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HomeMy WebLinkAboutSDP202200046 Plan - Revision 2022-11-14T oC NILTH y 0 F`'O U�.1TH 1� N SHOMLTL•R LIc. No, 041J2057151 PREMIER CIRCLE VSH BUILDING PHASE I 11/09/ZOZZ far OA%�sS�r�tiALG�'61% 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 BLOCK 2 AREA: 2.72 ACRES (0.73 AC. PHASE 1; 1.99 AC. PHASE 2) BLOCK 1 AREA: 1.03 ACRES EXISTING IMPERVIOUS AREA: 2.38 ACRES PROPOSED IMPERVIOUS AREA: 2.33 ACRES LIMITS OF DISTURBANCE: 1.75 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: SPECIAL NEEDS HOUSING (80 UNITS LESS THAN 500 SF EACH) AFFORDABLE UNITS REQUIRED PER ZMA2020-00011: 48 UNITS AFFORDABLE UNITS PROPOSED: 80 UNITS ZONING: NEIGHBORHOOD MODEL DISTRICT BLOCK 1: NON-RESIDENTIAL BLOCK 2: MIXED -USE OR RESIDENTIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR AIRPORT IMPACT AREA BLOCK 1 FRONT AT ENTRANCE CORRIDOR: 30FT MIN. AND 50 FT MAX. FRONT: 10 FT MIN. AND 50 FT MAX. SIDE: 5 FT MIN AND NO MAX. REAR: 10 FT MIN AND NO MAX. BLOCK 2 FRONT: 5 FT MIN AND NO MAX. SIDE: 0 FT MIN. AND NO MAX. REAR: 5 FT MIN. AND NO MAX. ADJACENT PROPERTIES: NORTH - RESIDENTIAL (R2) EAST - COMMERCIAL (CI) SOUTH - SEMINOLE TRAIL WEST - COMMERCIAL (Cl) WELAND IMPACTS: NONE WATER SUPPLY: THIS PROJECT IS NOT IN A PUBLIC WATER SUPPLY WATERSHED. DRAINAGE DISTRICT: MEADOW CREEK THERE ARE MANAGED STEEP SLOPES LOCATED AROUND THE PERIMETER OF THE PARCEL THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN MAXIMUM BUILDING HEIGHT: BLOCK 2: 50 FT (4 STORIES) PROPOSED BUILDING HEIGHT: PHASE 1 (BLOCK 2): 46 FT PARKING REQUIRED: PHASE 1: 0.35 SPACES PER UNIT LESS THAN 500 SF * 80 UNITS = 28 SPACES PHASE 2: 1.3 SPACES PER UNIT * 60 UNITS = 78 SPACES ANTICIPATED PHASE 3: 1 SPACE PER 100 SQUARE FEET OF RETAIL = 50 SPACES ANTICIPATED EXISTING BUILDINGS TO REMAIN PARKING REQUIRED: 0.35 SPACES PER UNIT LESS THAN 500 SF * 41 UNITS = 15 SPACES EXISTING PARKING: 130 SPACES TOTAL PARKING PROVIDED: PHASE 1: 28 SPACES ADA PARKING REQUIRED: PHASE 1: TOTAL SPACES PROVIDED / 25 = 3 SPACES ADA PARKING PROVIDED: PHASE 1: 3 SPACES EXISTING BUILDINGS REMAINING PARKING: 45 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVE THIS BUILDING THAT IS IS LOCATED ON THE EAST CORNER OF THE MIDDLE BUILDING. THIS HYDRANT WILL REMAIN AND TWO ADDITIONAL HYDRANTS WILL BE INSTALLED ON SITE. PROJECT TIMING: THE ANTICIPATED START DATE FOR CONSTRUCTION OF PHASE 1 IS SPRING 2023. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12-18 MONTHS. SITE: 1. THE SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTED DISTRICT 2. THE SITE 1S 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 405 PREMIER CIRCLE COUNTY OF ALBEMARLE, VIRGINIA 11/09/2022 'c0 SF o 1,..l lc FasHor Squ ,a GOWACI P`IN OR s r V _ 492`.w ter{ PROJECT LOCATION s y r. Alrcdo.eLaek VICINITY MAP SCALE: 1'I = 1,000' ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 DEVELOPER: VIRGINIA SUPPORTIVE HOUSING P.O. BOX 8585 RICHMOND, VIRGINIA 23226 CONTACT: JULIE ANDERSON TELEPHONE: (804) 836-1062 TRIP GENERATION TABLE: LANDLIGE 1TECDDE &MOUNT UNITS WEEKDAY AUr P R PMP' I IR IN OUr TOTILL I T% I 0,P7 I TOTAL 320 1J5 Rwris 5 1 28 1 44 1 24 1 20 1 44 EAIs[In Total 335 1 L6 28 44 24 ZG 41 ae. General(Me 71D IS SF A 168 1 35 B 41 3 16 19 Mutifarruly Prosea Total I 1IE'5 1 30 1 57 1 1D7 1 53 1 45 90 Nit Intl-tars(Proposed - CdotbW sot 51 24 1 (511 29 25 51 SOUPLE: IMLihrt uFTram:PortMm E" •!rl' Trip SolarntronNmllol 101h FAtion (2017) Sheet List Table Sheet Number Sheet Title CO.0 COVER COA 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 20Ab and c) TABLE B. DENSITY, HOUSING TYPE, AND NON-RESIDENTIAL USE BY BLOCK 8"" APPROX MIN_ MAX MAX PBINEI MAXN064 MIN NON- MAXNON- IXOCK OWEWNG OWEWNG PR06r HOUSING RESIOEM SINGLE R61DEW RESIDEW SIZE UNITS UMYS. GRM TAN3 WIMM3 GROSS BUIWING GROSS DURDING DENSITY FDOrPNM(SF) AREA AREA GI=1 4618XI 0 0. DDDA NA. 2060D0s 5,000 40AM Non SF (LW �al arse) OLOCI(2 11M40 80 140• 370M MJ6I III, 5,000 0 35AW MaNBUse SF(263 spinal or eves) Needs Resaknn Housl TOTAL 163-335 gN 140s 37DM MF,SNH 2g3DD° 5,000 40,M 3r (3.75 I 1 1 acres) III. Green Space, Amenities (Section 20A.5d) and Recreational Facilities TABLE C. MINIMUM GREEN SPACE AND AMENITIES BY BLOCK AMENTY AMENITY AMENITIES GREEN GREEN GREEN SPACE AMENITY AREA AREA SPACE SPACE ELEMENTS &GREEN MIN SF % MIN SF % SPACE x Block 1 4,661 10% Courtyard/Plam, 9,322 20% Entrance 20M Non- (4,661 of Landscaping, (9,322 of Corridor Residential 46,609 Seating, 46,609 Landscape total SF) Streetscape, total SF) and Playgrounds Streetscape Block 11.674 W% Outdoor 23-48 20% Landscaped 20% Mixed -Use (11,674 of Courtyards/Plans (23,348 BuOerand 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, P aygrounds IOFAL 16,335s 10% 32,670 20% 20% (16,335 of (32,670 7 163,350 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 am O oc Z O a V Ln w p (n 0 V Z (� 0 O N 0 O LU w w w of O Z V gza w a w m (~ J U1 Q J C z z� DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A Uj Q ^2 V z Q > } z W0 / _ O Q U \ w / m J Q W J U I� H� U// QL W S�( L W JOB NO. 46555 SHEET N0. C0.0 16 a rA io t m n a io E� F �a �0 8� n0 �Z 00 2 i 02 E � a c M N N 0 D 8 U Z m O C L 2X F N `o£ a= o � n � y �R V N wc o_ .2-6 2 0 E � �M 0 m g 9 '0 S 0 o � m o M 2? M N h 0 C U N F_ L \ \ MON (F) / � II WIRE i I�I�II I FENCE11 \ III I Ill I 1 \ Oc i l l l l l l ICI I il. SAT 20'SETTMP61M-1-23ARKING ISH \ I IR `J SETBACKLINE \ _D/ BENJAMINKARL & CARLYERIN � SAMS I l / I fill, I - - \ \ I / DB. 4643, PG. 602 / \ / y, CHAIN -LINK TMP 61W-1-C-1 I I I I I I / I I // ' // / / \ FENCE / CHALLENGER WAYLLC / I I I I I I "/ / •• _ \ \ DB. 4783, PG. 672 / / I I I I I I 50' SETBACK LINE / jo (FROMBERKELEY TMP 61M-1-22 \ 8 i SUBDIVISION) 16 / \ DB. 899, PG. 333 Od 106 COMMONWEAL TH CIRCLE, LLC I Qrj d R / \ \ DB. 5141, PG. 638 \ � 6HAlK INK -FENCE / PPLY TMP 61M-1-21 THOMAS M. & PAULA DALY H DB. 3425, PG.S 26ES / TMP61W-1-C-6 IRD% THE 29GROUP, LLC / DB. 5448, PG. 13 ZMA2020-00011 //; f �,y \ \vq c?o. BLOCK 2 IRON( \ \ \\ \ \ FENCE TMP61M-1-20 CHAIN -LINK/ CASTULO GAITAN p DB. 5351,PG. 65 VOTENTIAL LOCATION OF FUTURE RESIDENTIAL BUILDING BY OTHERS TMP61W-1-C-2 THE 29 GROUP, LL C l /% / l l I /I If DB. 5448, PG. 13 470= IEXCEPTION 45 — —4 MHS RpF//{/>J/'/ l l� / r pro / 1 — , _ — 6noEe — — — t— A T3 — /, 1®� '\\ \ABANDONED)I ANC / I ///�// / \ �h /% R IRCLk�SAN I8 S / 472— X p MI'X') SEMENT /° ,� S �® A RC50'AOCESS 242 THE 29 GROUP, LLC / �i/'/ // Cb / - SD INLET W_/GRATE OEPTION p8 T, PG S - - — / / / / b l / �j / \ (3j1'x 3.3 J ' - , IRON (FJ \ OR 5448, PG. 13 / /�/ ///�i / / / / , _ ., / / \ \t-18" RCP _ TOP=47o.43' — 15 I PHASE 1 / % / s"x s" Q\\\� INV IN=468 / \ (ENT .) EX 20'ACSA (ENTR.) / WIRE FENCE lI TMP61M-1 GEORGEANDER: ELIZA J. KING,° DB. 1878, PG. \ CHAIN -LINK FENCE \IRON (S) �6a \ \ > \ h \ \ \ �/ / / ^g 6� / WOOD _1 \ "RCP—(N, MSW ) SANITARYSEWER IRON (F \ \ \ VIRGINIP(SUPPOj2TIVE HOUSING / b / — ® BOLD \\ ,OUT= 8' 18'"RCP MHS EASEMENT \ — \ 4-STORIES / / / / / a / �P'J SD CURB /NLET W/MHD ( G) TOP=472.49' DB. 899, PG. 327 \ \ ` / / / INV. IN=466.19'6"TC(SWI 8dUNITS I \ / �� IRON (F) TOP=471.72' I INV. IN=466.67'6"(SE) INV. OUT=466.29' 6" TC (EN TR.) 465— / INV. 1N=466.52' 18"RCP \ HS OUT=466.43' 18" RCP MHS L STOP=469.B"70P=476.07'STRUCTURE'SURGED' INV IN=461.24'8"PVC(SW INV IN=469.92'8"PVC INV. 1N=461.24' 8" PVC (SE) MHD INV. OUT=461.19' 8" PVC // TOP=4754Y INV. OUT=469.778"PVC INV. 1N6463.82'4"PVC \ �GP1_ /' ! "" I / / I I / INV. IN=469.45'21"RCP INV. lN=463.30'6"TC IS \ l /� INV. OUT=469.43'21 " RCP INV. OUT=463.09'6"TC C IVIC l/l 5 / TMP61W-1-C4l//Illl THE 29 GROUP, LLC /111 Il / --- - � --JI DB. 5096, PG. 510 // l ll II / I Z loo ig1.- is 111 18 C 1 . 'I 0 -r I PHASE 3 15'VEPCO EASEMENT O/ �1 POTENTIAL LOCATION OF FUTURE i" NON-RESIDENTIAL BUILDING BY OTHERS DB. 920, PG. 609 I ` l ll-y—�—�----f------- -- (APPROXIMATE) — I / I b N -}- 2e4 / P i -_UGP -- --- _9M_P-9 -� -- --- - -480J IRON OH =480— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i it m IVIIAM I I I I 1 /EX. 20'ACSA WATER -LINE EASEMENT DB. 903, PG. 374 1 (ENTR.) 41 � � l 73 _ µi I A264 172 I - - I 2682' (S) I p1t HC P I I � RA) A EX 20'ACSA WATERLINE EASEMENT DB. 850, PG. 368 12 EX 20'ACSA WATERLINE EASEMENT DB. 839, PG. 712 18"RCP SO CURB INLET W/MHD IRON (F) 30' SETBACK LINE C&G c� g I C&G IRON (S) SD CURB /NLET W/ MHD TMP 61M-4 JAISHIV, LLC DB. 1572, PG. 543 BENT DB. 899, PG. 333 16 9 FOROW--I-C-4 0b O 10 S 44.32' E. 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT FROM SET IRON FOR VIRGINIA ELECTRIC & POWER COMPANY DB. 284, PG. 271 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH RAN 18 16 P.O.B. TOP=471.If TOP=469.38' 15' VEPCO EASEMENT 0i3 INOUT=464.53' 18"RCP INV C/L BOT=445.89' 18" RCP OB. 920, PG. 609 10, P KING (APPROXIMATE) SETBACKLINE DB. 899, PG. 333 575' TO WESTFIELD 630' TO PREMIER ­0ROAD AND ROUTE CIRCLE AND ROUTE —I• 29INTERSECTION 29 INTERSECTION TMP 61 M-3 M&H REAL TY SEVEN, LLC DB. 4572, PG. 157 SCALE V=30' 0 30' 60' kL"I'y o 0 LI�C 2 `;o.M1N Si.SHOW.ACT.R y l.lc. VIi. Ua1J=05?l51 11/00/0000 vi 0 0 0 2 w w_ z O 0 0 Z O F_ _ U Z N w H O 0 Z O 0 �o O LL > ULu Ul ce W W �0 O Z U 3z o_ g W d F w nF- J (n F_ J F_Z Z Z W W Frn0 r, DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' Lu V / a 2 CL V z z H� Q 0 J J Q a > (7 �}z pp 5 cn O Q U 2w J a (n J \ w J m J W Q w J O> U H� u QL/ W Lu LL JOB NO. 46555 SHEET N0. Co.1 c a 1 f4 0 a a0 o K ez n0 o2 a0 O Ir d CD � Z zm O d a �x o 5 0 o N a w c 2 y N X C m P y U 2 c m E o Eg 06 a � �a 0 a 0 m o m m U C m U C U N sE hd _ E F_ L 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 w WATER STORM PIPE 100 100 STORM MANHOLE DROP INLET & STRUCTURE NO. CURB CURB & GUTTER LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR i TC 725.94 PROPOSED SPOT ELEVATION 1Q PARKING COUNT ANCHOR Vvi i n 78 mmmtAm 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 o- U EX.SURFACE u7 COURSE w & REMOVE 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. 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW 2'-O" DIAMETER CONC. FOOTING 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= Y," CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK `COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% d 4" 3,000 PSI AIR -ENTRAINED / CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. C= CONCRETE SIDEWALK PAVEMENT SECTION No Scale `ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A "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 SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" Y 3,000 PSI AIR ENTRAINED PORTLAND EMENT CONCRETE " TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) BOLLARD DETAIL No Scale DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 2" R 5„ HEAVY DUTY CONCRETE SECTION 1" R No Scale ,. 4„ URFAC.. Q • , d d j �� EP/ FC 4 > BASE CONTINUE STONE BASE ` FROM ADJACENT PAVEMENT °' - SECTION UNDER CURB V OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK T �' o� U�.1TFL1� N SHOWALTER � Lic. No, 0402057151 11/09/ZOZZ W ����sS/r / ti A I-Gr'61 M E 0 N U N � > E W Q LL o oL6 w o Q�J U°MD W J -N N W N N v 3: 03x � .i oa =,Cj. Uc d to c � rn O N M a W J %0 d 0 0 x U' 0 x H- w w_ 2 U a z 0 0 0 O z O i H z O a V v7 z� w Fo Z U z w O 0 (n O w W W w rr 0 Z U gz a w a w Q J z z� DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A ui Vl V z H4 W p J J � Q } Lu z Q /'� z W O Q = Lu U A < Q v>) m LU J JQ O z u�/ LL H� u LL W W L^L L VDOT STANDARD CG-3 CURB No Scale CURB WIPE DOWN DETAIL JOB NO. 46555 SHEET NO. C1.0 BEL516"N® O UTDif*tS 627 Amemale or Naperville, IL 60563 Phone: (800) 323-5664 Fax: (630) 897-0573 sales@belson.com Model # CBBR-9UR-BK Dimension Sheet 9 Bike Wave Bike Rack, Powder -Coated Black, Surface Mount Steel tubing (11 gauge) www.belson.com 1-7/8" a 60" 36" o .. —17.5•� 44" MIN. a 37" MIN. i NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR —IN —PLACE VAULTS SHALL BE 4". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED 5-1/2" WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER NTS FIG. W-7B 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" �i1m (TYP.) 12' (TYP.) STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE STOP STRIPING & SIGNAGE NOTES & DETAILS No Scale CG-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1112". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 51 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT 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' 8' 1 8' 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-2 CURB No Scale DI-3A, 36, 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 IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. ACCOMMODATE THE TURNING REQUIREMENTS OF AN HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4, MIN .