022 A rn 0 O 2 U' m 0 x w W U a z 0 0 C 0 0 Z O i z O o_ U Uj w (n p F Z W O Z z w o w > LU Ce z g a w H N J a r w 0 z DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 H JOB NO. 46555 SHEET NO. C7.0 PHASE 1 VIRGINIA SUPPORTIVE HOUSING 4-STORIES 80 UNITS TMP61W-1-C-1 CHALLENGERWAYLLCI / DS. 4783, PG. 672 PLANT KEY TREES BOTANICAL NAME QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS ULM ALL ULMUS PARVIFOLIA'ALLEE' SHRUBS IBOTANICAL NAME ILE WIN I ILEX VERTICILLATA TMP61M-1-22 106 COMMONWEALTH / CIRCLE, LLC DB. 5141, PG. 638 - / / \ C 24" 12"DEC A / SCHEDULE I AMENITY SPACE B 3,650 SIF AMENITY SPACE C 2,200 SF I / / 5' SETBACK TMP 61W-1-C-2 THE 29 GROUP, LLC / DB. 5448, PG. 13 TMP 61 W-1-C-4 THE 29 GROUP, LLC DB. 5096, PG. 510 ` \ TMP 6 V v THOMAS M. 8 HAUGHEY, � D8.3425 483 48q , I/ \ 7 / ---- — �y8�. WAL�CENTER LINE, � / � / 1 _- � LIMITS OF / / / _ - '"S / DISTURBANCE / \/ / — _ _ _ _ 41S ` / -- 482 (2) ULM ALL (3) QUE BIC � r / / 10' 10 UNITS, MANAGER OFFICE, AND / UTILITY AND LAUNDRY ROOM TO REMAIN IN USE IN EXISTING / BUILDING - - - - - - _ 1�4,9 4 - - _ - ♦ \ 483 a� d$ / / / \ \ __ _ - ,__ ___ 8 / ii/ \ \ / 4 / ��5/'FWE L i 17 _ 3g,W 10$ 65 47 475 -472- 0 / v A'l8 LSA- TMP 61 W-1-C-3 THE 29GROUP, LLC DB. 5448. PG. 13 / / -' / ♦ Ex %�'T l/, -,I \\\ C L E 477.9E / 477 C R R E � '• ♦ / // �;//, �.%j vim' / vw p R _� ��— 5 ILE WIN B / PHE �� <' U �/ (2) QUE ♦ G� / i ' (2) ULM ALL PHASE 1 ARGINIA SUPPORTIVE HOUSING 4-STORIES / 80 UNITS u / ♦ / i COURTYARD ' (APPROX. 2,950 SF)-----4 it / GARdEFAkEA I f r l l I /1 /l l ab 1T 7� po 1 0 / s 482 - - �I 83 484G— / c— /llll/llI f _� /II II II IL l I l 11/11 /f/ �lr`(I/I l/lII f � / / /// 1 I �4:� 31 UNITS, OFFICE, AND UTILITY ROOM TO REMAIN IN USE IN EXISTING BUILDING 2 I I I l/r I I) ZG / 476—�� V �yv I A �SA i \ I I I I I I I I I I I I I I II I I I1J I , / I I � II I TMP 61 M-4 JA/SHIV LLC DB. 1572, PG. 543 TMP 61 M-3 M&H REALTY SEVEN, LLC DB. 4572, PG. 157 SCALE 1"=20' 0 20' 40' KW.ID W�. 14 06/21 /2022 Z O of of U W Z O W w of a DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' Lu J I-� J U Q Lu Q H� O c) W W CE Q LLJ CO T� ^ 1..� J Q w 2 Q U`' a JOB NO. 46555 SHEET NO. L1.1 R �a 00 �Z a0 o 2 C 2 E 'o C N L 0 D 0 c (� O Z Z m 0. 2 n F N d `o£ d t E '§ am c 2 y � N V C N 6 2 � U E � v ac R 06 9 '0 5 �2m mZ =2 M N h O U s3 Fo� v� L INSTALL SHRUBS SO THAT TP- 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 TOPy3 OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING 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, CUTAWAY 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 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL QUE BIC 3 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 339SF 1,017SF QUE PHE 2 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 838SF ULM ALL 4 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 423SF 1,692SF =3,547SF SHRUBS JQTY I BOTANICAL NAME ICOMMON NAME I MIN. INSTALLED SIZE IROOT ILE WIN 15 1 ILEX VERTICILLATA IWINTERBERRY 24" HT./SPRD. ICONTAINER =3, 547S F STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PREMIER CIRCLE 75.54 LF 1 LG TREE PER 40 LF 75.54/40 = 1.89 2 LG TREES 0 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 5%GROSS PARKING 12,930 SF 12,930 x .05 = 646.5 SF 647 SF 676 SF AREA INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 1 LG. OR 1 MED. SHADE TREE 28 PARKING SPACES 28/10 = 2.8 3 LG. OR MED. SHADE 3 LARGE SHADE PER 10 PARKING SPACES TREES TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY rU-73A—C (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 SEWER/WATER 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. NKW. ID W.�. 14 06/21/2022 cn 0 0 (9 0 Uj > w_ x U a 0 0 0 0 O Z O E E H Z O a V w 0 z O > w w a ❑ DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A W J ,U/ f-Y U 2 U r1 Q > } Z 0 U w J a Z w [0 J Q JOB NO. LLJ U C, z Q J LLJ Ln Q L 46555 SHEET NO. L2.1 I I / / / / / / I I / / ' �- - - - - - - - �49\ - \ TMP61W--1-C-1 I CHALLENGER WAYLLG DB. 4783, PG. 672 :juminaire Schedule Symbol Qty Label Arrangeme-it Description 1 S2H Single LSI# MRN--LED-I8L-S-L-2-UVV-DIM-30-'/CCRI-BRZ-IL 1 S3TT Single LS1# MRE-1,ED-I8L-S-L-3-UVV-D1Y1-30-70CRI-BRZ-1L 1 S4H Single LSI# MRM--LED-IBL-S-L-FT-UNV-DIM-30-70CRI-BRZ,-IL �0 1 SSD 33Ck-Rack T-ST# MRM-T.FD-18T.-S T-5W-UNV-DTM-30-70CRT-RRZ Building Mounted .uminairc SoFodulc 1''J, --I !:II:_::31Ci14NI, *Niel ��[.'.Cl'•=_O' 9 9 ® u 1 115.. 11a KJ!—,' lift W,; LWI 4':`-DK 8 iEl ® 0, c,,,: 9.1:i K C2 eP.D-K-_:: L4_kL'6W= 4—L'R-4.i- DB. 5141. LLU PG. 638 / / / I I�/ / / / / / A �♦ A GND v v \ sr 24" 0 �� TMP 61 W-1-C-6 °' l / / x THE29GROUP, LLC DB 5448, PG. 13 o h' / s i G 72" DEC \A8 ° l •v o THOMA M. & AULA DALY •° / / / / * / HAUGHEY. TRUSTEES \ \ DB. 3425, PG. 126 v o ,/ t: S y e r \ \\ \\ \ c I cY / 483 4 o u v v v v I c d I / / / o y r WAL�CENTER LINE; . M LIMITS OF DISTURBANCE - - - - _ * 8 ° 5 '2SETBAC TMP 61W-1-C-2 / �, / ' ,G / s s / �' // / 10 UNITS, MANAGER OFFICE, AND THE 29 GROUP, LLC oc // i / d /> 's / \ \ DB. 544$ PG. 13 c� UTILITY AND LAUNDRY ROOM TO /// , . ♦1 t;� F REMAIN IN USE IN EXISTING �= °° l////b*/�. T<' • s E o� BUILDING c o 0� v xx v v------ - - - - .o / � / '.7-.3 'p PA /A� ,/ / ii�V \ V ����,-<_ - - - - - - 4g2 <7 ICE r ' i 3039 6„W 108. -475 = - ' 9&"bEc w j y /q• _ _ //,�//////j/ r, °° / � /6 * (`S` ?� • ,�/ - / // r _ // ice' / i475 '/_- •y J •o O l \ / / i' 'i ' i i - - $P -472- \ I 4> , s \ t ' ' /�� _ - - - / / 15"DEC TMP 61W 1-C-9 / // //// / / / �., p G , '� z 477.97 . i THE 29 GROUP, LLC 477---_-- DB. 5448,PG. 13 //,/// //// y // / / ,, •, a�$ �. e Jo 4T® /'476- �8���///' Cp r / PHASE 1 v ��l \.s l/r3 / Go / VIRGINIA SUPPORTIVE HOUSING p ! / b12 / Z�- / , / / / / 4-STORIES �y> ° 80UNITS C / c 46 N ° R1V//� 7 v dl�UR�RD / / o c o /' (,• (/ARP 6X. 2,950 SF} / / aA 0 1 0 s // / 1 G o -I •o W� x / / //I/ l o ° �I IIr I /l/I l /l hE 'O 80 479 m 478 4T! - - / // ° o� / TMP 61M-3 h�� _✓ - - 6---/R ° M&H REALTY SEVEN, LLC 1 0 482' - - �i, g ' ( -rt--- '' o DB. 4572, PG 157 u I I 11/ / / lI 484 G— i w/ II'�III // / — _ — --T/, v / a l/ lal I ///71 3 TMP 61M-4 n v l JAISHIV, LLC DB. 1572. PG. 543 I r LSA � I I e E // / / / I Y I 31 UNITS, OFFICE, AND UTILITY / ROOM TO REMAIN IN USE IN O EXISTING BUILDING SCALE 1"=20' o zo' ao' I KW.ID W�. 