�c. — AT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT W.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'• 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 o L6"-2.4" C-C TRUNCATED DOME 'O CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE —� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - 0 0 0 0 0 0 0 0 0 0 0 0 - - THE BACK OF CURB. V -19 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0n 1� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 OF BASE 50X-651.. DIAMETER TOP DIAMETER O O O O O O O O O O O O O O O -DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12. I_ 0 9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR _ BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 FACE OF CURB PAINTED STRIPE (TYPICAL) REGULAR SPACE VDOT A-3 CONCRETE V tl1Y IIYNL� 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB —FOR DETAILS OF INLET EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) J. CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. RESERVED RESERVED PARKNG PARKING VAN 6' ABOVE AOCEBs?BLe FINISHED GRADE 6'ABOVE FINISHED GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ADA PARKING SIGNS EXPANSION JOINT rc ap.� -.�, •, -1 1 OAFw �_... - ^�;hwwwwwwwwwwwwwwwwwwwwwwI •I � 17111 • •���� NNNNNNNNNNNNNNN �, � ��II 1 • � 11 • - • • • • 1 • it 1 1 1 M r—A �B i< BA SECTION A -A /- KEYED CONST. JOINT 2'-10" 2" WARPED 2„ GUTTER BARS A /-APPROACH /,., / GUTTER n 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . , V^ BARS F BARS E B iv 3" DIAMETER 0° - BARS E -I WEEP HOLE FRONT ELEVATION (GUTTER REMOVED) BARS F B 1•-b•• e•' BARS e 3'-0" 1/q�� 5XI/q" BENT PLATE SECTION B-B p., N TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v R L2%y'"X21/2g"XI/q" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. ev"•• GALVPNIZED TYPE A e TYPE B I/z' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO ANGLE IRON AT 21C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/z' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2' C-C. 2„ r APPR. PAVEMENT DI-38 L DI-3C L j WARPED PAVEMENT 0 XV DOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 1 REVISION DATE 104.09 08/10 VI FI LOW � FLOW FLOW FOR USE ON GRADES I 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 SPECREFERENCE 233 302 r�L.z%�, IkLTJI op IS-A4 - "�► Oy xI\ 0t-IN fit. SHOWALUR I.Ic. \o. 040:057t5l G�`G1�r4 M E O U N U N C ¢ o > E w 6E W .y Q U. 0 W — W O i m a U 2 5: OO N � N � 30('n¢ IL oaD4- U) 2 C N c o N � M d � 00 J O W Ui 0 0 S cD 0 0 Of 0 W w_ U U Q Z 0 U) 0 0 r z 0 a V) z U, D 0 F 0 z w 0 0 (n 0 K w oW U) � W_ W > 57 W 0 K 0 Z U gga W a W n U) J U) Q J z z� N W � ti O Q � � DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A LU 1z� 11 w 0 J J Uj ~' co OW U �< a >LU m LU J I� JQ O z U U Uj LU III JOB NO. 46555 SHEET NO. C1.0 a 4i U C 0 va. z0 -8 0: n0 LDZ 20 02 c 10 E 0z a C C h a 0 O C, K U N N O 2 n F- N 0£ C 0 0 0 o � n N @ = N U C 4K O_ �� N m W C N U E O c U A 0 v dv 16 a U o e N N m �2 (p N N CO C U m as N L LTH ;uX%TK•1X %i. SHMALTER y I.0 \o. U40'_057151 ��, 1 //O�/ZOZZ O,r M 0 0 N U N C > E w a E W .y U. o 3 0 LL - w o i5 Q j U m Z a - n O w na av�i� a °� W �Q LL w In O Q J Q z U = N N Z w � =V >u� O Z O H w cn 0 w N w U H a� w w w H K 0 U z U gg Uri w a w x m .�. J In = Q J z O z x F w N N W_ w x Q N O\ U z O n DATE 612112022 O } DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • • SCALE N/A • l� W ^2 M (�J V z 0 Q H� > O w U � = LL w O Of L \ w a / m J Q W J U H4 U// LL W H� W /LL I..L JOB NO. 46555 SHEET NO. C1.2 Original Pro ffers X Amendment Signature Page for Proffer Statement for Premier Circle, ZMA 2fl2fl-00011 (c) No later than thirty (30) days following the issuance of a land disturbance permit for the TMP 061M0-00.00-00600 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 ration of the sidewalks within the Premier TIOTA, LTD., Parcel Number: 061M0-00.00-00600 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 .Tyler, use commercially reasonable efforts to cause the Declaration, dated November 1, 1983, Approximately 395 acres to be rezoned from C-1 Commercial to NMD - Neighborhood Model recorded in the Clerk's Office ofthe 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 mad maintenance, and add Tiota, Ltd. is the sole owner (the "Owner's of Parcel Number 061M0-00-00-00600 (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 Cmorty Code § 18 �DA.S, specific to Parcel Number 061M0- County of Albemarle, the Owner must construct a transit stop (the "Transit Stop") on the 00-00-060Q is entitled "Premier Circle, ZMA 2020-00011," dated September 21, 202Q 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 sigoage consistent with similar existing transit Pursuant to Albemarle County Code § I8-33.3, 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 aaz�sa��r 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 fice 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 �oFecg 401 McIntire Road, North Wing C,011llip of Albemarle Charlottesville, VA 22902-4579 ! Telephone: 434-296-5832 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG �racrN�' March 24, 2021 ORDINANCE N0. 21-A(3) ZMA 2020-00011 AN ORDINANCE TO AMEND THF, ZONING MAP FOR TAX PARCEL 061M0-00-00-00600 BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon OF ALBS J�`t Boa 7 U �� �4iG1?w'-'•• COUNTY OF ALBEIIIARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone(434)296-5832 Fas(434)972-4126 consideration of the transmittal summary and staff report prepared for ZMA 2020-00011 and their attachments, February 26, 2021 Lori H. Schweller including the code of development dated January 4, 2021, the application plan dated January 15, 2021, and the Williams Mullen proffers dated January 25, 2021, the information presented at the public hearing, any comments received, the 321 East Main Street, Suite 400 material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-20A.1 and 18-33.27, and for Lori H. Schweller Charlottesville VA 22902 the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby Williams Mullen IschwellerCa�williamsmullen.com approves ZMA 2020-00011 with the code of development dated January 4, 2021, the application plan dated y P 321 East Main Street, Suite 400 Charlottesville VA 22902 January 15, 2021, and the proffers dated January 25, 2021. Ischweller(a�williamsmullen.com RE: ZMA202000011 Premier Circle follow up Action Letter with Proffers � M RE: SE202000023 Premier Circle Action Letter I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance Dear Ms. Schweller, duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on February 17, 2021. Dear Ms. Schweller, On February 17, 2021, the Board of Supervisors took action on your Zoning Map Amendment on Tax Map Parcel Number On February 17, 2021, the Board of Supervisors took action on your Special Exception on Tax Map 061 M0000000600 in the Rio District. The Zoning Map Amendment was approved by the Board's adoption of the Parcel Number 061 M0000000600 in the Rio District. The Special Exception was approved by the Board's Ordinance and Proffers attached. Clerk, Board adoption of the attached Resolution. o pun upervisors Please be advised that although the Albemarle County Board of Supervisors took action on the project noted Ave � Please be advised that although the Albemarle County Board of Supervisors took action on the the project noted above, no uses on prope L SCHEDULE B - SECTION H EXCEPTIONS FROM COVERAGE RECORD DESCRIPTION: C �I 0 L 71 0 3 0 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 ACQUIRFS 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 19408119508. 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 TFLEGRAPN COMPANY, DATED APRIL 20, 1970, RECORDED IN DEED BOOK 471, PAGE 338, MAYAFFECT AND / OR NOT PLOTTABLE,• PLEASE NOTE THAT BURIED FIBER OPTIC IS OBSERVED AND DEPICTED ALONG THE WEST LINE OF US RTE. 29 AND WITHIN THE CURRENT ROAD RIGHT-OF-WAY OF SAID ROUTE. 12. EASEMENT GRANTED ALBEMARLE COUNTY 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 SUBJECT PROPERTY,• AFFECTS THE LANDS REFERENCED HEREONAS '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 AS SET FORTH IN DEED INTO THE CHARLOTTESVILLE MOTEL, A LIMITED PARTNERSHIP, RECORDED INDEED BOOK 899, PAGE 333. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 17. DEED OF EASEMENT TO ALBEMARLE COUNTY 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 /N DEED BOOK .920, PAGE 6609. AND SHOWN ON SURVEY OF KIRK HUGHES & ASSOCIATES REVISED ON MARCH 26, 1991. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 19. DEED OF EASEMENT TO ALBEMARLE COUNTY SERVICEAUTHOR/TY BY INSTRUMENT DATED FEBRUARY24, 1987, RECORDED IN DEED BOOK 925, PAGE 433, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 20. PLAT OF SURVEYBY 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 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, PAGE242. AFFECTS THE SUBJECT PROPERTYINCIDENTAL TO PREMIER CIRCLE, 'PARCEL X' AS SHOWN. 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 TIOTA, 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 61 M-6: ALL THAT CERTAIN PIECE OR PARCEL OF LAND, WITH IMPROVEMENTS THEREON AND APPURTENANCES THERETO, LYING IN THE COUNTY OFALBEMARLE, VIRGINIA, CONTAINING 3.749 ACRES, MORE OR LESS, BEING TAX MAP PARCEL 61M-6 AS SHOWN ON A PLAT OF SURVEY ENTITLED "ALTAINSPS 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 110.0070 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 61W-1-C-5 AND HELEN D. GELLING, TAX MAP PARCEL 61M-1-24; THENCE WITH GELLING AND BENJAMIN KARL & CARLY ERIN SAMS, TAX MAP PARCEL 61M-1-23, N 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 65013' 11 " E 104.8770 AN IRON ROD FOUND, A CORNER TO CASTULO GAITAN, TAX MAP PARCEL 61M-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 41 " 33' 34", AND WHOSE LONG CHORD BEARS S 440 26' 23" WA DISTANCE OF 178.17' TO 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 909 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) TMP 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 1 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. 2' U�.1TFi1� N SHOMLTL•R Lic. No, 0402057151 A 1 //09/ZOZZ ar NAL Gr'�1fS+ ME 0 N U N � ¢ o > E W � W ¢ LL O OwO mti ¢< J U OMD W J -� N W N N v 3x g .j < 04 U d c � rn O N 24 a W J %0 0 0 x U' 0 H w w_ x U ¢ 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 ALTAINSPS LAND TITLE SURVEYS, "JOINTLYESTABLISHED 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 0 a V z w U, o F U Z W 2: 0 E O N 2:E > 0 Lu W W w Ceo Z U gz Ln w a w J U1 Q J z F a ❑ DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' uj Vl 2 Lu O Q z U) >z } Q H co=) H O U C) =w z J (\\/'1 Q O / co w m J Q z W J I- u�/ L u 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 QS SANITARYMANHOLE ® CLEAN -OUT © TELECOM PEDESTAL ® HVAC UNIT OR AS NOTED �7 UTILITYPOLE 0* LIGHTPOLE 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) a DECIDUOUS TREE (DEC) ASP LANDSCAPEDAREA N SIDEWALK SIGN QQ BOLLARD MAILBOX HANDICAP (HC) PARKING @ 0 O (F) PROPERTY CORNER FOUND (AS NOTED) (S) PROPERTY CORNER SET (518" REBAR) DB. DEED BOOK PG. PAGE ACSA ALBEMARLE COUNTY SERVICE AUTHORITY (F)EXCEPTION NUMBER REFERENCE SOIL BORE CONTOUR INTERVAL = 1' SANITARY STRUCTURE REFERENCE MHS A TOP=480.06'V. ININ=473.14 8" PVC (NW) V. ININ=473.11' 6" PVC (SW) INV. OUT=473.11' 8" PVC MHS B TOP=476.77'V. IN1N=472.84' 6" PVC (SE) INV. IN=472.77 8"PVC (SW) INV. OUT=472.69' \ DB. 3662, PG. 228 / \ \ MON (F) / \ I I IIII III I / IIII IIII WIRE L FENCE I I III 101 I I 1 \ 20' PARK/NG 0c / IIIIIII�II SAT. / SETBACK LINE TMP61M-1-23 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C7 251.10' 182.14' 95.28' 41 °3334" S44 2623"W 178.17' C8 190.00, 259.73' 154.75' 7801921" S1503005"E 239.97' C9 30.00' 4712' 30.00' 90000,001, S903945'E 42.43' -DISH ` / BENJAMIN KARL & CARLYERIN / \ SAMS DB. 4643, PG. 602 / \ /�/ CHAIN -LINK FENCE TMP61W-->-C-1 I I I I 111( I / i IIII \�2-GEC / CHALLENGER WAYLLC / 11 IIII / / / z \"C OR 4783, PG. 672 It /l/l/l /II^��,•�/ / �/ WEL'RpN 50'SETBACKLINE / /T (FROMBERKELEY \ / SUBDIVISION) 1B TMP 61M-1-22 / \ l DB. 899, PG. 333 O� 106COMMONWEALTH H / `�saPPLk� �� / Od CIRCLE, LLC / (2) 12"Dt`C n \�� _ ` DB. 5141, PG. 638 /PAVED / / \ `- \n 6HAILINK RAMP S\- \ Gam�\ \ n n \ n n `FENCE / ELEC'. \ \ ' \ / l WDD / / / / / / /f 4B4• PPLY�, FENCE WELL I COUNTY TMP 61 W-1-C-6 /R I I l l INSPECTION, THE 29 GROUP, LLC / / l / / \ ` - \ /0911512020, DB. 5448, PG. 13 / l l l 1 (MOTEL) 1 LEVEL / 12"DEiS `\ INDICATES SWM / FRAME& STUCCO BUILDIN BH \��� CPg , FACILITY/S 300 SERIES m 8 ` \ 'QO COMPLIANT / ti ROOM NUMBERS) N ° \\ \`� nn ` TMP61M-1-21 / l / �b // \ n\` ` \ n\ \ \ THOMASM. & PAULADALY / / I / / / 48s• n ��' \ HAUGHEY, TRUSTEES /(MOTEL) 1 LE EL) / / (, / ry �I / ` B. 3425, PG. 126 IRON (Fl &STUCCO l lNG l 400 SERI "7�/ / ^ i I WINDOW \ \ \ \ ` \ -1 \ \' CHAIN -LINK/ / ROOM NU BLF / iy / I / WELL I �/ .�\- _ �Sre] FENCE / J (MOTEL) 1 LEVEL 1 F/REWALL a a I / FRAME & STUCCO BUILDIN 8 d200 SERIES I / 1 n [) .�x)*RlSEER ST / // ROOM NUMBERS,! a D- / n \ S / / / / i '- - 3`0 x RATE / WINDOW STONE COL. 0 / w `\' / ' ) / / / / / D 1.6' �,�' / Dy a 26 PARKING �j / / / // / , / /\ nT29 2�96 ///// WELL d ( ) d 1 'O SPACES To / 0. \ \ \ S rMP s1M-1-20 61W--1-C-2 / l / q / -a ry $D/ODpLKT// SWMFACiL Y - / // �/ l / STONE OL. 97 F/REWALL �"� REMAIN lNV�468.7 2P RCP / r SD1�1986000 i 1.0lx 0.14 SQ. PE/W?VQj 1 \ \ \ CASTULO GA/TAN GROUP, LLC Q 148, PG. 13 /0`V / / .6'x,6) / / / cJ`� / /l / /) ` ' INVr.46.36 107 RIFICE �; / // // !p• // 9 / a / / l \ (l lL�' \-�'VV OU=�j68.49, CP 1 I \ \ DB. 5351, PG. 65 STONE COL. 0HVAC .$ (1.6'x 1.6) UNIT h/ __- LE_X.CE_PT-ION_ 46_) 4-I II I \ j TMP61M-1-19 / \ ` \ \ FENCE ELIZA✓. KINGSTOI ROH PINE . /%� , \\ _ - - IBON(&J \ \ 9s•. WIRE GEORGEANDERSON �� TMP 61M-6 / / / - - z' �, �BxP/ E 65 o / \ c7 \ / IIII / / T/OTA LTD. / / 1/ P/N �'y %� , , \� ' 1 �-•3 ol36"W 108 -4�5 "- i8"yEc - \ MHS \ . \ \ \\ DB. 1878, PG. 660 IRpN�{FQ/ // / I / 14"DEC O' / 1 - ' Ti i h� ' - - - - A l / ,ry � � � $Z _ - � DEC8a-- - �-\ \ (STRUCTURE � � 6 DB. 1146, PG. 326 / STONE COL. 8" / ® �� ) , BANDONED 8"DES ROH CHAIN -LINK ` _ l ♦\� PROPERTYADDRESS: /� o / - / / 26 r�E RO (F)/?� BH® ' h \ \ FENCE 405 PREMIER CIRCLE ?� I , ® -UL2y4 /� .172 CIR / �� SPECIFIC /y \ 4 �� P ARGELX) SSFASEMENT O n`d� ' / nd� SUB FACE PANT '� _ i ,/�+' I \\ 50'AOGE / / \� \ \IRON(S) � 0 ry� �. �r L S21 25 242 \\ l�'" P SDINLETW/GRATE '(ION pG hry / / ®/ LSA , �BCJ' %�1�L 5 EXCEP pg T. I// ° F'o ^ / BH _ ��' ( \\\f-18'RCP. 15 RAG/N / / / /e / , / 6"x 6" Q\\ - TOP=470.43' (ENT .) EX 20'ACSA (ENTR. 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OUT-469.28'21"RCP INV. OUT=470.67'12"CMP /NV. OUT-469.778"PVC TOP-469.62' ti/ C / f0" EC I / INV. 1N=463.82'4"PVC TONE COL. / (2)8"/)EC , y/// / TOP=47541' IIII/// / 4"DEC PC " /< �i /l/ / I INV. 1N=469.45'21"RCP INV. IN=463.30'6"TC (S ,,/ (1.6'x 1.6) /,{/ l , INV. OUT=463. 09'6"TC METAL MY1 / '� ' / I WATER POOL I 8" �, , INV. OUT=469.43'21"RCP VAULT CONO 1 �Q ( /SD /NLET W/GRATE IIII / '\ \8,• 2y4, / ' of (2.5'x2.5) I CONI �///// �1/Ill [ o ! SHED / EE / I I TOP=472.98' 8'x 12) _ _ _ MHS B' / �{i INV. 1-.63' 18'RCP (SW) INV l .58' 18"RCP (SE) _ // / U�. \ INV OUT=470.00'21"RCP SEE MH$ A' -{ , / 1 I /Ex.2o'AcsA EX 20'ACSA WATERLINE TMP 61M-3 M&HREALTYSEVEN, LLC \ / WATER -LINE EASEMENT DB. 4572, PG. 157 EASEMENT DB. 850, PG. 368 DB. 903, PG, 374 TMP 61W-1-C-41I / / ! I ® SD INLET W/GRATE THE 29 GROUP, LLC IIII III (15+2HC PAR ING PAC SJ \ ° \ I \ /, (2.5'x2.5) DB. 5096, PG. 510 1 I I II ll / III \� TOP= UT=47 CONC. WALK 724' I I f � \ \ \ INV. OUT=470.00' 18" RCP 1 /' // Y LSAT 725' 723' PAVED STONE COL. STONECOL. RAMP �(1.5'x 1.5') EX 20'ACSA WAT12 E 0.75' N I I I I /` EASEMENT TMP 61M-4 STOOP bON9.. I I / DB. 839, PG. 712 JAISHIV, LLC ( // EPTION 18 1 / EX 20'A SA \ / WATER -LINE ESMT. DB. 92,5, PG.-433 G I ELEV=480.06' STEPS IBLDFIREWALL 82' SEP (MOTEL) 1 LEVEL BLD 6 TEP 26PARKING FRAME& STUCCO BUILDING CHIMNEY I u o I /S/ I I (ENTR.) III II SPACES TO CONC. (OFFICE & 100 SERIES N MAST SIGN: STONE COL. (6 I I / 0.8, REMAIN STEPS ROOM NUMBERS) �'- I I h I RED CARPET INN' III k I }�' ROH 72.5' (TYP.) 72.3' IROH (1.5'x 1.5) 72.4' 1 5.4' I b / -CONC. WALK I I Lu I / II I jo r BH B Z U / a ! , ' -A1 I (3) ll/ - -173- J 18 G ,_ - o p ` 8„DEC I/ M/ rn I� Id , 15' VEPCO EASEMENT l l \ .48� 8" DE 8" DEC ` y l l A264 OB. 920, PG. 609 / / l / l (19 PARKING SPACES) / ass, ' / / / / / - -47 I - - I 2682' (APPROX/MATE) / l A264 � Q n �r OHP l/IIII BM -SPIKE FIm 2681' }T c� / -OHPOH ��"DEC 26821 / /l / IRON (S) Nz F�LEV=48503' - - y _ ti T _ _ _ _ --si8(3'_ _ '' � / � HC IRON SJ l / ^- - - - -- - - - - _ - - - RA =-=4-- =- -- -----= -- =-- --ado-- -_ _ -_____-___ - He I 1 -- -- -- -- ---- - -------------------------- - - - --- - --- ------ �_ • . / 106 IRON F 30'SETBACKLINE �l O C&G J a BENT() DB. 899, PG. 333 J 16 Ob 9 FROM FOR61W-1-C-4 J8, i0 'E 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT FROM SET IRON FOR VIRG/NIA ELECTRIC & POWER COMPANY DB. 284, PG. 271 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH RAN 18 16 J C&G IRON (S) Oa P.O.B. 15' VEPCO EASEMENT t ) DB. 920, PG. 609 RY P KING (APPROXIMATE) SETBACKL/NE DB. 899, PG. 333 SD CURB INLET W/ MHD TOP=471.11' INV. OUT=464.53' 18"RCP DB. 1572, PG. 543 1 SO INLET W/GRATE (2.5'x 2.5) TOP=476.55' INV. OUT=470.05' 18"RCP i �1/E_2_ _ - 18"RCP=__----� SD CURB INLET W/MHD TOP=469.38' INV C/L BOT=44589' 18"RCP 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 �It-:kLI-H op UXITFLIV M SHOWALTER y l./c. No, 040 (1S?t51 11/0�)/2-0Z2-7 'Yl�� S u1�rV M E 0 M o N � N C > E w a E V W 3Q y : p LL wO ruti aL L L M Q J U o� W J -� W O N v z�M x oa Dt = U � H Q N 0 N � M a� O� J F- Di W 0 (D Z) 0 H w U Q z 0 in 0 O r N z 0 f f w F0,Q DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' uj Q I..L Q z O HI > 0p Lu W U 2 J C7 CO wCO I--i -i J Q W J w U 1-4 W 5� Q' LL JOB NO. 46555 SHEET NO. C2.1 L L:U.TH OF L! C `1U�.1TFL�\ M SHOW4LTER I.Ic. \i. 040?057151 r)N A L M E 0 N N : RAMPi. ' ' / \ \ \ \ \ ^ ` ` ^ ^ FENCE, > E '.Pl.'.'.'/./ \ 1\ \ �W m3 \ \ NOTES: _ � � �I� Q �� \ 1. REMOVE ALL ASSOCIATED UTILITIES W v 3 \ l / 1 WOOD f , /. ' . l' / FENCE/ / - E - ` ' SERVICING THE BUILDINGS BEING a r 5 xS, REMOVED. w o m / / L \ \ - _ _ \ xx�c 2. COORDINATE WITH ACSA FOR WATER c u z / / Y . ' . - . o I ^ PIPES AND STRUCTURES AND SANITARY O \24" EC\ G �^ \ \ ` - \ ?SS' SEWER PIPES AND STRUCTURES. o_ N \ " ' � � ' �`� \ / 3. COORDINATE WITH UTILITY PROVIDERS z \ - /T� FOR THE REMOVAL OF ELECTRICAL � o N x N z / 0.�� \ \ \ ` - \ !J CONDUITS AND GAS SERVICE. a C1 L p / \ ` \ \ \ 4. ABANDON UTILITY EASEMENTS WITH 0 R c' r z U TMP61W-1-C-6 / l _ \ \ T Q Q w � THE29GROUP, LLC l l ' DB. 5448, PG. 13 / / l .'.'.'. /... .'.:':-: O i '� ��� \ / w � 12"DEc \ \ / REMOVAL OF UTILITY PIPING. u a' w _O I I l / : REMOVE]SLAND.' E C B D \ \� .. p p vi � .:/.. .-:':' 3 S 8 \ \ �\ �� \ /r0 wM rLu Y z -REMOVE: ' I `Z�yf,"�.�i' \ \ ^ ` \ ` ^ \ ^ \ \ \ N�% a w � :LIGHT- : 0 46'0 .G ` ` \ \ o w w � ^ ^\\�� ^ \ \ 1 w H p POLES . ll \ \\ \ \ \�\ \\� \\ \ TMP61M-1-21 g U THOMAS M. & PAULA DALY o_ g HAUGHEY, TRUSTEES m w a DB. 3425, PG. 126 p /` / 1gON(F) / l / // 0 ) '_ Co //�1 \\ \\\\ ^\\\ \ \ r \ _ F (n // \: ' I / WINDOW \ } \ O z W WELLLLJ l l I I / / / / /. .rq ..: _ , aan�O- - : : ' : : ' / I .h/? (MOTEL) 1 LEVEL l r '� ' _ RBC - -41-6- / ' \ \ W w ' ' TKrINSPECTION, FRAME & STUCCO BUILDING / / / - �RMDIz - - _ ` ` , / o v ' I / ^a 200 SERIES \ / / / / '� _ - 09/ 2820, lCOMPL/EV SWM \ U 0 ti : ' . . .. : ' : 8„ 1 ROOM NUMBERS) A(;l\ T COMPLIArYT \ \ \ Z .. i//i5 : REMO. .'. ., w / i lJ // // // '. `^SwmRR-RRST�\,\ \\ m DATE / l l . STONE c- " . / o' �i} TO REMAIN SPACES ^'1" / // / / / / / / / /' ' / - (3. \ ). \\ \ \ > /� / / / : i'.'.'.'.'.'. a ` / / / / \ TOb=472.9G' \\ � L . - ..(1.B`x1:6j_. �a o / ld / / / / // // INV%7083'` \ ` \ \\ 0 612112022 / / -.I :.:.:.:.:..... ... / �. TMP61W-1-C-2 ////// // -_ . • . �/ 70" ,�/ / / / / / \ ` 10'x08;S0.OPING p THE 29 GROUP, LLC / // / / // .R . . ' . ' . ' . ' . ' . ' . - . . 0�� ^�ti / SD /O�UT/LE�" / / , \ INV=468.36\ 10"O IFIC� \ \\ } DRAWN BY DB. 5448, PG. 13 / / / // / // / / l / / ' . 'S:TONE COL/... ' . ' . 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INV OUT=470.05' 18" RCP i / / / 1 WP ; I \ I/ I 1 1 / l I / \ 26 PARKING SPACES coNc. BUILDING TO REMAIN ///E STO cNo {} 11 I II I I/ 4\ IDEC / % l l ON (S) II I I - 0.8 J NECOL. RELOCATE EXISTING MAILBOXES; r l TO REMAIN -A I I MAST SIGN: I I I STEPS ACTIVE IN PHASE 1 I I / �' / / / r I 00 sx16J 54' o ' a / a1 oe NO. 2 RED CARPET INN' I v ROH y (TVP.) •ROH 1 , I I CONTRACTOR TO COORDINATE / / / 0 ( He ' I I I / I I I I _ 725 72.3 72.4 I I �I WITH OWNER FOR FINAL LOCATION / ,/ // LG / / I _\ RAMP 46555 g / / / I /I 1 I I CONC.WALK I I �' I W // SAWCUT AND MILL AND OVERLAY = ���/� /// /' HC \ / RAMP SHEET N0. I c 2' TO MATCH EXISTING PAVEMENT - / _ _ % m ` m {} 41g I I rn - - ' L INSET ` 8 - -MAT HLINE I I M / / -¢Ta - 1" = 2 ' ____ C2.1 CHAIN -LINK FENCE \ / �FR \ _ 72 DECK TMP61W-1-C-1 I I I CHALLENGERWAYLLq DB. 4783, PG. 672 D G 50'SETBACKL/NE TMP 61M-1-22 (FROM BERKELEY ..�/. . /. . . . : / \ � \� \ _ ��\48S� SUBDIVISION) 106 COMMONWEAL TH OB. 899, PG. 333 CIRCLE, LLC '!/ \�\\\ \\�\\�\�\� DB. 514 1, PG. 638 - :e../:. :.(2).1I -DEC' . � .: CHAIN -LINK c a ._ 0 a a ES 0 d 0 D 0 a0 0 O az 00 o m c F m -- c mN 0-0 O w rr Z zN od � a `0.2 o 2§ a w c 2 y 7 N X C 0.2 -L.. U 2 m c 0 c E 0g 06 a c � 15 !0 a 0 m 2 o U m C m 0 c U N sE h w t- E L EROSION AND SEDIMENT CONTROL NARRATIVE MINIMUM STANDARDS: 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. PHASE II 1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE AND INLET PROTECTION MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 3. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 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. SIe1ILIICAILIIe11401161am:I:IF_,1aJ1.1617MIIII:I:Zf1.9[o11I_N19361AUlu1:10190810ll lQ11181F_V Nl0ON: l:-911:FA /_1ISIIa1:0 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. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. 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 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. ;ONATH.1N N.SHOWALTL•R � hc. No, 041J2057151 11/09/2_02_2_ W .l S _ 'N S am /r 1, A L. � 0 0 x 0 m 0 H w w_ x a z 0 0 0 0 z O i Z 0 a V u' (A 0 0 V Z 0 0 N 0 > o Lu w w w ceo Z V gz Ln w a w (~ Q J C z z� w ❑ 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 ur) H� Lu J; I --I O Z o Z U O = w J U >Lz w m LCu W J Q G J p U Lu oC 06 U o oC w o w w 71 0 3 0 L H JOB NO. 46555 SHEET NO. C3.0 STONE 7 MIN, CONSTRUCTION ACCESS 3" SM-2A ASPHALT TOP COURSE rEXIS:ING ?% 2% 1 PAVEMENT ) 6" MIN. 21A AGGREGATE BASE1L PROFILE STOKE 70' MIN. CJN,''2 �l(,'IIOn ASPIIAL- PAVE -,ACCESS X r—o -WASHRACX EXIST NO 27 7% IAA Jh VFVIJ r 'NUS LXI6N'` FI L NI]TH Lc) FO`Il A JINNAFI OF INCRFSS ANC CC2ESS IT IJ OPERATION. ,b PLAN 1J IV II'. z% IhA=I� v : c:_ FILTER CL-^-n-Z _... SECTION A —A A uDinnuu water tap of 1 iuch mast be installed with a ntiimrmn 1 inch ballcock shutoff vah•e supplyvrg a wash hose with a diameter of 1.5 inches for adequate eoustant pressure. Wash water roast be carried away fi'om the entrance to an approved settling area to remove sediment. All sedi iennt sliall be prevented from enten'na stony dfaiis, cGtches or watefeom'ses. PCE PAVED WASH RACK NC SCA_E POLYETHYLENE FABRIC (ATTACH TO POSTS WITH METAL TIE WIRES 11 PERSPECTIVE VIEW R � t 1 WIRE•' FABRIC yj LINE POST 10 GROUND LINE A` MAX BRACING�CONCRETE FOOTING • GRAVEL FILTER 12" RUNOFF WATER WIRE MESH _ FILTERED WATER A.. FF SEDIMENT III 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 STAKE FABRIC — DROP INLET WITH GRATE III 1 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. JI•1 6 I I FLOW11T1_- 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. EXTENSION OF FABRIC AND /IWARE INTO THE TRENCH. FILTER FABRAI11lIWfl I —ICI —ICI VVIREI� SF =111 III -III -III=III- III = I I I III —III III- 3.05-1 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 CROP ` 20 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) 8MAY 1 -AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale 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 IU11—I!— 1 1 LI LI LI U 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 A 5:1 EXISTING I MIN. A II PAVEMENT 6 FILTER MOUNTABLE CLOT BERM EXISTING GROUND SIDE ELEVATION (OPTIONAL) 70' MIN. r �WASHRACK 10' MIN VDOT #1 COARSE B I I AGGREGATE ` MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. PLAN VIEW EXISTING PAVEMENT 10' MIN 12' MIN. 3" MIN. EMMEMMMMO3" MIN. FILTER CLOTH QGrTInnl n_n �j .::.c•dNor.,•'i:.i:.i:.i:.i:.r•.i:.i:.i:..::r• • qLrjkT - 1 t :\LT!/ OF L o� 11-ti,.... ti IN 1TRw fit. 