14 06/21 /2022 a DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' Q U W J w I..L O H� O U<= LU Q -z O Q w J W Q z_ w ^ m 11 J Q , ^ J U H U0 LU V / Q JOB NO. 46555 SHEET NO. L3.1 6 c a N c N O a a R F �a 00 8� �Z no 2 0 Eo a � C N a0 c (2 U Z Z m 0. 2 n F N d `o£ a= o § am c y � N w o 916 2 � c � U E � v �c m 06 9 '0 5 0 h0 m o m = 2 M N h O � U s3 h�E v� L 8 m s 2 m 2 , > 0 S L Catalog#: MRM-LED-18LSIL-2-UNV-DIM-30-70CRI-BRZ-IL Project: PREMIERCIRCLE 0 Prepared By: Date: Type: S2H Mirada Medium (MRM) OutL I LED Area LiaN-,,1 t 4L es IP66 IK08 Lei "z4ftlm Lumen Package 7.000-49,000 Wattage Range 48 - 401 Efficocy Range (LI INN) 117 -160 Weight Ibs(kg) 30 03.6) FEATURES & SPECIFICATIONS QUICK LINKS Ordering Guide Performance Photometrics 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, g 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. • Fixtures are finished with LSI's DuraGrip• Standard Universal Voltage 120-277 Vac)compartment. 9 ( •Included terminal block accepts up to 12 ga. powder coat finishing process. polyester P 9 P Input 50 60 Hz or optional High Voltage P / P 9wire. The DuraGrip finish withstands extreme (347-480 Vac). •Utilizes LSI's traditional 3" doll pattern B3 weather changes without cracking or • LBO 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 Has in carton. • Operating temperature: -401C to +501C Warranty Optical System (-40°F to+122°F). 42L and 48L lumen • LSI LED Fixtures carry a 5-year warranty. packages rated to +40eC. • 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 C62,4L2), temperature selection. • Proprietary silicone refractor optics provide • High -efficacy LEDs mounted to metal -core • Title 24 Compliant; we local ordinance for exceptional coverage and uniformity in IES circuit board to maximize heat dissipation qualification information. Types 2.3. SW, FT, FTA and AM. • Components are fully encased in potting . Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver •IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and • 3G rated for ANSI C136,31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium' (DLC) qualified • Available in SOOOK, 400OK, 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 Conversed Amber Bluetooth'" motion and photocell Qualified Products List at wwwdesignlights. With Peak intensity at 610nm. sensor (see page 9 for more details). org/QPL to confirm which versions are • Minimum CRI of 70. Fixtures operate independently and can qualified, • Integral louver (IL) and house -side shield be commissioned via IDS or Android • Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration atop 10,816,165 62) backlight control without sacrificing street LSI'sAirLink°" wireless control system • IK08 rated luminiare per IEC 66262 side performance. See page 3 for more energy gy options reduce 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. 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Ra k1Q2 irk Inks ITYPICA_ OROFR EXAMPLE. MRM LED 36L SIL FfA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Li0h1 Lumen Light Prefix Source Package Output Distribution Orientation' Voltage Dfimr MNM Mirada LED 7L-7.000Ims ®Silicone [B Type (blank) - standard UHV] Universal Volage(120-27N) FORM-1 0-1W Dimming (O-1 D'::', 91.-9WO trs 3-Type3 L- Optics rotated left 90' HV- High Voltage(34748OV) 12L-12,000 Ims 18L 7B4O001ms V24DDO SW - Type 5 Woe R- Optics routed right 9T 4 ITS FT -Forward Throw 30L - 30,000 ITS FTA- Forward Throw Automotive 36L-369110Ims AM- Aummotius Merchandise 42L 42,000lms 48L 480001ms Custom Lumr Packages' Color Temp Color Rendering Finish Options 50-5000 CCT IDCBI 70CRI BIX - Back (Blank) - None 40-4000 CCT FBR_Z1 Dark Brorue ❑ 30 3.000 OUT CMG - Gun Metal Gray IN- Integral Houseside Shield° IL Integral Louver (Sham Spill Light Culorit' AMB - Phosphor Converted Amber' GFT - Graphite MSV - Meullic Silver PUP- Platinum Plus SING -Satin Verde Green WHY -Whim Centrelp (umoo Unot (Blank). None Stand -Alone Controls Lulmn Llmeliaht Conkoa EKT-0-10v Dimminglea&,enendedlohWgrgeatenor LLC - Limelight Integral Wireless Radio Control by LubW Wireless Conlmesymem ALSC - AINnk Synapse Control System CR7P- 7 Pin Control Receptn* ANSI C136Al a LLCS1-Limelight Integral Wireless Radio Control and MR Mari ALSCH-AirLmk Synapse Control System HWISatelne' IMSBT7- Integral Bluegoom Motion and Photocell Sensor Daylight Sensor by Lutron815'mt height' ALSCS02-AirlinkS Synapse Controls System 12-20'Mation Senor y 0 ys (8.24'MH) u IMSBT2- Integral Bluetoom Motion and Photocell Sensor LLISY- Limelight Integral Wireless Radio Control and PIR MuorV Daylight Sensor Wood 16-30' not het hN M A ALSCHS02- Airllnk Synapse Control System Hostl Salelhe with 12.20'Mo,on Sensor' 25-40' ( MH ) LLIt CS3-Limell Integral Wireless Radio Control and PIR khr on, g t9 ALSCSO4 -Ainink Synapse Control System vA 20-40' Motion Sensor Daylight Sensorby Loon 31-40nmt height' ALSCHSO4- Ashok Synapse Control System Hosts Satelite wit' 20.40'Mober Sensor= kaonType Pholoolls ALBCSI-AirLink Blue Wireless Motion &Photo Sensor Controller (S-24' mounpng height) P01120-120V ALBCS2- hrlink Blue Wireless Motion& Photo Sensor Controller(2540'mouming height) K12WZTT-208.27N PCe47-347V Accessory Ordering Information' Cemols Amer ,ta Dendow Order Numbert" PC120 Photocell for ai CR7Poplion (12QVp 122514 PC23S-2T7P,MocilforuawM CR7Popuon(2WV,24w, 27Pf)r 122515 Twist LockPhotaell (347) for usel won CR7P a 122518 Twist Lack Photocell MBOVI (arose wire CRi 1225100 AirLink 5 PM twist Lock Controller' M1409 Airllnk 7 Pin Twim Lock ContraA a 661410 PMOS24241tPoICMounted Oecuwner Sensor (24k0 663204CLR Shading cap for use with CUP 14M28 Fusing OptMns" DendpBon Oder Number Single Fusing (12OV) c _ Fuz4no Aeawssery Gutde Single Fusing 1277) Doubt Fusing (20&4241 Doubts Fusing (d89Vj Doubt Fowls (64N) shielding npbws Mirada Small San Ghleldina Goal Mirada Medium Mesa large Zan MMlum an tame Slice Medium Mounting Acmoriar omdpuw Dmm Number'• Universal Mounting Bracket 684616CLR Ac stable Slip Final I2- 2 TT Teflon) 688138CLR Horizontal Slip filler (Z -239 Town) 652761CLR Quick Mount Pak Backed (Square Pont) 687073CLR Quick Mount Pole Bracket Is W Round Pole) 689903CLR 15 Till Oack Mount Pole Bracket (Square Pole, 6CU03CLR 15 Till Quack Mount Pole Bracket (4-5" Round Pole) 6BM5CLR W411 MguM 6rackel 382132CLR Wood%leaaclml (6"Minimum Poleno 751219CLR MNNIIneW9 ALNfMties Dowipoon Order Number IMmrd LwrarlShkH Small Imegre Round Sete Shield 743415 10, Loon Bid $Pike Kit(3'Recommended Par Lumeneref 751682 FOOTNOTES: A Accessoresam,froped aeprendlyand held inelsoca . 