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O LL Q J U 00 z \ ll 11 I 4NODI /�/ / \ 480.3 ie I I l l ? \ 24 C� \\� \ \ o Q v z U L,) 2 m N z w 2: /T 2 V a f p TMP61W-1-C-6 / l j / / /b� \ \ \ - , \ \ 0T9� ~ o rn . O LL THE 29GROUP, LLC / / / / / 1 , \ \ - , \ \ J o, w t- DB. 5448, PG. 13 / / , l , / l / / \ ^ \ \ / ;v c�•� d' w �z 12"DEC \ \ \�` \ / 00 > 0 o \ U / // / / / / / / S-o�5 \ \ • \\ \ rpo Z z w h 40 a - \ U) wa TMP 61 M-1-21 pLn Ln . 483.44' 48318' y �� \\ \ \ / / / / n n ^ \ \ \ THOMAS M. & PAULA DALY (D H DB. 3425,TPG. 126ES z LL / - - - - - - T9ONF (J1� / / % 483 ¢8¢ ' m \ \\\\\ \\ \ \ Q N / \LLJ Lu I WELL 482.6 ' SWAL�CENTER LINE, / / \ 1 e _ _ _ _ - - - - \ u o ./1.0%SLOPE o° / / ___- - - - -- \\ z �.. 481.96' / / 1 .q�/ (MOTEL) 1 LEVEL 1 ' �� - RBC _ - -475�� / ' \ \ O r - - _ _ NT1FlNSPECTION, \ �_ DATE h I a\S FRAME &STUCCO BUILDING \ , / - -ARMOR- - 09/ 2&20, INDICATE. SWM \ e 0 0 / ^/ 200 SERIES / / ' - _ _ _ - - 1 I l 1 // / 482 1/ D 8., 1 ROOM NUMBERS) / l / / / / / / r - - - _ _ _ _ - \ FA,FI\ \Y COMPLIANT \ \ \ ? 612112022 ,_W R> ERsrR\ ` \ p a6� s' / / D �, yw r / ti / l / / / / / ' / - (S.0 x 3.3,GRA k), \ \ \ / \ P , / \�\ \ DRAWN BY 5' SETBACK 0� / / / BW a a ^ / / ' / ' / / \ \ b / / 484.43' a / a / NV==4 ).83' \ \ \\ A. MABEE l / / / / / / /' / / INV. �47\0.83' ` ^ \ ^ \ \ TMP61W-1-C-2 /// // / / 0` 10' `° Fi \ ` 1.0'x0.8.SO.OP TNG 481.50' / / � N' / / / 9D OUT/LEA' / � ( � 1 \ THE29 GROUP, LLC / / / / / / O n� l l / \ INV.=468.36)10"O IFIC \\ • DESIGNED BY 481.66 / / 0 / / IAjV={68/71'�1"/RdP� I/ _ I 1 DB. 5448, PG. 13 /-' 1 INV OUT=4614.49' 18" ' m = I • J. SHOWALTER 481.85' / 481.08' ,.,ai �6.///'/�� �4 / / HVAC // �� (` \\\ \� �/\ \\\` -'�--- -- -- -- \�// // , / • CHECKED BY 12"NYLOBASIf��/h1P. / /// 8 a UNIr?,, / rba i' 7i/. •x \ `, \ \/_ - - - - - - - - - - - - - _// 1y / • • J. SHOWALTER i i \ \ i (EXCEP7JON Lil - - - - / 2 /4/6/ 8/4 /h // r 1.04' \� 481.3/5' / ` / / 4 / -5I/PINE E _ _- -� - - - -JRBV }- / i (0.3/ • SCALE ROH¢80 GNO 1"-20'J774' 481-03' �� 4�g EX GND / 11% l NE / , ' , , s - `36"NI 108. p5 /do/klpJ 8 )O.5 � ♦ �g an.6s' ti ' r _ S23°39' - � 41"PEC- - - - - - - - / EX GND j / / / / //j °e / \ (-• ` / 478.98' $T NE COL / / \ r P i i i G / i 475 s �.� - - - _ _ _ ' - - - - - . �� - \ 8„ - - - - %/?/ I 480.97' °eO l (i. f'x 1.6) / 8' I"Ri ice' ' i ��7i _ - P\ - /// / /// / ���/ ¢% / ROH Ziii i i�ii ii_ 5 .472' _ i' i ♦ l ` \ i r ' i ' /1- - - 1 15" DEC - - - - - _' SA � 48127' r - - - ' O �i1RCLE FFE=481.76' / `j Lu 4>� '/ / C A'.L ' / ' ' RGEL'Xi EASEME i am // / Q 2 �9 475-8 /' / \ Y \ /8"DEC�f /i i� j i G i \ �1, -472- PRE pE GGESS NT A� / �y / / / EX GND / / 10 'wo/ �- '' �� 1 \ \ GE"f10NS21&797,PG 242 // Ly / / ♦ ff / i' i' ii \ SP' Oe 25 50, i IMP 61 W-1-O-3 ///� j////// /// / 481.00' / // 477.97 / 477 THE 29 GROUP, L L C 481.68' a �a IRON (F) 1$ / / ,L ,��pEg� / .S, - - i DB. 5448, PG. 13 / A ♦ / / / / / r / - //// /p/p5// `' / / / ♦ / // - / (� / r r \ ® / 18"RCP _ / rr \\ 487.40' / / - � /j r r r , / 6"x 6" \\ - ' � ' (ENTR.) FFE=481.76' / / / �1 ♦ 0 / 4j6, / ' \4j6�A�C� ' �i$ r r r / BOLLARD 481.68' / / A / P %� i� 7 / (TYP.) ' \\ \ ( MHS CONVERT IN TOP=476.0T 7� \ SD INLET W/GRATE MHS TOP=472.49' I ICI L / C ,' GRAT63 MANHOL , STRUCTURESURGED' v /� / / 6 / f 1 r (3.0'x 3.3J INv. IN=466. 19'6' a�// / / / TC 'S° \ ` , i , TOP=470.43' INV 1N=469.92'8"PVC INV. IN=466.67'6' J // W / 8 / 47 2T D,16 \ ^ / , / TOP SET TO IRON (F) INV /N=468.60' 12" CMP (S) INV OUT=469.778"PVC INV OUT=466.29' z / 480.80' \ / //; V 86-1 / TC I , POSED GRADE / i INV IN=46766' 18"RCP IN, SWM) ' /I O Pi / / 480.94' / / / 475.70' EX GND IN A 0 w V. OUT=46728' 18"RCP / ee a ^y \ / / 472.79' r / p / / / SD INLET W/GRATE / 1� 480.88' 487.09' / 487.36' / 477.36' aG X / / 7 / (1.7'x 1.7) SO CURB INLET W/MHD (SAG) l/ (30'x 3.3' Q 481.36' 477.36' SET ON TIMBERS TOP=471.72' 477.25' TOP=471.88' INOUT=470.612"CMP INV IN=466.52'18"RCP 47763' INV. OUT=466.43'18"RCP/ 7z I -I I 475 // ' /°�473.11, / SDINLET W/GRATE (2.5'x 2.5) z Q 481.45' \ T / 480.50' 477/71' 1 / / r / TOP=474.53' O 0 481-48' / r / INV 1N=469.28'21"RCP // //✓ 481. /481.68' / \ ( 16 \ / / / I / / HD e / b, / f` / INV. OUT=469.28'21"RCP ^0 SDINLETW/GRATE 481. FPS=481.76' 48'126' 480.58' J / / I I TOP=475.41' �(/ \ \ I (2.5' x 2.5) W 481.48' / f � 480.25' I , INV 1N=469.45'21 "RCP / � \ J / 4,1Z V / / l I / \L � TOP=477 95' /j/ / / FFE=481.76' \ ^ BW n r 1' 4A /y� / /NV OUT=469.43'21"RCP /'/ S%I\ \ INV. OUT=470.00'18"RCP Q (`481.68/ 480.48' 478.50' r r // P / / // \ I \ / Z 480?42' \ TW .50' _ Q // \ / \ 1 EX 20'ACSA Wq TERLINE m 480.30' 480.56' nor / I{_ i /l' �j // ` \ W Q 8148' 480.95' 480.35' 479.95' q / \ /tS I \ EX. 20'ACSA WATERLINE \ �' I �T4:F5 EASEMENT -1 481.E 'I 4 32' ^ _ \ - ti / / 481.66� 81.35 / \ ' _ _ _ - TW / / EASEMENT 1 TC \ r I Q .56' - - - - - f / / -L LV C NC , I / ui HS / / I w DB. 850, PG. 368 / \ I 474.55 \ OB. 839, PG. 712 l ' -� / I ST�P�/ \ I I I a SDINLETW/GRATE J Q 476.33' / I I (2.5' x 2.5'J , 481.48' 481.4 ' 48 .34' i BW B1N I / S / \ / _ 4 .q ' 48 0' 4 1 4' 4 .8 ' S47 47 . ' - - - - - 1-77-W - - - - �76.-18• 1 I I I I I 11 1 /11E9 Ll I I / / / a6z.1a' 4S1 / ` 1 / / • \ / / I INV OUT=470.05' 18"RCP I 11 LI / / 480 479 478 477 / /I ENTR. TOP-476.55' ,U/ ay / 476 -- _ _ / L.L Ur 482' - - - - - --\--- --y.._ _ I I X 20'ACSA L I / ;r H� I/ 11 / fw 4$3 I I / / WATER -LINE SD INLET W/ GRATE 11 /469.26' / BW 484 '1-G- -G� - - - b, b 2 \ / I \ // EASEMENT (2.5'x25) .[{' I 101 / 1D 1I - _ L - - - - - - - - / DB. 903, PG. 374 TOP=472.98' kj1 O I p� 1 I 1 1 I / // 48 . 6' v /� p - - - 1 0 ` �(-IlINV. IN=469.63' 18" RCP (SW) ( ) - I INV. IN=469.58'18"RCP(BE) I / / I 1 I / / I I I / � / / a87.3 / CLEANOUT TYP. / I ( TMP 61 M-4 I 476.97' / L \ \\ I \ \ I INV. OUT=470.00'21"RCP JA/SHIV, LLC I l I / I I 1 I 1ui 1 \ \ // / 47� 79. ® e DB. 1572, PG. 543 418� �f l 1 I / SD INLET W/ GRATE \ \ (2.5'x2.5) -473_ CONE WALK 72.4' / j/ \ i 1 I / _ Il III I I l//I I r I /// y YSA \ \ TOP=47795' / / 1 �, 72.5' 72.3' STONE COL. I \ / \ INV. OUT=470.00'18"RCP / l STONE COL. (L5'x 1.5J 1Lu l / P 1 I (1.5'x 1.5) � INSTALL 24" NYLOPLAST -_ I \ / ll Il l 11 ry I/ / l BASIN ON TOP OF v I I \ I /ETs1.�5' \ 1 EX 20'ACSA WATERLINE '/ /Cp I / I - / / 0. 75' N 474.55 \ i EASEMEPG. 712 ^l7 / ff I / I EXISTING STORM PIPE 47 1 \ r , ^ I L.L STOOP CONE ELEV=480.06' P / 1 C6 I ST�Py" \ I I SD INLET W/ GRATE / 7 (MOTEL) 1 LEVEL FIREWALL (25I 'x2.5) C) V, FRAME & STUCCO BUILDING 82 1 �Y I a �^ -I ISI BLD SF BLD S EP 1 11 TOP=476.55' I ' I (OFFICE & 100 SERIES c� I I INV. OUT=470.05' 18"RCP / / �/ I\' - / I I I (ENTR.) / / '/ HC JOB N0. ROOM NUMBERS) CHIMNEY 1 II / 4 I �r6 / L(/ L _\ RAMP I I I l 46555 CONC.O.Br\ STONESTEPS p (5'x 1.5'O) -HC RAM -PMASTSIGN.SCALE 1"=20' - - SHEET N0. ED CARPET INN' ROH o (TYP) ROH '-I-22\ INSET' ' 'C5.00 20' L5- I p1 C 6 c a N m 0 a a m R F L \ III ,Ilt / lu I � �� l/ /i%/i / / r' / DA-A: PRE -DEVELOPED DRAINAGE �/' / /' AREA TO EXISTING POND / , TOTAL DA: 3.34 AC. \ IMPV AREA : 2.39 AC. CN:87 /i/i / / 2yo• l ,� � � /,//.1 i ti B LEGEND EXISTING IMPERVIOUS / AREA TO REMAIN / m s m n1/ 1 /n ;.• I III mm.; ommorm • I� •> jr-a 1 ski • 111101 � PRE -DEVELOPED CONDITIONS 1"=60' \ +t IIIII,,��llll \ I'llllmll � It FA DA-A: POST -DEVELOPED DRAINAGE / / AREA TO EXISTING POND TOTAL DA: 3.45 AC. / IMPV AREA: 1.72 CN:79 Ar t ww AA I Awl 1 _ KIM N! 12° \\ DA-B: PRE -DEVELOPED \ a1x UNROUTED DRAINAGE AREA r i TOTAL DA: 0.17 AC. / IMPV AREA: 0.01 AC CN:63 POINT OF ANALYSIS I I � I I I 18 RCP —� sNa 16--sip 'Names an ,—jNW WW r* l/LrffjWW aIIu d 'Lift -, rim -sap tI` . �A - A'r�r%` I I � I I II � �3 POST -DEVELOPED CONDITIONS 1"=60' ,• - POINT OF ANALyz IS DA-B: POST -DEVELOPED UNROUTED DRAINAGE AREA TOTAL DA: 0.17 AC. IMPV AREA: 0.01 AC CN:63 WATER QUANTITY CALCULATIONS: CHANNEL PROTECTION (ENERGY BALANCE): "POST-DEV TOTAL 5 0.8 * (QPRE-DEV ON -SITE ' RVPRE-DEV) / RVPOST-DEV 4.82 CFS 5 0.8 ` (6.77 CFS ' 0.459 AC/FT) / 0.321 AC/FT OK 4.82 CFS 5 7.74 CFS FLOOD PROTECTION: POST -DEVELOPED Q10<_ PRE -DEVELOPED Q10 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 OTC, L�Ci +N %Tit 'Ji.SHOIKkUL•R I -/C. Ao. ()40'057t51 M E O N U N � c > E W Q w O oL6 w O m ti K w L M QUoo Z 0 a N N N a (D W 30yx (n o o U) = N N Z W "> ° �0 cLriN o w N W C7 d M W W a H ce 0 0 Z U gz vi a� a 0 x ¢ � J m z Co z H N > 11J N .w F o z 0 ifs DATE 0 612112022 } DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE 1"=60' 1�1 W 0 _<j � Z H� LIJ J Q 1_ —I > LLI } Ur M Q W Z o Z u2� >IL LLI m J W Q Q J U O U Lr) W 5�I W I� JOB NO. 46555 SHEET NO. C6.0 a N i' 0 a a R L / MON {FJ / IIII III I WIRE �III�II111 FENCE / \ III I \\ I 20' PARK/NG o0 IIIIIIIIrnIII �SA7. / SETBACKL/NE TMP61M-1-23 / \ / / / I I I I I I i I l -DISH BENJAMIN KARL & CARLYER/N / SAMS / i I DB. 4643, PG. 602 X/ - t / CHAIN -LINK / �``�-= \/ TMP61W-1-C-1 III r � // / / \ FENCE CHALLENGER WAY LLC DS. 4783, PG. 672 AO / 50' SETBACK L/NE / " (FROMBERKELEY SUBDIVISION) 96 TMP 6/ / / \ -FLEES DB. sss, Pc. 333 Od 106 COMMONWEAL k// / / BH / / \ �sOPPL� / CIRCLE, LLC / / / I\ \ \ \ \\ �� \ _� DB. 5141, PG. 636 FFN // / / /\ \ \ ELEC I / VIIO9D // / / / - S PPLV \ I I FENICE / TMP 61 COUNTY -6 IRO / + / / l � `/ + \ ` \ \ �Tq� / THE 29 GROUPOUP,, LLC l l l / �/ \ INSPECTION,0911512020, DB. 5448, PG. 13 1 / / l ++ / l ' / + INDICATES SKIM / l l l / ! l I / �� BH \� �r� , FAC/LITY/S / If / , �`/ / / ! 8 Q 'QOxy COMPLIANT / +4W* /l \ \ \ \ \ \ TMP61M-921 +/ l THOMAS M. & PAULA DALY // / ♦` / + / / \ \ \ \ `\/ \\ \ HAUGHEY, TRUSTEES IR04V IFr / 483 8 / r+� , / / /1 �� l \ \ \ ` B. 3425, PG. 126 CHAIN -LINK/ 4 / / / I WINDOW \� \ l WELL I \ \ \ - -�I t FENCE / I l it/ / /' I ?O/ (MOTEL) 1 LEVEL l / / / /� / 482 ®♦ / v 1 / O FRAME & STUCCO BULL DIN / , / / / / = -- - _ - - \\� t `` \ d�/ 200 SERIES I / / / / - _ - - �WzfK RI IER ST<7 /// Ill ( l / / ROOM NUMBERS / / / " \ \ -\ / / / N + / yw `(3>0 x r0r//r 0.61 r ( // / /// �Y \ \ \T�bF\ 2�16 \ / TMP61W-1-C-2 �r//r 7� / �a 1 $D/OUyLET// SWMFA \ �N 0 \ \ \ \ \ TMP69M-120 THE 29GROUP, LLC j / //// / 0.24 / + �� �'�/ IN .1468.71'11'/RCf �� r ` SD�198600(�J�� (1.0'Ix0.14'SQ. t�PE1 tl I 1 \ \ \ \ CASTUL0 GAITAN / / //// m L1 / )NV.- 36 10 RIFICE / G I / l / Iv I T4 I \ I I \ \ DB 5351, PG. 65 DB. 5448, PG. 13 // / + / as / /' \ ( l f�'S\ \ \ \ \ - _ Ml � UU =f baf 49' CP I I I \ \ \ l 102 0.62 Hvac 6� ��iv\\ \ ` _-_--/FXr-csiQWI �� \ \ \ //i 4R9 UNIT /b / f/ \ -------_--\ L I I I \\\ l TMP6 \ 0.47 ?s- L / / ' / \ - - - i \ RE FENCE GEOR/ZA J. i 4K'O / ROH �/ � ` + / / 1/i .P/N / 1 .i Y ' \ I _� -4�•Y� �.,- = 1 / \ MHS \ \ \ \ \\ DB. 187E (STRUCTUREI Q� / / / /� / STO //// \ / NE COL. / O / GP/ // '4 - - -3� �,L \ r l ( ) I 1° / /iINK // ( _ / / / / / 15" DEC � � � � / 1 \\ \ � � \ � \� \ FENCE //%////A 122 0IM4.37 / _ a1$ / �� 2s / /� .% ° (F)/ _ - ® B IRCLE _ —� �sA `�\�\ 0.01 -472- C N, // //// GCESS FASEMEN / / / / _ _ 5V A / VRON IS) TMP61W-1-C-3 ////////i 106 0.86 477 -�- THE 29 GROUP, LLC / // �/ /// / / N10 / / � � SP SD INLET WIGRATE CEPTION`� DB. 57 pG 242S. _ �6>\/� \ \ \ DB. 5448, PG. 13 /// // 0.18 / e / / t �/ / \1`c-18"RCP, (31J'a-33J - - -� IRON (F) �'( / 6"x 6" \\ - - - TOP=470.43' .) Ex 20'ACSA ( 1 - \ / VA0 / / / INV. 1N=468 i (ENENTR. WOOD SANITARY SEWER \ / / / A ' , ^ / 1f/ r / ® BOI�/.ARD \\ - ' "RCP, M) 4 MHS EASEMENT IRON P TOP=472.49' DB. 899, PG. 327 \ \ \ R� 0.90 / / ,� / 8 ¢ry J \\ OUT= 63'18'>8"RCP SD CURB INLET W/MHD G INV. IN=466.19'6"TC SW 4a9zz' O27 BH / \ / /� / (3o•x3.3) ( ) I ( ) \ 8 / k // / / IRON TOP=471.72' INV. 1N=4666T 6"(SE) $qN 12' i INV. OUT=466.29' 6" TC I (ENT,?.) 66— _ INV. 1N=466.52' 18" RCP I � \ SO INLET W/GRATE INV OUT=466.43' 18'RCP MHS 4 MHS �/ / SD INLET W/ GRA TE(2.5'x 2.5J 'x 1.7) TOP=476. 0T TOP=469.54' \ �� 108 0.35 / % / 1(1.7 "INV /N=461.24.8" PVC (SW \ / /// / / / / 0.03 ( ( / / / TOP=474.53' SET ON TIMBERS STRUCTURE SURGED' INV. 1N=461.24' 8" PVC (SEj // //// //// / l I / / / / �\Nr�/ l / INV. IN=469.28'21"RCP TOP=471.88' INV. IN=469.92'8"PVC MHS 106 ,( p1 / - I ' r MHD INV OUT=469.28'21"RCP INV OUT=470.67' 12"CMP INV OUT=469.778"PVC TOP=469.62' INV. OUT=461.19'8'PVC % TOP=47541' INV IN=463.82'4"PVC INV. 1N=469.45'21"RCPINV I INV. OUT6463009'6'�(C / //// ///� ✓ / / / CO I a / 108, / / INV OUT=469.43'21"RCP V6 ISD INLET W/GRATE (2.5'x 2.5) Tov yc- l l l IlI1/I,;; �IIII TMP 69W-1-C-4 THE 29GROUP, LLC DB, 5096, PG. 510 MAST SIGN RED CARPET INN' I \r C . / 7 7 � 0.24 \ I, � I 1 -STONE COL. STONE COL. - (1.5'x 75' STOOP ELEV.=48006' 5.4' ZG / Q / / llli I/ % l I 18� �ll� o \ O 0.81 Q 1. � \ r` le I e..oEc N / 1 15' VEPCO EASEMENT 1If -p5J tp DB. 920, PG 60,9 / / \� 8 D 1 (IV PARKING SPACES) /�"DEC (APPROXIMATE) A_6a — A v� BM -SPIKE I /m 2681' / OH OHP / 1a2 Ode L) V6 LEV=48503' - - IRON _ -_ _-_-_-_--_----_- _ __--_------_--_--- _ _-_-_-_---_---_ --- /' 7 - - - - - - - - - - - - - - - - n 30' SETBACK LlN \ m J L IRON(F) 16 C&G c� g) O O C&G ION (S) BENT 08. 899, PG. 333 Ob O 1B 16 P.O.B. FOR 61W-9C-4 1Q 15'VEPCOEASEMENT 68 $44.32'E, 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT DB. 920, PG. 609 10'P KING FROM SE7IRON FOR VIRGINIA ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE DB 284, PG. 271 DB. 899, PG 333 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W BLD STEP (MOTEL) 1 LEVEL BLD FRAME & STUCCO BUILDING CONIC. (OFFICE & 100 SERIES sTVo I ROOM NUMBERS) STON=COL. (L5'x 1.5E / _I W IIa264 2s,3� TOP=472.98' INV 1.63' I8"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 REALTY SEVEN, LLC WATER -LINE EASEMENT DB. 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' I8" RCP EX 20'ACSA WAT 12 NE EASEMENT TMP 61 M-4 DB. 839, PG. 712 JA/SHIV, LLC DR 1572, PG. 543 I SD INLET W/GRATE (25'x 2.5) TOP=476.55' INV. OUT=470.05' 18"RCP IRON (SJ Y I � � I A, I"1 " HG , ILRA, -RAMP \ — SD CURB INLET W/MHD SD CURB INLET W/MHD TOP=471. I V TOP=469.38' INV. OUT=464.53' 18"RCP INV. C/L BOT=445.89' 18"RCP I 10-ILTH 0; U�.1TFL1� N SHOMLTL'R hc. No, 0402057151 A 1 //09/ZOZZ ar NAL Gr'�1fS+ d 0 0 x (0 m 0 H w LLJ Z 0 0 0 O DATE 612112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' Re II SCALE 1"=30' nl 9 I0 30' 60' nI L JOB NO. 46555 SHEET N0. C6.1 O��G ITH pF L co o 2 oho v (on o `;U\.1TFL1\ 11. SHOMLTER M O N N t.IC. `0. O4p��57151 485 485 485 485 485 485 Co m o (6 v s v z z 0 A l//09/ZOZZ aC o�0> Z Z 490 490 SS/1 N A L ME 0 0 u N N N > E w o y LU TIE TO EX. WATER r U MAIN WITH TS&V. APPROX. ELEVATIONEXISTING SANITARY w , CONNECTION TO SEWER PIPE BUILDING; ELEV. a< W U 00 z APPROX. w H — � O TIE TO PROP. d y N N a WATER MAIN �+ M 0" 11.5° HORIZONTAL TIE TO EX. WATER 3oyx N BEND; STA 10+04.05 MAIN WITH TS&V. 0 a " APPROX. ELEVATION ^ V z0 w g u c� ow y N > (J d� wz d M W a z �H 12 �� 0 Z U g�a vi w a � w U) J V) = Q J c� z 0 z� x 9+50 10+00 11+00 11+50 ~ 9 50 DOMESTIC WATIER LINE PROFILE 12+50 FIRE SERVICE PROFILE WATER CONNECTION 10+00 N > W NUj HORIZ SCALE: 1 "=50' HOR IZ SCALE: 1 "=50' HORIZSCALE:1"=50' a p VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 z 0 0 DATE 612112022 0 -0+50 0+00 1+00 2+00 2+50 } DRAWN BY STR 106 - STR 122 A. MABEE HORIZ SCALE: 1"=50' DESIGNED BY VERT SCALE: 1"=5 • • J. SHOWALTER 5 • CHECKED BY J. SHOWALTER • SCALE 1"=30' m ^ o m 0 0 � 0 50 t o�� (� m PROFILE SCALE • 0 O O O 0V OM cm, ...O m o O N N � U • M+(NOS V H ' ....� 7Z Z O NNLL7 W � C7 0 oF0>>> moNcov rl Co �InHZ Z Z �+na j U Mrs �U�ZZ (/1 co N Q 0 N N oi d NOON N CU000> of v- 2 00 Mu'1N^^ m0 X O(a NO(D N - ++ (n0� H w 01.E ISO; _ oaX +ovm X NF0>> O> o FOr-v FO�w OOFzzz Ion U o� LL 485 (A ~ (ofl. (j 485 ^ o N rn � 0 c m N `J 04CD0 O V CON00 to'7N't �o �� NN - +U)N� V rn�o x+r.-,t � CAN,tD Nrnoov 2 �azz0 a_— a-- 66 g�vzz 0 490 �v~i�zz Z O��Z Z 490 H� O z z z 485 485 J H� �? w �. O 1-1 U LL _ c� 0� N \�\ G I L N / m IV Q o W J U a m a m o H� a Een d 1' 0 0 1 I 1 L.�1 'o U N W 3 9+50 10+00 11+00 11+50 DITCH STRM m HORIZ SCALE: 1 "=50' g+50 10+00 11 +00 12+00 ai 0+50 SANITARY PROFILE 1+50 VERT SCALE: 1"=5 STR 102 - STR 110 a HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' JOB N0. VERT SCALE: 1"=5 VERT SCALE: 1"=5 46555 a SHEET NO. M C7.0 EXISTI G GRA E PROPOS D GRA E 480 480 EXISTING SANITARY 1 SEWER PIP / STRM. PIPE 09 475 CONNECTION TO 475 3.5' MIN BUILDING; ELEV. 1.5' MIN APPROX. 1.5' MIN 470 470 90 HORIZONTAL B ND; STA 10+75.81 465 FHA WATER MET R 465 STA 10+45.81 460 450 M � � v v c N v of a N z� zF EXISTING z p z O GRADE > 480 z 480 PROPOSED GRADE STRM. 475 PIPE 109 475 CONNE TION TO BUILDING; ELEV. A PROX. 470 470 IN. 18" 465 465 460 460 455 455 a EXISTING 480 GRADE STRM. PIPE 109 480 PROPOSED GRADE 3.5' 475 MI 475 PIV; STA. 10+04.41 15' IN CONNECTION UILDING; ELE APPROX. 470 470 EXISTING SANITARY SEWER PIPE 1.7' 1.5' MIN 465 465 1.5° HORIZON AL END; STA 10+ 2.38 460 450 EXISTING 480 GRADE 480 PROPOSED GRADE / 475 475 J .9' 470 470 4"x6" T E TO FH ;STA. EX[ TING 10+39 ST M PIPE 465 WATER ETER' 465 STA 10+42 90° HORI ONTAL BEND; ST .10+46 460 460 v v d80 480 -Circular Grate 142: 18" Basin STA 10+36.28 TOP 475.82 INV OUT 472. 8 (141) 475 141 OF 475 470 470 1 � 3P p0o)o 465 465 485 r' 485 � / 1 i 480 r 480 i 475 475 1 1 F 19`� PVC � 470 470 465 465 460 460 O -, co ro ro 485 485 480 4 475 475 I 1 9 I 107 OF 42 OF 23 � 12 Pp0 470 105 pvC 0 470 60 9 �• 103 12'RCP o 42.47' OF @ 2 p0 /o 18" RCP 1.79 /o 465 465 L r J: \ 1 UJ\4DDDD- I IUJ-L I.I rMMOC I LHINUOUMrC rL MUWg I r1011UD On 11/11/LULL I I:JDHNI I Dy Ha1On N1aDUU O an my \ Pa / \ _ 14 W —485v r 010 mow`; OD \ \ \ rn ♦ ` D n / v _ m — A m / \ w c W D m 6zimc i A o / I O C z I m �� 2 ' OD a I I n� \ \ �A�m / \ �\-------- Ir— — — — — m /e m _ \` ' C \ \ O , III �, lA \ A — — �— — — — — — , — — — _ — — — / 1 ONOD -` _ - -_- T / V / \ \ _ RC CO rri yn OIL k n ��D d22atim \ m m Z_ r � vmm COO\ \ \ \\ 1 \�\1\\\ �� `�,. \... ZZ� ro\ n n C n \ m fl�� \ \ \\\ \ \\ \\\I /—m wz�Z '' m� ink S�o� 1 \ �.\\ \ \ \1 / _, ccDD 3 _// / // \m� \ rn ro A spa \\ \ \ \ \ r _ �_ r Cl) C G) � r1l / / / / / m W I\1 y y a \ N', \\na\ \ \ \ i\N \ T, m Z m vzo v� \ \\ \\ \y: zZo� a nm cll�m \ \�X{-n znc� ;7 TI 3An• / \ WC'lo \ 020 Om ��D �A m \o \ 1 �k\�I� \ \\\\\ \ \.... OO 0� m \ cn \to \ \\X _ rn \\ ��\\\\� TI 61 p rn I\\, o 2 N�a � 1 \I I I II/ 1 II I �I I / I I' I I I I I✓ \.� — d'� � �m r)3 I �I D m c�-Z�i�vZi A'� ? 2 2 Z N 02na m oa YllxS/ �o �JAtitr4� o o `/ / N vGm,' Cn o -rjy� m I III I II TIMMONS GROUP .•-':'-. m-A M � W TJACH PREMIER CIRCLE z o ALBEMARLE COUNTY VA PHASE 1 LANDSCAPE PLAN YOUR VISION ACHIEVED THROUGH OURS THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 I Charlottesville, VA 22903 TFL 434.295.5624 FAX 434.295.8317 wvvw.timrnons.com 3 3 DATE REVISION DESCRIPTION F _ o o o 6121122 INITIAL SITE PLAN REVIEW COMMENTS 11109122 FINAL SITE PLAN COMMENTS FROM COUNTY I a O z °D N m Z O Z m Z z N m O m z A c C/) r- D C m 'T C m� c> m D Z � TS r W C O O W tz X � A M m z <n c> c> z D D > v W O m O K K m r 0 m D O D rn r m m t So* ` z a 6 O o CAD N) CEO O 'diT11'J These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. DETAIL PLANT KEY TREES BOTANICAL NAME ULM ALL ULMUS PARVIFOLIA'ALLEE' FLOWERING ORNAMENTAL TREES BOTANICAL NAME CER CAN CERCIS CANADENSIS SHRUBS BOTANICAL NAME COR SIB CORNUS ALBA'SIBIRICA' FOT GAR FOTHERGILLA GARDENII GAR KLE GARDENIA JASMINOIDES'KLEIM'S HARDY' HYD CBC HYDRANGEA ANOMALA HYD MAC HYDRANGEA MACROPHYLLA HYP HID HYPERICUM X'HIDCOTE' ILE HOO ILEX CRENATA'HOOGENDORN' ILE INK ILEX GLABRA'COMPACTA' ILE WIN ILEX VERTICILLATA ILE CON ILEX X 'CONAF' ITE NLA ITEA VIRGINICA'LITTLE HENRY' PAN SHD PANICUM VIRGATUM'SHENANDOAH' GROUND COVERS BOTANICAL NAME CAR SED CAREX PENSYLVANICA ♦ Al a � , < (4) HYP HID ♦ V r i (5) PAN SHD (84) CAR SED ♦ \ CLIMBING STRUCTURE FOR CLIMBING PLANTINGS / < oo O / < o '000 <Q o I O / 1 0 0 0 00 i a ' � 0q i a i / i4 l'da 4 x � a (12) GAR KLE (29) PAN SHD FUNCTIONAL LANDSCAPE AREAS AMENITY SPACE A 3,800 SF AMENITY SPACE B 2,700 SF AMENITY SPACE C 2,000 SF SCALE V=30' 0 30' 60' P O`4�ALTH OF Gl+P JON THAN BONDI R0.001 79 l I /OJ72022 M O OU N N N C > E 0 E w _ a: < v N 3 a o a o w 0 m Q j U so w--in z O a N ~a y co ID W I'OU 3:oU,xx vUi s-i w wp L �xvN z�� a� N Uv�j N W n w W a W co J w� Q 2U o J 2 � Q vi W O J (n = Q ti J � � 2 0 ti x LLJ N w F- \� 0 U a 0 0� z U n DATE 0 0312112022 r 4 / • DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. BONDI SCALE 1/8"=1'-0" v HASE 1 (8) HYD CBC ♦ A � ¢ (8) PAN SHD % VIRGINIA SUPPORTIVE HOUSING \' \ / / x t �..a a / 4-STORIES x x / Q x ` ` < ¢ - < q / (12) GAR KLE / ♦ l 1 / V 0 UNITS x (3) HYD MAC ♦ ' / ¢ 4 W 1, 1 J G W / / • .1VVV ` U < < uJ nnnN°cam, . � • / / < Q 4 oC o / r� �nn�° • / UJ nn ♦ V ' \ �/ (60) PAN SHD 6' METAL BENCH - TYP. �� Ou Y (1) ILE CON ` ` ' /� • wV / w \ (5) ILE HOO, ., , < / < i--i � /ti �1� / (5) HYP HID / / � � Q 1 ULM ALL / Q n — w ♦ \ —� o�� (5) ILE HOO (6) PAN SHD / �� m / 8 HYP HID / J W \ < <' now / inn < ♦ „ > I a \ (5) PAN SHD r (3) HYD MAC / / f \ 4 10 ILE HOO 0 ( ) < l T • RAISED GARDEN BED \ L -1. (9) CDR SIBS ( 1 W ♦ A r - • (1) CER CAN \ V) / •' 7 J ♦ V « nnn�°� �� // �� Z v°� c5(16) HYD MAC ' i P c O c (6) ITE NLA • i i RAIN BARRELS (7) ILE INK (4) PAN SHD / ' (1) COR SIB A/ 4 • / / < (3) HYD MAC c ` V t < (6) PAN SHD q (3) ILE HOO ` _ 4i / a i! 4 / 4 a - r _a _ Q i. 4 i/ 4 <.. - _¢4-_6.- - -4 _<_ — < <_ (3) ILE HOO (2) FOT GAR -�/ a - .4 _ -k a 1 14 ./_-Q a -. —'�.. - - — — 4.-/-4.4 — < — 6 - 4..<I4 - - - - 4 ¢ - a A 481 < 4 / / </_____- I _ ___ _\\ ,� 70B NO. r= vs°� o° 46555 / 480— 478 477 --479— r / i SCALE 8' 16' SHEET No. LI Z _ y 16 a r f4 0 m 0 a 0 vx ocq 2z 00 02 c m -- c m •' a0 0 CD CD Z zN 0 a `oj S.0 S. a w c y � N X C 0.0 y U 2 m c E 2 E 06 a � ma °a 0 m 0 W. N U M c m 0 C U SE h w t- F E L F- \46555-TJACH_Premier_Circle\DWG\Sheet\CD\46555-103-Lt.t PHASE 1 LANDSCAPE PLAN.dwg I Plotted on 11/11/2022 11:35 AM I by Aaron Mabee A — � III in • 14-- q \ 01 I I � �� I Z 91 V \ :CJ m w r Cn w Cil �0) n \ x c1, w .p o i A- - f0 x • — to 00 A / n ? •01 -S—/ - v • n - W N A • \ IV• n A -4 J G n rn N io L a 01 ate- • - n �% • cn JJ 6 - O q r / CD. f UV I - N _ A `2 17 lo A / r N � I n M s Z _ I -7\Co _ • • �nnn N � w w �iCn i - I �V� � c r I � 1A �2 v vj Al � (/ /1 n I � Al I -71 \j Vj I n � � G � • i 2 41• A • < z_ 00 � C z�;q (/) c-ijm�rn < m O C z G) Al b - - - - - - - - - - - - - _ • • A I �. 0 I 2�o a i • � D � A r m � • A P II 09 q q\ i I i I III I A� A • •0000, THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE a� CO,o • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 �O� z t'`y TIMMONS RO P0 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com \O o a 9 v N M TJ A C H PREMIER CIRCLE 3 N 3 0\ DATE REVISION DESCRIPTION MMENTSa O r m d1 0 \ M n c1 0 1 109122 21122 �ITIAL SITE PLAN REVIEW O FINAL SITE PLAN COMMENTS FROM COUNTY�o N �~� z o ALBEMARLE COUNTY, VA r Z o= m = z N m COURTYARD LAYOUT PLAN = These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- 46555-TJACH_Premier_Circle\DWG\Sheet\CD\46555-103-L1.1 PHASE 1 LANDSCAPE PLAN.dwg I Plotted on 11/11/2022 11:35 AM I by Aaron Mabee 0 290 � �� n D r m A A II O 00 _ I Cn A / \ m \ CnH \ \ m D \ \ m O 5b r Z C m m m \ 0 o z O C W \ \ • Z cn m \ \ i v 1 v x v C7 V w \1 r NCD to - - - - , _ �� A C� Z 411 f n — \ in • w / x zcn — VJ �-pC I j V • 00 n m X • �- 2 \� O • C V to • A ;i A � ' — • O 0 'd Chl I TIMMONS RO P �m TJACH PREMIER CIRCLE z o ALBEMARLE COUNTY, VA o Ln GARDEN LAYOUT PLAN Z G C) C M C) Z ;00 �m Z� C) O m cn X 0 4\ ' T 000 THIS DRAWING PREPARED AT THE • •0 YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE • • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com r 3 DATE REVISION DESCRIPTION _ 3 p p o 6121122 INITIAL SITE PLAN REVIEW COMMENTS 11109122 FINAL SITE PLAN COMMENTS FROM COUNTY II O °n I-+ O m Z m p < = z m O m = Z { 1 N m These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. STORMWATER NOTES: 1. ALL NEW STORMWATER PIPES SHALL BE PLACED WITH A MINIMUM SLOPE OF 1.04%, PROPER COVER OF 2' MINIMUM, AND A MINIMUM OF V VERTICAL SEPARATION WITH OTHER UTILITIES. COORDINATE ANY CONFLICTS WITH THE ENGINEER AND MEP BEFORE BEGINNING CONSTRUCTION OR ORDERING MATERIALS. CONTRACTOR SHALL PROVIDE SURVEYED ELEVATION AND LOCATION OF EXISTING UTILITY CONNECTION POINTS IF NECESSARY. BH PHASE 1 VIRGINIA SUPPORTIVE HOUSING 4-STORIES 80 UNITS 81.40' RIM EL.=81.09' 81.36' ory 81.26' JJ 81.36' ♦ C 81.26' < �� �� ♦ c 81.15' 81.02' �J 81.05' 12" NYLOPLAST BASIN WITH DOME Li ����n( n��� ♦ c 81.02 GRATE. PROVIDE 18 DIAMETER RING � � � 80.92' OF DECORATIVE STONE AND�1 EDGING TO MATH LANDSCAPE DRAIN z DETAIL uro i J p,0 _ 8" PVC 7 RIM EL.=81.45' �� < < z Z� nf� 81.57' ♦ c��� U RIM EL.=80.50' 81.68' < G 80.74' i < < ��� l,n n�� • C y 80.75' < I < < z 7 c 80.58' 81.76 � 8L7�8' � � � � < �' ' w ' • < 81.68 CL • • •L ...... • \� < , � � � i < j z L 11 < c �, hF z81.10' < z �2 8" PVC < ♦ c ��� ;'. 81.57' • \ RIM L. =80.3 • < 1 " PVC L RIM EL. 0.25' z < L, 1 WE i • l • 12" NYLOPLAST BASIN _® A \ i \ 81.48' , � IM . =8.0. 