1, Custom lumen and wattage Packages available, consult factory, Values are within Industry S. Factory installed CR7P option required. see Optbnl senate tolerances but not DLC listed. 9. "CLR denotes finish, See Flnlsh dollars. 2Not available with SW distributor 100nly available with ALSC/ALSCH control options. 3, Corsult Faetory for availability, 11. Fusing must be located in hand hole of Pole. See EA&Cg ag2Uf2o Geld& for comp stablllty 4, Not available In HV 12. Only available in 9L and 12L Lumen Packages. Consult .factmY for lead time and availability, 5 IMSET is field config vabla via the LSI app that can 0 downloaded from your snam1phones native app store, 6, Control device or shorting cap must be ordered seematey. See Accessory Ordering; Information, 4 45111NFIBTrIas me. 10000 Alimnce Rd. etrtlnnait. 0H 5242 • wwrV.lsioarp.com � LSI Indusules Inc 10000 Allu Rd. Cincinnati OH 45242 • www.tstom . rKv pCAnl Thpmea Hasd6& Ce., Inc. _� i71n 772-3200 • d2020 LSI Ind+,sti Ps Inc. AN P rht*. Pa,erved Speof4catfnns subject to chin , - , tl, , t r , - - 8505 Bail Creek Road, Sui B (513) 372.3200 • 412020 L51 Industries Inc. Aill Rights Reserved. Specifications subject to change vrithout notice. Mechouth aville, VA 23116 S2H LIGHT FIXTURE CUT SHEETS NOT TO SCALE CamiOg M: MRM-LED-I8LSIL-FT-UNV-DIM-30-70CR1-BRZ-IL (a Prepared By: Date: Mirada Medium (MRM) Outdoor LED Area Light W , I@da IP66 IK08 Lumen Package 7,000 - 48,000 Range Wattage Ra 48 - 401 Effiot-Y >mg R e (LOW) tT7-160 Weight lb aft) 30 MA) 4 FEATURES & SPECIFICATIONS V .7 L al n I QUICK LINKS Project PREMIER CIRCLE Type: 84H Ordering Guide F Performance Photometrics L Dimensions Construction Electrical Installation • Rugged die-cast aluminum housing 99 9programmable • High-performance rot rammable driver • Designed to mount to square or round 9 q contains factory prewired driver and optical features over -voltage, under -voltage, short- poles. unit. Cast aluminum wiring access door circuit and over temperature protection. p p • A single fastener secures the hinged door, located underneath. Custom lumen and wattage packages; P 9 underneath the housing and provides - square Designed to mount to s r round gae0 available. quick access to the electrical q easy 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 u to 12 a. P P 9 powder coat finishing process. polyester P 9P Input 50 60 Hz or optional High Voltage P / P 9 9 The Dur ri finish withstands extreme aG s stop P 4 -4 3 7 80 Vac >. C ) wire. • Utilizes LSI's traditional 3" drill pattern 63 Pa weather changes without cracking or g g • L80 Calculated Life- leek Hours See (See for easy fastening of LSI products, (Seedrawing peeling. Other standard LSI finishes Lumen Maintenance on Page 5) on page 9) available. Consult factory. • Total harmonic distortion; <20% • Shipping weight: 37 Ibis in carton. • Operating temperature: -401C to +50°C Warranty Optical System (-40°'F to +122°F). 42L and 48L lumen • LSI LED Fixtures carry a 5-year warranty. packages rated to +409C. • State -of -the -Art one piece silicone optic • Power factor: >.90 Listings sheet delivers industryleading optical g p • Input power stop constant over life. p P stays •Listed to UL 1598 and UL 8750. control with an integrated gasket to provide • Field replaceable tOkV surge protection • Meets Buy American Act requirements. IP66 rated seal' optical chamber in 1 d o c e P r device meets a minimum Category C Low g Y •IDA compliant: with 3000K color component. operation (per ANSI/IEEE C62.41.2). temperature selection. • Proprietary silicone refractor optics provide • High -efficacy LEDs mounted to metal -core a Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in IES circuit board to maximize heat dissipation qualification information. Types 2.3. SW, FT, FTA and AM. • Components are fully encased in potting • Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver .IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and • 3G rated for ANSI C136.31 high vibration transmittance of 93%, key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium" (DLC) qualified • Available in SOOOK, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377 Also " Optional integral passive infrared may be DLC qualified, Please check the DLC Available in Phosphor Converted Amber Bluetooth" motion and photocell Qualified Products List at w em.designlights. with Peak intensity at 610nm. sensor sae page 9 for more details). ( P ) 9 org/QPL to confirm which versions are rg/ • Minimum CRI of 70. Fixtures operate independently and Can qualified, • Inte IL and house -side shield g ral louver ( ) be commissioned via IDS or Android •Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration app 10,816,165 62) backli ht control without sacrificing street gg • 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. ILSO BrAusbUs Mks. 10000 AlHancer Rd. Cimclnnatl, ON 45242 • www hi coro.txbm ' 4-f (513) 372-3200 •'02020 LSI Industries Inc. All Rights Reserved. Specifications subject to change Without notice. onS4H LIGHT FIXTURE CUT SHEETS 3 NOT TO SCALE nI OalalOgs: .MRM-LED-IBL-SIL-3-UNV-DIM-30-70CR7-BRZ-IL Prgi. PREMIERCIRCLE (a rrepared By: Date: Type: 83H Mirada Medium (MRM) Outdoor LED Area Light t PL as IP66 IK08 usnu <44fto 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 Photometrics 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 black 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). wirer 'Utilizes LSI's traditional 3" drill pattern 83 weather changes without cracking or • L80 Calculated Life: >100k Hours (See for easy fastening of LSI products. (See peeling. Other standard LSI finishes Lumen Maintenance on Page 5) drawing on page 9) available. Consult factory. • Total harmonic distortion: <20% • Shipping weight: 37 Ibs in carton. • Operating temperature: -40'C to+50'C Warranty Optical System (-40°F to +122-F), 42L and 48L lumen . LSI LED Fixtures carry a 5-year warranty. packages rated to +409C. • State -of -the -Art one piece silicone optic • Power factor: >,90 Listings sheet delivers industry leading optical • Input power stays constant Over life. • Listed to UL 1598 and UL 8750. control with an integrated gasket to provide • Field replaceable 10kV 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. Typos 2, 3, SW FT, FTA and AM. •Components are fully encased in potting . Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver • IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and • 3G rated for ANSI C136.31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium` (DLC) qualified • Available in SOOOK, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also .Optional integral passive infrared may be OLC qualified. Please check the DLC Available in Phosphor Converted Amber Bluetoothe 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 DS or Android • Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration app 10,816,165 132) backlight control without sacrificing street " L51'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 details. costs while optimizing light quality 24/7. Specifications and dimensions subject to (see page 9 for more details), change without notice. GMirada Medium Outdoor LED Area Light ORDERING GUIDE as �"ks. �YPICAL ORDER EXAMPLE MRM LED 36L SIL RA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaim Light Lumen M Pre11a Source Package e, owbidim Odeddom Voltage Driver EMNM1 Mirada LED 7L-7.000Ims, SIL Silicone 2-Type2 (blank) -standard ONV Universal Voltage 020-277U) OIM 0-1OV Dimming (0-10%b 9L-99301ms 3DType3 L- Optics rotated left 90° HV- High Voltage(347-480V) 12L-10Ims SDD 18L 78,000Ims SW - Type S Wide R -Omics rotation right 90° NON Ims FT- Forward Throw 30L - 30,000 ITS FTA- Forward Throw Autommrve s L-36,000Imsm AM- Automotive Merchandise 42 42L-d2,OD0I 48L - 48,000 Ims Custom Lumen Packages' Color Temp Color Rendering Finish options 50 5000 COT 7011 ACRI BLK-Back (Blank) - Norse 40 - 4000 CCT [M Dark Bronze 30 3000 OCT Said Metal Gray ❑ IH- lategral Houseside Shield° IL Integral Louver (Sharp Spill Light Culprit' Ante - Phosphor Converted Amber GPT - Graphite MSV - Metallic Silver PUP - Platinum Plus SVG - Sato Verde Green WHY - White uomrms (unaae unel (Blank) None Stand -Alone Controls Lulmn LimelloM CoMmls EKT-0-10v Dimming leads extended to resonant exterior LLC - Limelight lntegml Wireless Radio Control by Lutron Wireless Controls System ALSO AuLink Synapse Control System CR7P- 7 Pin Control Receptacle ANSI C13BAl a LLCS1-Limelight Integral Wreords Radio Control and PIR Mo,,i ALSCH- AirLink Synapse Control System HestfSateldea IMSBT7- Integral Blueloothes Motion and Photocell Sensor Daylight Sensor by Lutron 8-15'rat height' ALSCS02- AirLink Synapse Control System with 12-20'Maton Sensor (8-24' MHp IMSBT2-Integral BluMooth''Motion and Photocell Sensor LLC32-Limelight Integral Wireless Radio Control and PIR Mom,: Daylight Sensorby Luton f6-3g'rat height' furLink Synapse Control System Host/Satelte cosh 12.20 Matron Sensor' (25-40'MHh LLC53-OmeIIght Integral Wireless RadloControl and PIR Motion? ALSC504 Aft -ink Synapse Control System with 20-40'Motion Sensor Daylight Sensor by Llrtron 31.40'rat height' Airtunk Synapse Control System Host/ Satellitewith20.40' Motor Sensor' Baton Type Phmooells ALBCSI - Nrunk Blue Wireless Motion & Photo Sensor Controller (8-24' mounpng teight) Pell 20-120V ALBCS2 - Ainink Blue Wireless Motion & Photo Sensor Controller (2540' mounting heghq PCI2Ag-277.208.2T7V PC1347-34N Accessory Ordering Informatlon7 Co*ol,Aunmin cent"" Order Numbena Ii Phoace8 for mui CB7Pamian (Hour 122514 PCZf 2T7 Phmocelllorumw C071epuon 1208y,210V, 277V)r 122515 Text Lock Photaall (347W Israel with CRi a 122516 Teiat Lack Pholvicell (down for use will CIHP a 1225100 Arbirk 5 Pin Twist Lack Controller ° Mims Airllnk 7 Pin Twaft Lock CaMraller" 661410 PMOS24-24V PoleMwntad na tuodnst, Sensor (24V) 932WLR Shorting Cap for use with CR7P 14932E Fusing Optio so proportion Order Number Since Fusmg (12OV) S F,„�r,a op de Single Posing Well Doubt¢ Fwmq {208V. 240VI Boubls Fusing 14MV) Douba Fusing (847V1 Shielding apB Mirada small Gen ShWlaina Guide. Mirada Medium Minna lame Zone Medium an Fame Slice Medium Mounting AcceRq,lesn omdouan OmeNumBm'- UnNmsal Mounting Bracket 684616CLA Adjustable Slip Fleet (2-- 2 We Tenon) 688138CLR NorizonMi Clipfitler IT-2MTemn) 652701GLR Wall Mount Pole Bra vet (Square Pon) 687073CLR Quick Mount Poe Oradrm (45' Round Pole) 689903CLR 15 TillOmck Mount pole Brackelglao re Niel 688003CLR 15 Till Quack Mount Pole Bracket(4-5 Rout Pole) 68MULR wan Monte Bracket 382132CLB Wood Pole Brackn 06" Mhhmum Pole Diameter) 751219CLR MinBlluems, AC,00,ies DewlMlon Order Number IMm EaLoureesheN Defeat Innegml House Sete Shield 743415 10' Linea am spike Nit 13' Recommended ar Luminsain 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 options. 2, Net available with SW distribution 10.0nky available with ALSC/ALSCH control options. 3. Cortwl[ Factory for evailabiAEq: 71. Fusin must be located In hand hie of le, see Fu%vda arc grogv Gulra& for cam ablll g pot lam ty 4 N 'I Net oval able n HV. 12.On1 available In 9L and 12L Lumen Packages. Consult acts for lead time and availability Y 9 Y y cpnfi9urabB via the LSI app mdl can be downloaded lydm your emaltpflpne'S 5, IMS, amide native app StOYC. xc 6. Control device or soortirg Gap must be ordered separately. see Accessary Ordering Information, Page 219 Res. W14/21 UR lm Wstrim Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • wevy,rosuccurp.com Thomas Harts & Co, Inc. on LSI Industries Inc 10000 Allieiato Rd. Cleleinnatl, OH 45242 • wwwdsican pepm page 2f9 pied, a2/14/21 r a :- - 22 05 q . c Inc.' r r' ions sublets to chance without notice A. rKt -Y fl- ct -,� �ro 7 I t s P sPBe.1p4B,n.ofl20� 7 „'° B S13 3 2-3200 • iFA2020 L51 Indust- les r1c. Ali Rights Resmr"aed.5 ecitica... 8. 8C,1p4s,. _062p ._3. _.2 _20- _0_O L_I lncdu..rl__ nc. Al Rights Reserved ecfica..._ns -r E. _ct .o thane � BSOS ell Creek Rom SutuB ( ) I I -- , Spa. I -Without mgttce. g P 9 g Mechanicsville, VA 23116 , S3H LIGHT FIXTURE CUT SHEETS NOT TO SCALE 2 E (a Mirada Medium Outdoor LED Area Light ORDERING GUIDE Og�k is, we rk L L, TYPICAL ORDER ESAAIPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen HAM Prefix Source Package Output 010bidion Onentakioa voltage Driver FM-RM-1 Mirada LEO 7L-7000Ims SIL Silicone 2-Type2 (blank) - standard UNV Universal Voltage(120-27N) DIM 0-10V Dimming (D-10%) 9L-900(l 3-Type 3 L- Optics totaled left 90' HV - High Voltage(347-0BOV) 12L-12DOD Ims 78,000ImS -T18L ypes Wide R- ODtics tooled right W4 WSW 24,000 Ims Q Forward Throw, 30L-30,DOO Ims FTA- Forward Throw Aulomotive 36L-36,000IN MI-AVamobve Mechandia 42L-42,0001ms 48L-ADDO ITS Custom Lumen Packages' Color Temp Color Rendering Finish Options �70 CRI BLIK - Black 50-5000 CCT 70CRI 40 - 4 000 ccr BRZ Dark Bronze ❑ 30 3.000 CCT 0. Gun Metal Gray IN - Integral Houseside Shield' GPi- Graphite IL Integral Louver (Sharp Spill Light Cutorip AMB - Phosphor Converted Amber" MSV - Metallic Silver PLP- Platinum Plus SVG - Satin Verde Green WHY - While Controls Choose One) I (Blank) - None Stand -Alone CoMmis Lmmn Limelight Controls 'recess EKT-O-the Dimmingtads extended to housing exterior A LLC-OmeL ht Integral Wireless Radio Control LutroN l9 9 by W ConbanapsNm ALSO - Synapse CR7P � 7 Pin antral R ANSI 1 S41 " C Receptacle S C 3 pro LL 1-0meli M IntegralWr i m i n PIR M onl CSBless Ratio Co road oA g - AdinUnk a Cond of Stem ALSCH- AirLink Synapse Control System HoMlSatl4e' IMSBT7-Integral Bluetooth Motion and Photocellcensor Daylight LutronB ALSCS02-AirLinkS eras Controls rem wire 12-20'Mopon Sensor Synow System 8-24- Ni I 1 rm IMSBT2-Int rat Blumpoth Morton and Photocell Sensor Integral Limelight helms Radio -Omeli M Integral Wireless Rai Control and PIR Mo,oN C52 a do 9 t9 height' by A Daylight Sensor Ltagint6inie ALSCHS02-AivinkS eControlS Stem Host/Saudis cosh 12.20'Mo,on Sensor' YapPs Y 25�-00' MH c ( ) s LLC53-coact M InI rat Wireless Radio Control and PIA MotioN 9 t9 ALSCS04- Ainink5 apse Synapse Y stem wHost Daylight Sensor Lutron 31d0' rat het hN by 0 Control i S0'MatioM20.4r ALSCHSO4-AininkS Control$ stem Host/SaI¢lim wire 20.90'MopOn Sensor' Synapse y Bullml Tyoe P,Moalle ALBCSI- Blue Wireless Motion &Role Sensor Controller (8-24'mounhngheiigh PCI12D-12W AID LBC52 A-Aidi* nk Blue Wireless Motion BRole sensor Camroar(25-00'moungng height) PCOBB-TTi-208 -277V K047-347V Accessory Ordering Information' Contrele Acauseedn Dendppon O,dsr Number"' 720 Phatacellfor woh CR7P0 rmn 12w PC UR p I Y 122H4 PC208.277 Phmaceal lot use wph CB7Paptron Client 240V 2AV)r IM15 Tend I 471 ru Ise CRIP' a Lock PhpMul p )fo s- 1 1 225 6 Twist Lock Phofoall 1411i for use with CRIP' 1225180 Auk- t 5 Pin Twin Lack Controller' 661409 Airllnk 7 Pin Twee Lodi Cormoltra 661410 PMO62424V Pole Mounted OCPSaanagereor, Ut4V1 M32B4CLP Stoning Cap for use wth 07P 149328 Failing Option" Depositors order Number Since Fusing (120U) s F"""' ae-rr, rGmde Singe Fusing RM) Doubt Fusing (fae8240VI Ooubk FuSn d 91 BOVf Doubt Fusel 347Y Al 1 shielding Oppose Mina Small Sea shled;ne G..uide. Mirada Medlum Mira Large Zone Medium Zorn ledm e Slide Medium Mounting Accnm,in' Besedoll omm Numbee. Universal Mounting Brackm 684616CLR Adjustable Slip Fitter 12'- 2 3M' Tenon) 688138CLR Horizontal Slip Fifter (2'.234' Town) 652761CLR Quick Mount Pok Bracket (Square Pan) 687073CLA Quick Mount Pole Bracket 145' Round Pole) 689903CLR 15 Till Dark Mount Pole Bracken anxic Palm 68BD03CLR 15 Till Quick Mount Pole Bracket (4-5Round Pole) 689905CLR Wall Mount Brackel 382132CLR Wood Pole Bucket (6" IAlnuoum Prole Dlamme) 751219CLR Miscellaneous Accessories Description (homemaker IMmral LmwmISANN 690941 InMm Houa Bute shlekd 743H5 n GiteBird SPIkeio( ' A mendopr mknMre) 7 1M FOOTNOTES: 7 Acceateesaresh'ppedseparatelyandheldinstalled. 1, Custom lumen and wattage. Packages available, consult Factory. Values are within industry S. Factory installed CR7P opton moulted See Options. standard tolerances but not DLC listed, 9. "CLR" denotes finish. See Fensh options. 2 Net available wlth SW distribution 10, Only available with ALSC,IALSCH control options. 3, Consult Factory for availability. 11. Fusing must be located In hand hone of pole. Selath,dual,ijeagagauguQLamile for compmMllllty 4.. No available in HV, 12 Only available In 9L and 12L Lumen Packages. Consult factory for lead Moe and availability. 5, IMSBT is field configurable via the Latium that can be dowmoaded rrom your amended" native app scare. & Control device or shorting cap must be ordered separately. See Accessory Ordering ITIWnmNon, Thomas I Farris & Co., Inc. LSI Indusmes Inc 10000 Alliance Rd Cincinnati, OH 45242 • wwwdslompBpm sece 2/9 Beei W14/22 Bell i 850. a rcaA Road Suite 8 /��eJ, 513 372-3200 • 4ri02O LSI Industries 9fkc. All Rights Rgsertved. S eificatlgns subject to change without malice. 3PEO1D9&A:6B2B 'ice f ) Rre PB 61ec r1g Mechaniuville, VA 23116 Catalog f: MRM-LED-18LSIL-6W-UNV-DIM-347DCRISR2 `fP Prepared By: Dale: _ Mirada Medium (MRM) Outdoor LED Area Light � t®pa IP66 IK08 Lumen Package 7000-48,000 a Watta9 Range a 48 - 40 1 QUICK LINKS Efficacy Range LP n7-160 9 ( W) Weight Ibs(kg) 30 03.6) Ordering Guide Performance FEATURES & SPECIFICATIONS Proect: PREMIERCIRCLE Type: S5D Photometrics 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, 9 9 located underneath. Custom lumen and wattage packages P 9 underneath the housing and provides • Designed to mount to square or round available. Out &easy access to the electrical poles. • 0-10V dimming (10%-100%) standard. compartment. • Fixtures are finished with LSI's DuraGrip p •Standard Universal Voltage 120-277 Vac < ) g • Included terminal 1 [ 12 a. block accepts u o P p 9 powder coat finishing process. polyester P 9P Input 50 60 Hz or optional High Voltage P / P 9 9 TheDuraGrip finishwithstandstr p extreme 347-4 Va ( 80 c) wire. • utilizes LSI's traditional 3" drill pattern 83 weather changes without cracking or • L80 Calculated Life: Hours (See for easy fastening of LSI products. (See peeling. Other standard LSI finishes on Pa lumen Maintenance on Page 5) drawing on page 9) available. Consult factory. • Total harmonic distortion: <20% • Shipping weight: 37 lips in carton. • Operating temperature: -40-C to +501C 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 III surge protection • Meets Buy American Act requirements. IP66 rated sealed optical chamber in I 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 . 