5' < WITH DOME GRATE < LANDSCAPE DRAIN (TYP.)v A < < L� < 80.48 12" NYLOPLAST BASIN - _ < 0.42' WITH DOME GRATE 81.05' _ 80.95' _ - 2 A - _ • • 81.32' * O i a I < 80.95 �\ < i $5 z C R �_ <I BA N r - 81.42 < - < 81.36' L' <i - - - , • ' - • � � � '� i � � � � � < < -R1 L. = 9. a 1.0 < 81.34' 81.26' PV — x , a ¢ < a 4 a a Qi 4 4 / a a 4 ash ¢ a 4 a a _-----1— -� - -- a 4 / a a ¢ / 4 a i i 480 i 479 478 i i m O� �NLTH pp y P I uo JONATHAN D. DONDI a No.001379 / 110912022 M E O p N U N C % E W E LL o 3 0 LL — W Q j U m Z a —m O w „y W N M �i 0 In Q (n Z O W � o o > U W U,Z LL aM 0�wi �J �o ag ka W �kz O -j V S Q J 0 ?� N w W \ H a U Q D� 0 0 un DATE 0312112022 0 } DRAWN BY M. RACHNER • DESIGNED BY • M.RACHNER • CHECKED BY J. BONDI • • SCALE • 1/4"=V-0" FFE = 481.76 • J z DC � U>z l 0 wz< O �J� w Q 0 1 ♦ Lu w Q am ` J rr Q TW = 80.50'z Z) - U o Q 477 63 JOB NO. SCALE 1/4°=r-o 46555 SHEET NO. L1.5 L F- 03\46555-TJACH_Premier_Circle\DWG\Sheet\CD\46555-103-Lt.t PHASE 1 LANDSCAPE PLAN.dwg I Plotted on 11/11/2022 11:35 AM I by Aaron Mabee moomnOr-r- O Om mp� m m -1 ? p < m m cnO0m—m0 <OOt7mc�o0 CQZZD �M U)DZ{m�� Zr-n0D0� v m z O �S�C—)0 �omcC/lO(mi) coo :1mco c�C:x;ax Z.m�OSOpW N ommmmKm -joOm;0—T A OmzC� zmoGD�30 mmZF°C� ?0G>Mcmi"Z* cnZ3Z I T DDD 17y-0 �Z_ Co C K K C zz � II Oo Oo U) ` 0 \ \ / can can DC) \ M ,\ \ \ \ \ z \ \ \ \ m \ \ \ r 00 00 00 00 • _ , \ 0 00 00 00 V \ \ �\�U \ z ` \ j n x e M m \ r 00 0 00 o o z 00 00 -1 0 00 00 00 00 M Q7 rn 00 — - N - in w is 00 0 0 -1 -1 'fM1jr r ` 00 00 00 x n _ \.J , \ m ou�� _ ` 00 \ (I = oo ;U n � — ao w ao ao 0) G) 0) rl ' ^ n v x• �' z D m n o � T7 _ D 00 • •0000, THIS DRAWING PREPARED AT THE T1 MMONS RO PYOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE a� `l- • • 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.296.6624 FAX 434.296.8317 www.timmons.com \O o a 9 1 O TJ A C H PREMIER CIRCLE 3 6121122 INITIAL SITE PLAN REVIEW CMMENTS N 3 0\ DATE REVISION DESCRIPTION a O r m 0) o \ 9 M n c) 0 11109122 FINAL SITE PLAN COMMENTSOROM COUNTY �o N Z o o ALBEMARLE COUNTY, VA r- 2 0 = o= z N m GARDEN GRADING PLAN = A A These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. 71 a PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY TOTAL QUE BIC 3 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. B&B 339SF 1,017SF QUE PHE 1 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 838SF ULM ALL 4 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 423SF 1,692SF =3,547SF SHRUBS I CITY I BOTANICAL NAME COMMON NAME I MIN. INSTALLED SIZE ROOT ILE WIN 15 1 ILEX VERTICILLATA IWINTERBERRY 24" HT./SPRD. I CONTAINER =3,547SF STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED PREMIER CIRCLE 75.54 LF 1 LG TREE PER 40 LF 75.54/40 = 1.89 2 LG TREES 0 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 5% GROSS PARKING 12,930 SF 12,930 x .05 = 646.5 SF 647 SF 676 SF AREA INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code PARKING LOT REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED PARKING LOT #1 1 LG. OR 1 MED. SHADE TREE 28 PARKING SPACES 28/10 = 2.8 3 LG. OR MED. SHADE 3 LARGE SHADE PER 10 PARKING SPACES TREES TREES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.73 AC (GROSS SITE 10% COVER 0.73 AC x .1 = 0.142 AC 3,178 SF 3,547 SF AREA) = 3,177.26 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. -DUE TO THE EXISTING AND PROPOSED UTILITIES THE STREET TREE REQUIREMENT FOR PHASE 1 WILL BE MET BY THE FINAL OVERALL CONDITION, SEE SHEET 1-1.0 AND L2.0. INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, - WIRE, AND BURLAP FROM TOPY3 OF BALL III I &B I III I CONTAINER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT 1 SHRUB PLANTING DETAIL NTS REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER N 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLAN VIEW DO NOT PRUNE TERMINAL ROOT BALL LEADER OR BRANCH TIPS 12 GAUGE \ NEW 1/2" RUBBER HOSE GALVANIZED WIRE \ 3-2"X2" 12 GAUGE GALVANIZED WIRE HARDWOOD ALLOW FOR SLIGHT STAKES MOVEMENT \ 3 2X2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE. r \ STAKE SHALL BE DRIVEN A y MIN. 18" OUT FROM TRUNK / PRUNE BROKEN AND OUTSIDE OF ROOTBALL BRANCHES REMOVE TAGS, LABELS AND i 2-3" MULCH LAYER TO PLASTIC SLEEVING DO NOT EDGE OF DRIPLINE. KEEP WRAP TRUNK 4-6" AWAY FROM TRUNK SET ROOTBALL FLUSH TO FLARE GRADE OR 1-2" HIGHER IN IF FIELD GROWN CUT SLOWLY DRAINING SOILS. DO AWAY ALL BALLING ROPES. NOT COVER THE TOP OF THE REMOVE BURLAP OR WIRE ROOTBALL WITH SOIL. BASKET FROM TOPY3 OF ROOTFLARE SHALL BE BALL. IF CONTAINER VISIBLE ABOVE FINISHED GROWN, REMOVE GRADE CONTAINER AND CUT PRUNE SUCKERS CIRCLING ROOTS 6" SAUCER BACKFILL PLANTING PIT 1" COMPOST LAYER - -_ - WITH NATIVE SOIL. f, INCORPORATE 1:1 SLOPE ON SIDES OF ++`' E -III- SLOW-RELEASE PLANTING HOLE I= _=I GRANULAR FERTILIZER SCARIFY SIDES BEFORE = I- I TAMP SOIL AROUND PLANTING = - 3 x III III- ROOTBALL BASE FIRMLY PLACE ROOTBALL ON ROOTBALL -III WITH FOOT PRESSURE SO UNEXCAVATED OR TAMPED DIAMETER - THAT ROOTBALL DOES SOIL NOT SHIFT ��MULTI-STEM TREE PLANTING DETAIL NTS PRUNE CODOMINATE LEADERS ROOT BALL REMOVE BROKEN, BADLY DEFORMED, 12 GAUGE RUBBING, NARROW CROTCH ANGLES, GALVANIZED WIRE WATER SPROUTS, OR CROSS- 3-2"X2" BRANCHES. HARDWOOD GALVANIZED WIRE GUY 12 GAUGE. STAKES ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER IF PLAN VIEW LOCATED ON rr �� T� wy y Y3x 0w •. ••. gal TAMPERING MAY OCCUR. • tr �- Y7�e�y.e3+e'�' ���1._,,!•'.�,���-EAf �'���1F��. tt • . • - • • ' ��r� �:-ail .. - • . ... , • • •• I -•• • -err �IDIII'�^���IZ .:ACKFILL '`� • -• PLANTING .LE PLANTING PIT WITH - . •- - C�'NATIVE SOIL.•-••- ISLOW-RELEASEFERTILIZER PRUNE CODOMINATE LEADERS REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. SET ROOTBALL FLUSH TO - GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. 2-3" MULCH LAYER, MULCH - TO EDGE OF DRIPLINE. KEEP= 4-6" AWAY FROM TRUNV PLAN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"X2" HARDWOOD STAKES 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER PRUNE SUCKE -I l 1:1 SLOPE ON SIDES OFI i_ li'Ilil+,I4-I PLANTING HOLE _- SCARIFY SIDES BEFORE - III -I III PLANTING 3x PLACE ROOTBALL ON III- ROOTBALL -I I- UNEXCAVATED OR TAMPEDSOIL ,DIAMETER - „ 4 EVERGREEN TREE PLANTING DETAIL NTS 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT GENERAL NOTES: 1. PLANTS SHALL CONFORM TO CURRENT "AMERICAN STANDARDS FOR NURSERY STOCK" BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA), PARTICULARLY WITH REGARDS TO SITE, GROWTH, AND SIZE OF BALL AND DENSITY OF BRANCH STRUCTURE. CONTRACTOR TO INSURE ALL PLANT MATERIAL CONFORM TO NATIONAL AND LOCAL BUILDING CODES AND ORDINANCES. 2. ALL PLANTS (B&B OR CONTAINER) SHALL BE PROPERLY IDENTIFIED BY WEATHERPROOF LABELS SECURELY ATTACHED HERETO BEFORE DELIVERY TO PROJECT SITE. LABELS SHALL IDENTIFY PLANTS BY NAME, SPECIES AND SIZE. LABELS SHALL NOT BE REMOVED UNTIL THE FINAL INSPECTION BY THE OWNER'S REPRESENTATIVE. 3. ANY MATERIAL AND/OR WORK MAY BE REJECTED BY THE OWNER'S REPRESENTATIVE IF IT DOES NOT MEET THE REQUIREMENTS OF THE SPECIFICATIONS. THE CONTRACTOR SHALL REMOVE ALL REJECTED MATERIALS FROM THE SITE. 4. THE CONTRACTOR SHALL FURNISH ALL PLANTS IN QUANTITIES AND SIZES TO COMPLETE THE WORK AS SPECIFIED IN PLANT SCHEDULE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES ON THE PLANS PRIOR TO COMMENCEMENT OF WORK. QUANTITIES IN THE PLANT SCHEDULE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND DO NOT CONSTITUTE THE FINAL COUNTY. 5. SUBSTITUTIONS REQUIRE WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE AND MAY REQUIRE FURTHER APPROVALS FROM THE RESPONSIBLE JURISDICTION. 6. PLANTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS AND BY SCALING OR AS DESIGNATED IN THE FIELD BY THE OWNER'S REPRESENTATIVE. ALL LOCATIONS ARE TO BE APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE EXCAVATION. 7. CONTRACTOR SHALL LOCATE AND MARK ALL UNDERGROUND UTILITY LINES AND IRRIGATION SYSTEMS PRIOR TO EXCAVATING PLANT BEDS OR PITS. ALL UTILITY EASEMENT AREAS WHERE NO PLANTING SHALL TAKE PLACE SHALL ALSO BE MARKED ON THE SITE, PRIOR TO LOCATING AND DIGGING THE TREE PITS. IF UTILITY LINES ARE ENCOUNTERED IN EXCAVATION OF TREE PITS, OTHER LOCATIONS FOR THE TREES SHALL BE SELECTED BY THE OWNER'S REPRESENTATIVE. SUCH CHANGES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. NO CHANGES OF LOCATION SHALL BE MADE WITHOUT THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 8. ALL EQUIPMENT AND TOOLS SHALL BE PLACED SO AS NOT TO INTERFERE OR HINDER THE PEDESTRIAN AND VEHICULAR TRAFFIC FLOW. 9. DURING PLANTING OPERATIONS, EXCESS AND WASTE MATERIALS SHALL BE PROMPTLY AND FREQUENTLY REMOVED FROM THE SITE. 10. ALL SHRUB PITS ARE TO BE EXCAVATED TO A MINIMUM DEPTH TO ALLOW THE SHRUB ROOT BALL TO BE A MINIMUM OF 4" HIGHER THAN FINISH GRADE. ALL PLANT SHRUB BEDS ARE TO BE EXCAVATED TO THE WIDTH SHOWN ON THE PLANS. 11. ALL TREE PITS ARE TO BE EXCAVATED TO A MINIMUM DEPTH TO ALLOW THE TREE ROOT BALL TO BE A MINIMUM OF 2-3" HIGHER THAN FINISH GRADE. THE TREE ROOT BALL IS TO REST ON UNDISTURBED SOIL, OR A COMPACTED BED MUST BE PREPARED FOR THE TREE ROOT BALL TO REST ON AND WHICH WILL NOT SUBSIDE CAUSING THE TREE TO SINK BELOW FINISH GRADE. ALL TREE PITS ARE TO BE A MINIMUM OF 12" LARGER ON EVERY SIDE OF THE TREES ROOT BALL. 12. THE PLANTER BEDS ARE TO BE ENTIRELY CLEANED OUT TO THE UNDISTURBED SOIL LEVEL. ALL EXISTING SOIL, CONSTRUCTION DEBRIS, ROOTS AND OTHER FOREIGN MATERIAL ARE TO BE REMOVED AND DISCARDED OFFSITE. 14. THE TOPSOIL TO BE USED TO FILL THE TREE PITS, SHRUB BEDS AND PLANTERS IS TO BE PLANT SPECIFIC. THE TOPSOIL FOR THE TREES, SHRUBS AND PLANTER SHALL CONSIST OF A MAXIMUM 213 EXISTING TOPSOIL FROM THE SITE, WHICH IS CLEANED AND FREE OF CLAY, A MINIMUM OF 1/3 PEAT MOSS, OR OTHER APPROVED ORGANIC MATERIAL OR IMPORTED NEW LOAMY TOPSOIL AND 10% COW MANURE. ALL OF THESE MATERIALS ARE TO BE MIXED PRIOR TO PLACING IN THE PLANTER OR BACKFILLING WHEN PLANTING. 15. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL PLANT PITS ARE WELL DRAINED. THE LANDSCAPE CONTRACTOR WITHOUT COST TO THE OWNER WILL REPLACE ALL PLANT MATERIAL, WHICH IS AFFECTED BY POOR DRAINAGE. 16. ALL LAWN AREAS ARE TO BE TILLED TO A DEPTH OF 6" AND ALL FOREIGN MATERIAL REMOVED WHICH WILL INHIBIT THE HEALTHY GROWTH OF THE GRASS. ALL OLD GRASS AND GRASS ROOTS ARE TO BE REMOVED FROM THE SITE. NEW TOPSOIL OF A MINIMUM 4" IS TO BE PLACED OVER THE AREAS TO BE SODDED. THE GRASS AREAS ARE TO BE FINE GRADED TO ENSURE THAT NO UNDULATIONS OCCUR. THE LAWN TOPSOIL IS TO BE ROLLED AND LIGHTLY IRRIGATED PRIOR TO PLACING OF THE SEED. THE SEED IS NOT TO BE LAID ON FROZEN OR SOAKED SOIL. 17. THE TREES AND SHRUBS ARE TO BE HANDLED WITH THE BEST CARE AND ATTENTION TO ENSURE THAT THE PLANTS ARE NOT BRUISED, BROKEN, TORN, DAMAGED IN ANY WAY WHICH WILL AFFECT THE PLANTS GENERAL APPEARANCE AND WELL BEING. 18. THE TREES AND SHRUBS ARE TO BE PLANTED WITH THE ACCEPTED STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTS ARE TO BE PROPERLY WATERED AND BACKFILLED DURING THE PLANTING. ALL CARE MUST BE TAKEN TO ENSURE THAT THE PLANTS ARE UPRIGHT, A PLANT'S BEST SIDE IS EXPOSED TO THE POINT OF THE PLANTS GREATEST VISIBILITY. 19. THE TREES MUST BE STAKED IN ACCORDANCE WITH ACCEPTABLE NURSERY PRACTICE TO ENSURE THAT THEY ARE SECURE IN THE GROUND AND WILL GROW STRAIGHT AND UNIFORM. THE TREES ARE TO BE WRAPPED IF THE CONTRACTOR DEEMS IT NECESSARY TO PROTECT THE TREES FROM SUN SCALD OR INSECT ATTACK. 20. TREES SHALL BE LOCATED A MINIMUM OF 3 FEET FROM WALLS AND WALKS. 21. GROUPS OF SHRUBS SHALL BE PLACED IN A CONTINUOUS MULCH BED WITH SMOOTH CONTINUOUS LINES. ALL MULCHED BED EDGES SHALL BE CURVILINEAR IN SHAPE FOLLOWING THE CONTOUR OF THE PLANT MASS. TREES LOCATED WITHIN 4 FEET OF SHRUB BEDS SHALL SHARE SAME MULCH BED. 22. PLANT ALL TREES AT FOUR (4) FEET FROM THE END OF HEAD -IN PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. 23. DIG THE TREE PIT AT LEAST ONE (1) FOOT WIDE R THAN THE ROOT BALL AND EQUAL TO THE BALL'S VERTICAL DIMENSION,SO THE TOP OF THE ROOT BALL WILL BE FLUSH WITH THE GROUND LEVEL. 24. ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICKAX OR SHOVEL. 25. BACKFILL FOR ENTIRE PARKING ISLANDS AND PLANTING AREAS SHOULD BE WITH THE SITE'S EXISTING SOIL HOWEVER, IF SOIL IS HARD, COMPACTED FILL DIRT, THE SOIL IN THE ENTIRE PARKING ISLANDS AND PLANTING AREAS SHOULD BE IMPROVED WITH ORGANIC MATTER AND THE GROUND WORKED SO THAT IT CAN BE MORE EASILY PLANTED. ALL ROOTS MUST BE COMPLETELY COVERED. PLANT MATERIAL SHOULD BE THOROUGHLY WATERED AFTER INSTALLATION. 26. HERBACEOUS EMBANKMENT PLANTINGS SHOULD BE LIMITED TO 10 INCHES IN HEIGHT. 27. PLANTS SHALL NOT BLOCK MAINTENANCE ACCESS TO STRUCTURES WITH TREES OR SHRUBS. 28. ALL PLANTING AREAS SHALL CONTAIN SOILS SUITABLE FOR PLANTING. SOILS SHALL BE FREE OF CONSTRUCTION MATERIALS. EXCESSIVE ROCK AND GRAVEL OR COMPACTION SHALL BE ADDRESSED PRIOR TO INSTALLATION OF LANDSCAPE MATERIAL. CONSTRUCTION NOTES: PRE -CONSTRUCTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE OWNERS REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION 1. OWNERS REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 2. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. 3. MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2" TO 3". SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE BIORETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR ACCEPTANCE. 4. TREES SHALL BE BRACED USING 2" BY 2" STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL. INSPECTION/GUARANTEE 1. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE OWNERS REPRESENTATIVE. 2. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE (1) FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR 3. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. ALTH I "1i JONATHAN D. BONDI 9 No.001379 s 1110912022 0 O x 0 M 0 0 w x a z O 0 rr 0 O H Z O a U LU w 0 Z O N w DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. BONDI SCALE N/A J r--r LU U Q UQ w �' } LU O 1- 4 o Z U J LU LU Q a Lu Uw I..L m J Q Q 2 Q U J LU JOB NO. 46555 SHEET NO. L2.1 L DETAIL PLANT SCHEDULE TREES OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ULM ALL 1 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. B&B 423SF FLOWERING ORNAMENTAL TREES OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CER CAN 1 CERCIS CANADENSIS EASTERN REDBUD 1.5" CAL. B&B 124SF SHRUBS OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT COR SIB 10 CORNUS ALBA'SIBIRICA' REDBARK DOGWOOD 24" HT./SPRD. CONTAINER FOT GAR 2 FOTHERGILLA GARDEN]] DWARF FOTHERGILLA 24" HT./SPRD. CONTAINER GAR KLE 24 GARDENIAJASMINOIDES'KLEIM'S HARDY' KLEIM'S HARDY GARDENIA 24" HT./SPRD. CONTAINER HYD CBC 8 HYDRANGEA ANOMALA CLIMBING HYDRANGEA 24" HT./SPRD. CONTAINER HYD MAC 25 HYDRANGEA MACROPHYLLA LARGELEAF HYDRANGEA 24" HT./SPRD. CONTAINER HYP HID 17 HYPERICUM X'HIDCOTE' HIDCOTE ST. JOHN'S WORT 24" HT./SPRD. CONTAINER ILE HOO 26 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER ILE INK 7 ILEX GLABRA'COMPACTA' COMPACT INKBERRY 24" HT./SPRD. CONTAINER ILE WIN 11 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER ILE CON 1 ILEX X'CONAF' OAK LEAFTM' HOLLY 36" HT./SPRD. B&B OR CONTAINER ITE NLA 6 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER PAN SHD 123 PANICUM VIRGATUM'SHENANDOAH' SHENANDOAH SWITCH GRASS 24" HT./SPRD. CONTAINER GROUND COVERS OTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CAR SED 84 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONTAINER o0��PITH OF�P t JON THAN DONDI 9 �IO.001 79 l 110912022 9�SC4PE AR��l��G M O p N U N C > E w a E W .y Q LL 0 o - W O ^y Q j U m Z a > o N J Ln � M 3 O a (n J ¢ w 2 �a6LL oWg v O �� .N.U� om V N W W of a M W v �J �O �� 2U d ui W 0 ti O J V) S Q J 2 0 2 F N N w W \ � Q Z O U) DATE 0312112022 O } DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER CHECKED BY J. BONDI • • SCALE N/A • J a Lu �..0 c) J 0 U a w UQo OC ' z � a a w U (� WQU) r/ m J a J U Q w � o 0 W Ur) a JOB NO. 46555 SHEET NO. L2.2 L r a:A I uavw000- Idru.n_rremler_i.lraewvw�aneeni.uw0000- I urw.-I rMMOM I al 1 M uan I Ilw MIAU rnv I vmc I nn, rLMN.awg I rloaea on -I -I rrucucc - I -I so MM I oy naron maoee I ti \ rj ni - - -o 48.\ \\ l —485 , _� r.2 m ti \ W 171 o� v v 00 co O \ to • n ` \ c ° �`a % Puny S. co Y m Gib p I �`II I dg�\ oo fJ cam a, \ $ ti* CO 81 to y c3 i yo�\'�'� " �9x 5 .ti•\ �^� q W �* C� \ \ \`�--\ --__` -\ # I \ Gi� . F'. 6 9 0, `'. �, OOQ =- cp -' I � I I II \ .b+ g � •0 �° A co �* CP 47 ti 11 %6 55.00' e -- - -- \ II, \ �2 \'° \ °ati' ;tea, / o d, �\ oo w2 \\ ,\ \ I s rI1/ 4 CE /o D N r o m N 0 0 1 I I I I I \\ \ II I I w �C3 C ' TIMMONS GROUP .•-':�. YOUR VISION ACHIEVED THROUGH OURS TJ A C H PREMIER CIRCLE 3 i�22 INITIAL SITE PLA GJ (�j3 ° II n O z °n 11/09/22 FINAL SITE PLAN Ev o o ALBEMARLE COUNTY, VA No m z 0 2 m 2 z� do m `� PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN A A N m c p n G9 w r r a r c n m � w H m" n n m n y H c v z c� m n n n c m o n v 3 m n i+ O w m E K N s r IH ,n 0 THIS DRAWING PREPARED AT THE CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com REVISION DESCRIPTION m r w rt uu u (D H H H H IQ m a rt �(D F, m m m m r N Ja W N a 0xxxrr co H ctl rn rn rn n p p p xwww a I H H H p N N N q 0 n H x M rt r r r r 0 (n (n (n (n (D H H H H N h ro I I r r r r 0 0 o p 0 I I D I I �I�rr W OJ OJ W r I r I r I r I H H H H r I r I r I r I Cn m W N � H � Q d d z z << I t7 tJ O O H H 3 3 I I I I w w w w o 0 0 o I I I I J J o 0 ooC]C] H H I I to to N N 'o "d N N I I I H H H r r r °'moo 0 o a o x .- ea � O CCD tzi 'd111t� These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. Catalog►: MRM4ED-7BLSL-2-UNV-DIM-30-70CRI-B7RZ-L PfOJaOt PREMIER C82CLE Prepared By: aft Type: S2H G - Mirada Medium (MRM) Outdoor LED Area Light Q e d P®W IP66 IKOS4:ft6 W men Package 7,000 - 48.000 Wattage Rungs 48.401 QUICK LINKS Eifi®q Recoil (DPW) In -ISO Weight lbn0®) ID(Is.6) �rdering Guide FEATURES E SPECIFICATIONS Performance Photometrlcs 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Sack to Quick Links 1VPICAL ORDER EXAMPLE: MRM LED 36L SIL FfA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire SLIM lumen lipM Prefix Smote Package 041.11 Distribution OrientaBon' Voltage Driver MRM Mirada LEO 7L.7,000lms SIL Silicone [D Type 2 (blank) - standard UNV Universal Valued(12027M DIM 0-1W Oimmirg ()­104) 9L-$ODOIms 3-Type3 L. ODfim rotated left90' HIT - High Volage(347480U) 12L-12000 Ims F18L 18ODD Ims MM-Type 5 Wide R- Copra rotated Right -24:000Ims Fr- Forward Throw 30L-300DO The FIB-Faward Throw Automotive 36L-3SODD Ims 42L-42,ODO Ims AM-Aummobw Merchandise 48L-4B4ODO Ims Cost= Lames Packages' Colorfast Color Bendering 50-5.000 CCT 70CRI70CRI BLK - Black 40-4.000 CCT FR_R7J Dark Brame Dimensions ED= CCT GMG - Gun Meal Gray AMB- Phosphor Converted Amber" GPT- Graphite MSV. Meallic Stan PLP - Platinum Plus BUG. Sure Verde Green Options (bnkl. None Ili - Integral Houseside Shield' IL Integral Louver (Sharp Spill Light CutottN Construction st Electrical Installation WIT' while • Rugged die-cast aluminum housing • High-performance programmable driver • Designed to mount to square or round contains factory preevired driver and optical features over -voltage, under -voltage, short- poles. Controls (Choose One ( ) unit. Cast aluminum wiring access door circuit and over temperature protection. • A single fastener secures the hinged door, (Blank)- None Stand -Alone Controls Liman Limelight Controls located underneath. Custom lumen and wattage packages underneath the housing and provides g P Wireless; Controls dew36.41 RT-0Toy Dimming leads extended to homing ededor LLC- LimeLight Integral Wireless Radio Control by Lutron' •Designed to mount to square or round available. quick &easy access to the electrical ALSC- ArLink Synapse Control System CSBTI. Pin Control Ration-eANSI CI Proposed IMSBT7-Integral BluelooDlTM Motlm and PhdocellSmsor LLC31-Limelight Integral Wirers eight Cmmrd and PlRMo6erV Daylight by Large B height' poles. • O-lOV dimming (10%-100%) standard. compartment ALSCH-AirLink Synapse Control System Had/Sddite' 824'MH ( Y t Limelight Radio Central and PIR Motion/ 9 9 Daylight Limeli hl Integral Wireless0' •Fixtures are finished with LSI's DuraGrip •Standard Universal Voltage Q20-277 Vac) • Included terminal block accepts up to 12 get. ALSCHS02- nLyl ass ContrlS stem Hot2-4OMotlon Sensor Synapse System ALSCHS02-ANnk Synapse Control System Host/Satelhe walls 12-20'MoDon Integral IMSBT2-I cal BluetoothTMMotlmand Phdacell Sensor Sensor' m Daylight5ensorb Lmron 1633'mt height' Y 5 polyester powder coat finishing process. Input 50/60 Hz or optional Nigh VoltagerLink wire. Sensor ALSCS04HSO4Air-or Synapse ControlSystemSystem wHost/Sell 12540 MHY LLCS3-Limelight Integral Wireless Radio Cenral and PIR MotkyV The DuraGrip finish withstands extreme (347-480 Vac). • Utilizes traditional pattern B3 ALSCHSO4-ANnk Synapse Control System Host/Satelne with 20.40'Motian Sensors BuaonType Photocells win Oai tSensor Labor 3l-40'mt hen hit N9h g weather changes without cracking or �> L80 Calculated Life. IOOk Hours (See for easy fastening Of LSI products. (See fast products. ALBCSI-ArLink Blue Wireless MotrcmBPtima SensorCedfller8-24'moumin ( tad tat PCH2O-130J 9 9 ) peeling. Other standard L51 finishes Lumen Maintenance on Page 5) ALBCS2-Ai-ink Blue Wireless Motion& Photo Smsw Cenroller(2540'mounB nought) PCO062n•20B •2TN nA 9 ) available. Consult factory. • Total harmonic distortion: <20% drawing on page 9) PCa4T-347V • Shipping weight: 37 Has in carton. • Operating temperature: -40°C to +50°C Warranty Accessory Ordering Information? Optical System (-40°F to +122°F). 42L and 48L lumen - LSI LED Fixtures carry a 5-year warranty. Control. Aaeewla NoIMIM Ae'.i packages rated to+40'C- gaarmi Order Numberrn °onereption Oder NumtaP' • State -of -the -Art one piece silicone optic • Power factor:>.90 Listings PC120 Photocell far um with CR7Papnon n28VY 12251E miamad Mundane Bra" 684616CLR sheet delivers industry leading optical • Input power stays constant over life. . Listed to UL 1598 and UL 8750. PC20s277 Phomaellfor seminar CR7PaptRin (2=,, 24W, 277g' 12315 , Adjustable Slip FinaIT- 2sentenced 688131814.11 control with an integrated gasket to provide • Field replaceable IOkV surge protection - Meets Buy American Act requirements. Telst Lek Photocell puirlr)Bn arm Cfl7P- 122516 Horimnel Slip nWr IT-2 TV Tenon) 652761 CIJI IP66 rated sealed optical chamber in 1 device meets a minimum Category C Low . IDA compliant; with 3000K color Twlsl Lack Photordl(48ul9 Mr use dam CRiP- 1225190 Quick Mound Pole Seemed (Square Pole) 687m36LR component. operation (per ANSI/IEEE C62.41.2). temperature selection. APLlnk 5 Pin Tod Lock Controller' W1409 Oukk Moum Pole Br ot(45' Round Pale) 6899MCLR • Proprietary silicone refractor tics provide P ry P • Hi h-efficac LEDs mounted to metal -core g y • Title 24 Compliant; see local ordinance for Atrunk 7 Pin odd Lek Coa l 1 M1410 '15 TII10ukk MaunlPow BrerAml(6gnan Pole) 688W3CLR exceptional covers and uniformity in IES P tyqualification circuit board to maximim heat dissipation information. PM082424V Pole-Mounlda Ocwpang5anor (4917 W32B4CLR 15 RI10ulck Malm[FbhareeW (4S'Rourq Pok) 689905CL0. Types 2, 3, SW, FT, FTA and AM. • Components are fully encased in potting . Suitable for wet Locations. Starting rap for me wpm CR7P 14MM Wall MountBrecht 382132GLR • Silicone optical material does not yellow or k 'th d 'd t I I' tat material for moisture resistance. Driver I' 'th FCC d d D' d . IP66 rated Luminaires per IEC 60598. ' wbol Pole aadsl (r Mblmum Pok Oamwd 75tEIMtR coat WI age an prowl es a yplcd Ig comp less WI an ter s. over an . 3G rated for ANSI C136.31 high vibration Frsing Opllma" SMal4lnp Opllme transmittance of 93%. key electronic components can easily be applications are qualified. 0aenpaan goer Number Mlatla small • Zero uplight. accessed. •DesignLights Consortium• (DLL) qualified - SI le Fealn 12 Mirada re gl mg M aria Medium • Available p SOoOK 4000K and 3000K Controls product. Not all versions of this product P Slate Fusing 27 n0 AI 7t0 MlratlaLane, color tom eeatures per CJ8.377. Also P PQfig may be DLC notified. Please check the DLC see Fusin • Optional iota cal passive infrared Y Q g Available in Phosphor Converted Amber P g P Double Fusing (208V, 24010 �CPSSefy Gptna Zone Medium Calif. Bluetooth'" motion and photocell Qualified Products List at www.designlights. Double Poslre (480Q Z La kf l,eellaneme Aeenmrles Oerl Ion Orblrw d Ire mll-ovemo a a a I Wgre Hwm sae Snlee 1434% Murmur Bird Spiro Kit (3' Recommended mrLuminairs) E1aC with Peak intensity at 610nm. sensor (see page 9 for more details). org/QPL to confirm which versions are one ge • Minimum CRI of 70. Fixtures operate independently and can qualified. Double Fusing(34N) slim Medium • Integral louver (I L) and house -side shield be commissioned via iOS or Android •Patented Silicone Optics (L15 Patent NO. FOOTNOTES: Z Accessories are shipped sepamtely and field restated. (IH) optional available for improved configuration Epp 10,816,165 82) 1. Custom lumen and wattage packages weaflabb, consult factory Values ail wtthke Industry S. Factory installed CR7P option required. Sea Options. 