313 rated for ANSI C136.31 high vibration transmittance of 93%, key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium' (DLC) qualified • Available in SOOOK, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also " Optional integral passive infrared may be DLC qualified. Please check the DLC Available in Phosphor Converted Amber Bluetooth" motion and photocell Qualified Products List at www.designlights. with Peak intensity at 610nm. sensor see page 9 for more details). ( ) P 9 org/QPL to confirm Which versions are • Minimum CRI of 70. Fixtures operate independently and can qualified. • Integral louver 0L) and house -side shield be commissioned via IDS or Android - Patented Silicone Optics (US Patent NO. (IH) options available for improved configuration app 10,816,165 B2) backlight control without sacrificing street , LSI's Airl-ink'" wireless controls stem Y • IK08 rated luminiare per IEC 66262 side performance. See page 3 for more 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. g z1 UH IndLWAM Iw 10000 Aliimm Rd. Gnd nan, OH 45242 • wwwlsicorp,ccom rWIF (613) 372-3200 + 9*WO LSI Industries Inc. All Rights Reserved, Specifications su sect to change without frotice- S5D LIGHT FIXTURE CUT SHEETS NOT TO SCALE G ORDERING GUIDE Mirada Medium Outdoor LED Area Light PICA, ORDER EXAMPLE MRM LED 36L SIL FTA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Light Palle Soune Package Budget Distribution Dominion voltage Driver FM-RMJ Mirada LED 71-7.000 the SIL Silicone 2-Type 2 (blank) - standard gil Universal Volage(120-27N) RO-IMI 0-1OV Dimming (0-1 0%) 91.40001ms 3-Type3 L- Optics nodded left 90' HV - High Volage(347-08OV) 12L-12,BOB Ims 18LIF76,ODO Ims El Type 5 Wide R-Ophaimatedrightg0l' 24.000Ims FT - Forward Throw 30L-30000Ims FTA- Forward Throw Automotive 36L-36,0001in 42L-420DO Ims AM- Automotive Merchandise 48L-480DOIme Custom Lumen Packages' Color Temp COiorRendeflng Finish Options 50 5000 OCT 70CItl 70CRI I� BLK-Black (BIanM-None 40-4000 OCT [E Dark Bronze 30 7.-Gun ❑ 000 CCT Byrd Mina Gray l IN- Integral Houseside Shield' GPT - Graphite IL Integral Louver (Sharp Spill Light Culoep AMR - Phosphor Converted Amber'' MSV - Meullic Silver PLP - Platinum Plus SVG - Satin Verde Green WHY - While Controls (Choose One) (Blank) - None Stand -Alone CnMmls Lum LimelloM Comma Svmem FXT-0-10v Dimming leadsemended to housing exterior LLC- Limelight hall Wireless Radio Control by LutraW W'relea Controls ALSO Author Synapse Control System CR7P Control tail ANSI 41a C C 0 Receptacle S 6 LL 1-Lim li MInt Integral R m n PIR Mort' CS e g ego adoCo mad fro ALSCH- Anink Synapse Control System Host/SaMBe' 5'fos IMSBT7-Integral BlnetootA'"Motion and Photocell Sensor Daylight Sensor MLutron 8-15'mt heiAAN ALSCS02-AiNnkSynapse Controls rem won 12-20'Motlon Sensor System 8.24' MH ° LL -❑mel' M Integral Wireless Radio Control and PIP ModoN C52 ( 1 Ig t9 rm IMSBT2- Integral Bluetootn Motion and Pnomcell Sensor Daylight Sensor Luton not height' egby A ALSCH502-PidJm4S COMroIS slam Host /5at¢Ike wdh l2.20'Mation Sensor' yaps' Y 25-40'MH= ( I Wren LLC53-Omeli Limelight rat Wireless Radio Control and MR MouoN 9 t9 ALSCSO4-AiNnkS aaContrdS stem vrftA 20-40'Motion Sensor Synapse Y Daylight Sensor by Lutron 31-00not height' ALSCHS14-AiniltkS CAMt01System HOstf $aI¢Ike with 20.40'MotlOn Sensor' BuNat Type Photocells y apse ALBCSI- Ainink Blue Wireless Motion& Photo Sensor Controller (8-240'mounngheghq PG120-77- ALBC52-Airllnk Blue Wiriness MotionBP000 Sensor Controller(25-00'moun0ng Night) PCI206Z7T-200.27N K1347-347V Accessory Ordering Information' Controls Aaesmin Description Omer Numberre Fri 20 Plmlaadl former .on CUP option 1 AA 1 2UVr 122514 PC2a8.277 Phmacell for ways, C87P option(2DBt: 9W, 27N7r IM15 Twist lock Photocell (347VI mi wbh CRi 122516 Train Lack Photocell I4 ror use wc7P'' 14s51 BO Airllnk 5 Pin ➢ cal Lack Controller' B1409 Airllnk 7 Pin Twist Lack Cgmrollera 061410 PMOS24-toll Pole -!daunted occaparmrsmorrMyl 88 PWLR Shorting Cap toi use with CR7P 149328 Fusing promise D•n""On rich Numher single Fnirm (12(A9 ace R,.°ina Acca scow Guide Single From (27Ni DouNa Fusing (2M .. 24M Double Fusing 1 480 V! Double Fusing 347 1 Shielding nature Mirada small sea Shoelace, Guide Mirada Medium Mirada tents Zone Medium rem urge 4 Sow Medium Mounting Accwsmin' Onedouan Brae Number' Unhersal Mashing Bracket 684616CLA Axmagle Slip hear (2'- 2 318' Tenon) 688138CLR NOFiwnMi Slip Rfter IT. 23.W Tenon) 652761CLR Dotes Moue Pak Bracket (Squire POW) 687073CLR Buick Mount Pale Bracket (45' Round Pete) 689903CLR 15 Till Back Mount Poletlmcket MS Pde) 68BD03CLR 15 Till Quick Mount Pole Bracket (4-YAwO Pot') 689905CLR Wall Mount Bracket 382132CLR Wood Pole Backet(6" rearrom PoleOpicated 751219CLR Mindhneous Anesaries Dugdpllon Order Number lMW.1 Lumvellrkb 590951 In(mre House Sim shield 743415 Warner rturn a n d p ( e a 1 751632 FOOTNOTES: 7, Accessor es are shipped separately and field installed t Custom lumen and wattage packages available. consult factory Values are within Industry S. Factory nnstalled CR7P apron required. See Options, standard tolerances but net DLC listed. 9, "CLI? denotes finish. See Finish options. 2. Nice callable with 5W distribution lOOnly oallable with ALSGALSCH conbal options. 3. Consul Factory for avaika�ty 1t. Passed must be located In hand hole of pole see Egoon Aez sway cane for comlp✓ar ablllty. 4 Not waaabte in RV 12. Only available In 9L and 12L Lumen Packages. Consult factory for lead time and availability 5- IMSBT is field configualle via the LSI app that can bop downloaded from year sm r'lumone's native arms store. & Control deralce or shoving cap must be ordered sapamtely, See Accessory Ordering Intentional ThroHarris at Co.,Ic. ift LSI Industries Inc 100 A911ane Rd Cin tl, pkF 45e• www,lsi pmpeom page 2/9 rucy WrAi 8505 Bell Creek Road, Fite B (513) 372-3200 • @2020 LSI Indu�ie6 keu All MOTION I Specifications subject to change wltkxArt norticts, SP80.1045.A.0620 Mechanicsville, VA23316 NKW. �ID wo. 14 06/2112022 M E CD O1 u IN N INO O Q > E W N y W Q w O w C m .--I of d J U 0000 w J - Lrf H+ i > NO N Z_ W 7 0 W ' 3x 9 J U1 LL IN: a; 04 c N U)U 0to . {1 > C and V1 (31 O N on ci M id - GO J upF Of O 2 (D M O C H En W_ 2 Q Z 0 vi > Qi 0 Z O F_ Olf Un w 0 Z O . _) > w Of 3 LU Q DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A W J U U' LU W 1--4 UQ( LLJ T LU Z U U 1--I O U W J z LUI Q F1 �W I Mm J Q F1 J = W U I- ll ,^ V / �< • B IDDDDDD JOB NO. 46555 SHEET NO. L4.0 16 a ai 0 C ce 8 Fro 3 m 0 ps a m Li I.�r kF F no a m 0 MO �0: (7 2Z a0 i 0 c m w 0 no C 0 noUP c EL c lY 2 O .. W Z m O LD 2 X P a a O .S tit o '§ a Ch a c > ,_ ad 2 N o c N O_ 9 75 2 E m do c as0 E o c do m a9 m N no °S 0 Doc aso m Z m a as C o m a$ 0& ­_ L X0 Steel Poles Square Straight 4`p58/fjfQ E QL FEATURES & SPECIFICATIONS Catalog # : 4S0B3-S11G-2O'-S-BRZ-4BC Prepared By: QUICK LINKS Ordering Guide Pro eadi PREMIER CIRCLE Dale ORDERING GUIDE PICAL ORDER EXAMPLE: 4SO B3 S11G 24 S PLP DIP Pole Mounting Series Method Material Height' Configurations Dimensions EPA Pole Shaft Ground Fault Circuit Interrupter Pole Vibration Damper • Straight poles are 4", 5", or 6" square. • Self -testing Ground fault circuit interrupter - A pole vibration damper is recommended in • Pole shaft is electro-welded ASTM-A500 is optional. open terrain areas of the country where low Grade C steel tubing with a minimum yield Finishes steady state winds are common. strength of 50,000 psi. • Non -tapered poles and lightly loaded • On Tenon Mount steel poles, tenon is 2-3/8" • Every pole is provided with the DuraGrips poles are more susceptible to destructive O.D. high -strength pipe. Tenon is 4-3/4" in Protection System and a 5-year limited vibration if a damper is not installed. length. warranty: • When the top -of -the line DuraGrip- Plus Listings Hand -Hole Protection System is selected, in addition to • UL Listed • Standard hand -hole location is 12" above the DuraGrip- Protection System, a non- • gqA/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 Luminajre/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 corer 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. LSI Industries Inc. 10000 Alliance Rd- Cincinnati, OH 45242 - www.lsi-industries.com (513) 372-3200 - :c-2020 LS1 indn� ,e, Inc. All Rights Resolved. Specifications subject to change without notice. LIGHT POLE CUT SHEETS NOT TO SCALE DRILLING LOCATIONS Sides A B C D Hand -hole X Single X D180 X X D90 X X DN901 T90 X X X TNI202 G90 X X X X ON90a Single FBO X Double FBO X X FIXTURE CONFIGURATIONS Side "C" Side "D" Thomas Harris & Co., Inc. 8505 Bat] Creek Road, Suite Mechanicsville, VA 23116 Steel Poles - Square Straight - Side "B" Side "A" (Hand -hole Side) Back to Quick Links 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 4Y 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 OF pole preparations are located 3/4 of the height of the pole from the base, except on 20' poles. Maximum height for SF and OF pole preparations on 20' poles is 13' from the base. Steel Poles - Square Straight Mounting Pole Configuration Finish Option; 4SO 4"x4" Square Straight Pole Boll -On Mount'- See pole selection guide FS 1-1-GI 11 Ga, Steel 8' aSingle/Parallel NEI Bronze GA- Salvanized Anchor Bolts SSO-5"x5" Square Straight Pole for patterns and fixmrematchm (4SO and 5SO only) 10D180-Double BLK-Black SF -Single Rood' 650-6"x6"Square Straight Pole Be 5' Traditional Drilling Pattern g D90-Double SO7G-07 Ga. Steel 12' DN90-Double PUP -Platinum Plus OF -Double Floods DGP-DuraGrlp®Plus ®3` Reduced Dulling Pattern 13' T90-Triple WHT-WhBe LAB - Less Anchor Bops 02- 2' Reduced Dulling Pattern 14' T1,1120-Triple M-Satin Verde Green CRXX- Conduit Raceway' 15' 090-Ond GPT-Graphite ON90-Quad 16' MSV-Metallic Silver T - Tenon Mount- See pole selection guide 17 N - Tenon Mount BZA-Ahemate Bronze for tenon and fxlure/brackel matches 1T6' (Standard tenon Standard SF and DF 18' size is 2-3/8" 20' O.D) pole preparations 22' are located 3/4 of the 22* 6' height of the pale from 1-No Mounting Holes' - Use with: • BKA 4ISF & BKA 51SF 23' the base, except on • BKA MIST & BKAX51SF 24• 20' poles. Maximum 25 height for SF and OF 26' pole preparations on 27' 29 poles is 13' from 28 the base. 30' 32' 35' 39' Height Remrktiron, Consult Pok SelectionOwtm opposite page Accessory Ordering Information Description Descdptforn Order Number 4004-Sitiou Base Cover 122559CLR VibmY Damper-CSp POk@g9connw041M 172539 5BC-5'Squam Base Cover 122561QR Vibration Damper-5" Square Pak(bo0-nn mount sail infin (ABC-6" Square Base Corer 1225630111 Vexation Damper-6" Square ftl,, g It -on mount anhg 1711361 E82-Weatherproof Duplex Receptacle 12256M GFI -Ground Fault Circuit Interrupter 12256M MHS- mounting Hole Plugs for use with 5"traditional our palms Ci set of 3 phgs) 13M 1,13-mounting Hole Plugs for use with 3"reduced don pattern (3 setof 3 plugs) M126 MH2- Mounting Hole Plugs for use won 2" reduced dell pattern (3 sure, of 3 plugs) 7251541 FOOTNOTES: 1 - See Area Light Brackets - 3" Reduced Drill Parham 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. atLSI Industries Inc-10000 Alliance Rd. Cincinnati, OH 45242 • ww w.lsi-industriescom (513) 372-3200 • 02020 LSI industries Inc. All Rights Reserved. Specifications subject to change without notice. 00 PRODUCT DIMENSIONS SOT - N= 2-3/r (60mm) O.D. x 431C (121mm) Telmll 8'- 1 (2.4m - 11.9m) Optional Single D90 DN90 D180 Pardbi T90 TN120 ON90 090 Base Cover Projecti BOLT CIRCLE 4" (102mm) square 5" (127mm) square 5" (127mm) square 6" (152mm) square 10-1/8'(257mm)sq. 10-1/8"(257mm)sq. 10.1/9'(257mm)sq. 1Z'(305mm)sq. -rr2g' ii'(2191Mn1 Wa•kB6de 1T(YA6Mlum.9affOrde 11'(219mm)Oia. Bolt Circle 12'(305mm) Bill. Bolt Circle Bolt Circle Designator B C D Slotted Slotted Slotted Slotted Bolt Circle SAl-(203mm-279mm) 9'-11'(229mm-279mm) 9"-11'(229mm-279mm) 12'(305mm) Anchor Bolt 374'x 39 3/4'x 39 Vx36' 1'x36' Size (19mmx762mm) (39mm x762mm) (25mm x914mm) (25mm x 914mm) Anchor Bolt Projection 3-1/4' (63mm) 3-1/4' (83=) 4' (102mm) 4' (102mm) Base Plate Opening 3-579 43M' 4-51T 5-5/8" for Wireway Entry (92mm) p21min) (117ni (143mm) Base Plate 10-1/8'sq.x3/4"thk. 10-tl9sqlk .ttlil 10-Iffsq.xl'Nk 12'sq.xi-1/8'thk. Dimensions (257mmx 19mm) (257mm x 19mm) (2:7mmx5onm) 1305mm x29mm) Pole Gauge 11 11 7 7 Note: Base plate illustrations may change without notice. Do not use for setting anchor bolts. Consult factory for the appropriate anchor bolt template. 12" 1305mm1 Standard 4 nchor Bolts Foundation By Other SF - Single Flood Pole Preparation Bolt -On Mount 2-Bolt Pattern 02 TOP OF POLE 0.40 I� 2.50 0.75 0.40 ' 1.00 1.00 I I I I � I I I I I I I I Its TOP OF POLE 0.63 1 1.05 3.50 2.41 1.79 _ _ 1 MAX MIN 210 0.56 Page 2/5 Re, 04/02/21 SPEC.1070.A.0920 Steel Poles - Square Straight MMMMM�f-I40[LZ�TrI[431Vi1tFi SImWm6 MBON78 4'(102nhm)srq.n Ga. is approximately Z5016s./ft. 4 loo1nm) sg O7 Ga. 8 approximately 10.001bs./ft. W(WrinO W. V Ga. Is approximately 9.00Ibe/ft. 7(127mero W.O7Ga.isapproximately 12.50 ex./ft. 6'(152rnm) sq. 07 Ga is approximately 15.4016s./k. Ancbor Bolts (3/4 x W109mm x 762mm) 151bs. (7kg)/set Anchor Bolts (1" x 36'g(25mm x 914mm) 301bs. (141nDAet B5 L TOP OF POLE I I j 0.563 i 2.50 TYP 0.750 1.50 I 0.563 3.13 I I I I I I I I I I I I I I I I I LSI Industries Inc 10000 Allianre Rd. Cincinnati, OH 45242 • w ..lsi-industrienucan Page 3,15 Rev. 04/02/21 //`��. LSI Industries Inc. 10000 Alliance Rd. Cincinnati. OR 45242 • www.1si-industriescom 'I (513) 372-3200 • &2020 L51 Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1070.A.09213 'I (513) 372-3200 • U2020 LSI Industries Inc. Ail Rights Rp rved. Spocineations wbjoct to change without notice, LIGHT POLE CUT SHEETS NOT TO SCALE WIND SPEED Steel Poles - Square Straight Back to Quick Links EPA Information All LSI Industries' poles are guaranteed 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 harts or damage caused in these sb istimns. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed o withstand e0 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 POLE MiteHeight� Le ph (B) WaIIThid, (Dal am3E Be BWMW MMBda tM Mm lam term lm m tMet" 1MMm 1MMm 170MPH iMMPH 4"xtt-pxt2' 12 11 B III am 1" 125 Its 92 7.6 63 52 4.3 3.6 4'x11-gaxt4' 14 11 B r-11- 075 107 95 a5 63 5,4 44 3.5 27 2.1 4"x11-paxl6' 16 11 8 B-11' Om 82 72 6.4 49 38 29 21 1.5 1.0 4'xl1-gax18' 10 11 B Ill 075 63 54 47 3A 2.4 18 1.0 0.4 Me 4"xll1ax20' 20 11 B B-11' Om 4.6 3.9 32 21 12 0.6 Na Na Na 4'x11-gax22' 22 11 8 W-11' 05 78 fib 57 42 3A 20 12 0.5 Na 4'x11-Aax24' 24 11 B 8-11' 0.15 6.0 S 43 29 IS as Na nh our 4"01-ill 26 11 0 81-11" 075 45 37 a0 17 0.7 0 Na Na nla 4'x7-gaxl4' 14 7 0 1 8-11' 0.15 183 1 164 143 1 122 1 10.2 15 7.1 59 50 T" 7-goxt6' 16 7 B 8'-111 075 147 132 Its 9s 7A 63 5.2 42 14 4"x7-9ax18' 10 7 B 8-11' 0.75 111 105 9.3 T4 59 4.6 36 20 2.1 4'x7-gax20' 20 7 8 8'-11, e25 98 M 74 57 43 32 2.3 1.6 09 4"x Tga x 22' 22 7 B 8'-11* on 77 6.6 5.7 42 3A 2.0 12 0.5 n/a 4'x7-gax24' 24 7 B x-111 on fl0 51 43 29 13 09 Na Na Na 4'x7.gax26' 26 7 B 8'-11, 0.75 4.6 37 39 17 0.7 nh Na Na Na 4'x7-gax2V 28 7 B 6-111 075 33 25 1R 07 Ma F14 Na Na rile 4'xTgax30' 30 7 B 8'-11, 0.75 22 to 08 M M Na Na Na Na 5'xtt-gext4' 1 19 1 11 C T-11" 075 17.4 157 14.1 115 93 77 6.3 5.2 1 4.2 Fxll-px16' 16 11 C T-11" 0.75 139 123 109 8.7 69 55 4.3 3.3 2.5 5"xtl-gaxl8' 10 11 C T-il" ads toll 98 64 0 4.9 3.7 26 1.8 It Txl1-gax20' 20 11 C 9"-11" 0.75 85 73 63 48 32 21 1.2 0.5 Na 5'xll-gex22' 22 11 C T-il" am 1" 95 83 62 45 3.2 2.1 1.2 05 5'x11-gax24' 24 11 C T_Ir 0.75 as 75 6.4 45 10 11 0.8 Na nla 5"x11-Aax26' 26 11 C T-ll" 1115 fill 57 4E 3R lug 0.6 Na n/a Na 5"xtt-gax28' 20 11 C T-11" 0.75 52 4.1 32 13 D4 tVa Na No Na 5"xll-gsx30' 30 11 C T-11" 075 16 21 13 04 Na Na Na Na n2 5'x7-gaxM' 20 7 D 9"-11" 1.00 Mud 193 17A 14.0 11.3 92 7.4 6.0 48 7" 7-gaxU' 22 7 0 T-11" 100 317 use I" last 107 15 6.8 5.4 42 5"x]-Aax24' 24 7 D T-11" 1.00 17.7 156 in 108 85 65 5.0 37 26 5'x Fgax26' 26 ] D W-11' IN Be 13.1 11A 83 fill 48 3.5 2.3 1.3 5"x7-AaxM' 2 7 0 9--111 1.00 Im 1" 9.4 69 43 3.4 2.1 1.0 Na Vx7-gax30' 30 7 D T-11" 199 103 a9 75 52 3A 20 0.8 Na Nx 5"x]-pax35' 35 7 D T-11" IN 60 4B 3b 1B Na Na Na Na Na n x7-gax24' 24 7 J 12' IN 188 16A 143 112 86 IS 4.8 3.4 2.2 6'x7gax26' 26 7 0 1Z IN His 114 117 a3 0 4.6 3.0 1.8 DI VW-gax28' 28 7 J IT IN 129 109 93 67 48 28 1.6 Na nn 6"x7-gax33' a0 7 J 1Z /90 1 10.4 1 83 73 43 29 13 Na Na nh V t7-gax32' 32 7 J IT lie 83 68 55 3/ t3 Na Na Na nn 6"x7-Aax3V 34 7 J IF 1.00 6S 5.0 17 lb Na Na Na rt/a Na 6'x7-gaxM' 35 7 J IT 1.IM 55 42 29 09 Na Na Na Na Na 6'x7gni a 7 3 IT too 23 1.0 Na M rv2 Na rth nla Na All LSI Intlustries Doles are guaranteed to meet the EPA requirements listed. LSI Industries and responsible Ba pole order has alow EPA rating than the indicated wind-loadihm zone where the pole will be located. CAUTION: This guarantee does not apply if the pole/brackef4txture combination is used to support any otheriMns such asffags, Denmhts, or sign, which would add stress to the pole. LSI Industries cannot accept responsibility for harm or damage caused in these situations. Nate: 1- Poles shorter than these listed here in for men gauge have EPA rating equal to a leader Man what is provided in this table. To Confirm EPA ratings on shatter poles, contact LSI Industries. 2- LSI Industries recommends avfbration damper be ordered with this Wo. Page 4/5 Rev. 04/02/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 - wwwitsi-industriescdn SPEc.1070.A.0920 (513) 372-3200 • d2020 LSI Industries Inc All Rights Reserved. Specifications subject to change without notice. Page 5/5 Rev, 04/02/21 SPEC-1070.A.0920 aW. III o. 14 06/21/2022 M E o O 01 u N 6 N C Q O >E w of E Lu - +r x > a LL o 3 Q U. - dO ra J=M i � U 00 l _J -u a i O N L. D Lu N - Z �x <_�< oa= c � U > F- Q c r^ 01 O N i M a � o w w H Z O CL Of U W W 0 Z O > W Of w H Q 0 DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A LU J LiJ H� U = Q cn LU z U 2:LU W J Q LLI LU m V J LU U <L I__1 v, ' I annuan JOB NO. 46555 SHEET N0. L4.1 R kF F 8ns,a MO �x C7 °2 00 0 c T rig `o M w C m a0 D O X O Go m O w 2 $ 2 N F N o - d o aae o � N c a y J .m.. ti w X � N .- .2 2 c r0 0 m U E o 0 m o Is c �a r0 'a o - o c m o m - m U ns,m 2 N N C w p C U N 3E tons, d _ E F_ L