9. "CLR" finish. See Finish backlight control without sacrificing street g g • LSI's AirLinkTM wireless control system • IKOS rated Iuminiare per IEC 66262 sa nerd mlerances but not DLC fisted. 2 Not available wRh SW distribution denotes options. 10. Ony, available with ALSC/ALSCH control option.c side performance. See page 3 for more options reduce energy and maintenance mecha hical Impact oode 3 Comult Factory far availability 11. Fusing must be located in hand hole of pale. Sea Fusing Accessary Guide for computability. details. 4 Not available in Hat 12. Only available in 9L and 12L Lumen Packages. Consult factory for lead time and availability. costs while optimizing light quality 24/7. SpeNNcations and dimensions subject to S. INSET is field configurable via the LSI app that can be downloaded from your smartphane's (see page 9 for more details). change without notice. men. app s. G tore Central dwjce or shoring rap must be prmrud separately. Sea Ammory Ordering IntemMien. 11.51 Industries Iet=10000 AIIYno• Rd Cincinnati, OH 46ad.2 • wwwJolearpmrn Page 2/9 Rev. 12/14/21 JA LSI Industries Inc. 70000 Alliance Rd. Cincinnati, ON 45242 • wwavAsicorp.eom llamas Features & Co., Inc. .n 513 372-3200 �2020 L51 Industries Inc A!1 ( ) Rights Reserved. Specifications subject to change without 4 P I 9 ad, notice. 8505 Bell Creek Ro Smile H SR 372.3200 • ®24gO L51 Ilwimbles IrK All Flights Reserved 'flo6amssu C ) A•g $tea to also without rm[ice SPECid16.A.0620 bloc[ roil Mechanicsville, VA 23116 1 � S2H LIGHT FIXTURE CUT SHEETS NOT TO SCALE Catalog#: MRLtI D-IBLSL-FT-UNV-DIM-30-70CR1-BRZ4L (a Prepared By: aft Mirada Medium (MRM) Outdoor LED Area Light Q �ij� ' = =AW gym IP66 IKOB ' 11OVER VIEW zi Pr01act PREMIER CIRCLE Type: S4H 0 Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links TYPICAL ORDER EXAMPLE MRM LED 36L SIL FfA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaire Light Lumen Ligh1 pages Smote Package Bigot Diddbmim Orientation' Voltage Driver MRM Mirada LEO 7L-7,000Inds ED Silicone 2-Type 2 (blank)- standard UNV Universal Voltage (I20.277V) FD-iml OIWDimming(vair.) 9L-9,000tms 3-Type3 L. Opens rotated left 90' BY- High Volage(3474BOV) 12L-12,000 Ims 1B,m01ms 5W-TypeSWder R- Optics rotated Right90' W18L 4-24,000ITS ET Forward Throw 30L-3Bm0ITS FTA- Forward Throw Aulamdive L-42 ODD Ims 42L - a2roo Ims 42 AM- Automotive Merchandise 48L-48,ODD The Casten Lumen Packages' .9 Lumen nsaasage r,wv-x,saw S >Watts a RNmD 48.401 ColarTemp Color Rendering Finish Options m-50G0 OCT7oCRl 0 70 CRI BLK - Back Blank -Nne o 0 QUICK LINKS - Efficacy Range (DPW) 117 -760 40-4000 CCT BRZ Dark Breve _ 0 Weight lbs(kg) 30(13b7 _ Ordering Guide Pearformance Photometrlcs I Dlmenslon5 3.000 CCT CMG -Gun Meal Gr aY Ili - Integral Houseside Shield' IL Integral Louwr(Sharp Spill Light Cmottl' _ _.__-_ _ _._.._ _ _ - AMB-Phosphor Converted Amber's CPT -Graphite - MSV - Metallic Silver 4 FEATURES ®SPECIFICATIONS PLP- RatnumPlus D SVG. Sohn Verde Gram = Construction Electrical Installation WHT-White - • Rugged die-cast aluminum housing • Nigh -performance programmable driver • Designed to mount to square or round Controls (Chame One) o contains factory prewiread driver and optical features over -voltage, under -voltage, short- poles. (Blank)- None Stand -Alone Comb Luton Limelight Controls y unit. Cast aluminum wiring access door circuit and over temperature protection. • A single fastener secures the hinged door, g g 5 located underneath. Custom lumen and wattage packages underneath the housing and provides 9 P System Wireless Controls era EKT-0TOY Dimming leads extended to homing ededor LLC- LimeLight Integral Wireless Radio Control by Lutron' L •Designed to mount to square or round aVallablg. quick&easy access to the electrical ALSC-ArLink Synapse Camrd System CR7P-?Pin Control Rece ode ANSI C136.41' p IMSBT7-Integral BluetoothTM Motion and Photocell Sensor LLC41-Limeli tat Integral Wirewss Radio Cmtrd and PlRMo6oN 9 g Daylight Sensor by Lutron 8-15' got heighN M poles. • O-lOV dimming (70%-100%) standard. compartment. ALSCH-AirLink Synapse Control System Ham/Satdite' 18-24' MNY Daylight Limelight Integral Wireless Radio Cordrd and PIR MotkN i • Fixtures are finished with L51's DuraGri ' o P •Standard Universal Voka a 120-277 Vac 9 ( ) • Included terminal block accepts u to 12 a. 4'p P 9 ALSCS02-Airtink Synapse Control System with t2- atelro it Senor S/naD Ys ALSCHS02-ArLinkS Synapse sum Host 12-20'Mafian Sensor' ynas Sy IMSBT2- Integral BuetoothTM Molim and Photocell Sensor a9Y Daylight Sensor b Lmron 1633' rat he' hit 9 order coat finishing process. q polyester Po ng P Input 50 60 Hz or optional High Voltage P / PI g 9 wire. ALSCHSO4-ALink se Control tom with 2P4O Motionit Sensor Synapse System 25-40'MH' I ) LLC53-Limeli tat Integral Wireless Radio Cartrd and PIR MotlorV 9 9 - The DuraGri finish withstands extreme u P 347-480 Vae . ( ) • Utilizes traditional drill item 83 � ALSCHSOB-ArLinkS .Control sum Host with 2440'Modan Sensors Begun Type Photocells NMPs Sy Da Senior b Loan 31-0D' rat he' hit N9M Y g C weather changes without cracking or •LBO Calculated Life: >IOOk Hours (See for easy fosterling of LSI products. fast p ALBCSI- ArLink Blue Wrewss Moum&PIIdO Smsor Commller (8-24'mouming hdghtl PC1120-120V n peeling. Other standard L51 finishes Lumen Maintenance on Page 5) ALBCS2-Ai-ink Blue Wireless ModgiBPhdo Sensor Cordroller(2549 mounting [Light) PCI20B 217-200.277V available. Consult factory. • Total harmonic distortion: <20% drawing on page 9) PCO47.31N Accessory Ordering Information] J • Shipping weight: 37 Has in tartan. • Operating temperature: -40°C to +50°C Warranty 7 Optical System of (-40°F to +122°F). 42L and 48L lumen • LSI LED Fixtures carry a 5-year warranty. - Packages rated to+40°C. • State -of -the -Art one piece silicone optic • Power factor: >.90 Listings D sheet delivers industry leading optical 7 • Input power stays constant over life. • Listed to UL 1598 and UL 8750. u 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 0 component. operation (per ANSI/IEEE C62.41.2). temperature selection. t • Proprietary silicone refracttics provide P y coor P • Hi h-efficac LEDs mounted to metal -core g Y mo •Title 24 Compliant; see local ordinance for ,� exceptional coverage and uniformity in DES circuit board to maximize heat dissipation qualification information. 2 Types 2, 3, SW, FT, FTA and AM. A S'I' ti I to ' I d II • Components are fully encased in potting t I f D ' •Suitable for wet Locations. Control, M...Wm Dampgun OrderXumberan PC12D Photocell for use with proportion 112OVY 122514 PC208-277 potmallor umwnh CR7Poptan(2WV,2WK 2271rr leads Twat Lack Phdwell (347V) for us Mth CRi -- 122516 Twat Lock Photocell H90Lg fa me Mm 01I 1225180 AlrLim 5 Pin Tdd Lock Codaoller- W1401 AULInk 7 PIn W9 Leck Commller' 0141D PMO82424V Pol.Zuntetl Ocwpmy Slmmr pm 0932WLR Stddlrg Cap for use din CR7P 140M • I (cone op ca ma rla ces n ye ow or ma rota or moisture resistance. river 0 • IP66 rated Luminaire per IEC 60598. 0 crack with age and provides a typical light complies with FCC standards. Driver and o • 3G rated for ANSI C736.31 high vibration Fnmg Opus" Smemmp oNle a transmittance of 93%. key electronic components can easily be applications are qualified. � • Zero uplight. accessed. Oaedption Order Number Mirada Small J • DesignLights Consortium• (DLC) qualified Slydle Fusing Hew) MlreGa Metllum a • Available in SOOOK, 4000K, and 3000K Controls product Not all versions of this product color temperatures per ANSI C78.377. Also Slope Fusing (2771G MlWaume see Smaldlre may be DLC qualified. Please check the DLC see Fusin • Optional integral passive infrared Y q g Available in Phosphor Converted Amber P P Doubts Posire (20BM, 24oV1 Accessary cui-ae Zone Metllum Gu_d• 9 k Sluetooth'" motion and photocell Qualified Products List at www.designlights. ooubw Pos nil (4BOV) z u L with Pea intensely at 610nm. sensor (see page 9 for more details), org/QPL to confirm which versions are u •Minimum CRI of 70. Fixtures operate independently and can qualified. 3 • Integral louver (IL) and house -side shield be commissioned via iOS or Android • Patented Silicone Optics (US Patent NO u (Ili) o lions available for ice roved = P P configuration app 10,816,165 82) E_ backlight control without sacrificing street . LSI's AirLinkTM wireless control system • IKOS rated Iuminiare per IEC 66262 >5 side performance. See age 3 for more P P options reduce energyand maintenance mechanical impact code > details. I costs while optimizing light quality 24/7. Specifications and dimensions subject to G <see page 9 for more details). change without notice. onamtire A.....".. Bnalpnon Oder NumMin unlumd MountingBracka, Ad]oodde Slip Flier Z'- 2 3m"Tenon) 684616CLR 688138CL17 Horizontal Slip RrMn (2'.2375 Tenon) Quick Moum Relegation (Square Pole) 652761CLR 6S70731zN Quick Model PoleBracket (45' Round Pale) 15 Tilt 0u1ck Mount Pole Bro nht (Squaw Pole) 6W9WCLR 6BBm3cLR 15 T➢1 Quick Mount Pole Bracket (4-5" Routs Pool 689mcm Wall Moum Brace waled Pow aakel pi' Mlnlmum Pow ournewd 382132CLR 751219CLR 00ml oAe iMis BeApaon Order Numbon Iragrd Lommleaw 69Wm ranged Real See SBMe 743413 1D'Limar Blrd SpIMMIXIIecammendedmrLuminalm) 751W2 one ge Double Fusing 611m Medium FOOTNOTES: Z Accessories are shipped separately and field installed. 1 Custom lumen and wattage packages available, consult factory Marcos are within irdustry A. Factory installed CR7P option required. See Options. standard tolerances but not DLC listed. 9. "CLR" denotes finish. See Finish options. 2 Not available with SW distribution 13.0nly available with ALSC/ALSCH central options. i Consult Factory for availability. 11. Fusing must be located in hand hole of pole. Sae Fusing Accessary Guide for comparability. 4 Not available er Hat 12. Only available in 9L and 12L Lumen Packages. Consult factory for lead arms and availability. 6 INSET is field configurable via the LSI app that can be downloaded from your smartphane s native app store. L Control device or shorting cap must be obas etl separately. See Accessory Ordering Information. y LSI Medllstdm Dina. 10000 Alliance �. Gncinna8, ON 45242 • www.taimrp cgm Thomson Hams & OD_ Ise }( LSI Industries Inc. 1000fl Alliaxe Rd. Clrrelnnatl, OH 45242 • wwwJsloarpcam Page 2/9 R. t�Igr21 0 l L (513) 372-3200 • @2020 LSI Industries tau. All Rights Reserved. Specifications subject to change without notice. e50S Bell CmA Road, SoiteB TW (513) 372.3200 • 02020 1_51 Industries Inc All Rights Reserved $eclfior8mm subject to change wiNwset notice, SPEC.WS.A.0620 rI Mth caoiok val, VA 23116 onS4H LIGHT FIXTURE CUT SHEETS 3 NOT TO SCALE Catalog►: MRM4LED-IBLSILal1NV4]M-30-70CRi-BRZ4L Pregi PREMIER CIRCLE Prepared By: Date: Typo: SaH 0 Mirada Medium (MRM) Outdoor LED Area Light Q oli�- e-h =(9)W IP66 IK08 LIFTED 7w:w 7.000 - 4ACIDO ge48.401QUICK LINKS ge(LPW) 117-160 g) 30(13.6) Ordering Guide Performance Photometrlcs Dimensions FEATURES a SPECIFICATIONS Construction Electrical Installation • Rugged die-cast aluminum housing • High-performance programmable driver • Designed to mount to square or round contains factory prewired driver and optical features over -voltage, under -voltage, short- poles. unit. Cast aluminum wiring access door circuit and over temperature protection. .single fastener secures the hinged door. located underneath. Custom lumen and wattage packages underneath the housing and provides • Dedsi ned to mount to square or round g q available. quick & easy access to the electrical poles. • 0-10V dimming (10% - T00%) standard. compartment. • Fixtures are finished with LSI's DuraGri ' p • Standard Universal Voltage 1 20-277 Vac g ( ) • Included terminal block accepts up to 12 ga. polyester powder coat finishing process. Input 50/60 Hz or optional High Voltage The DumsGri finish withstands extreme p ( 347-480 Vac). wire • Utilizes LSI's traditional 3" drill pattern 83 weather changes without cracking or • L80 Calculated Life: >1001< 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% a Shipping weight: 37 has 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 pieta 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 ANSLAEEE C62.41.2). temperature selection. • Proprietary silicone refractor optics provide • High -efficacy LEDs mounted to metal -core • Title 24 Compliant; see local ordinance for exceptional coverage and uniformity in IES circuit board to maximize heat dissipation qualification information. Types 2, 3, SW, FT, FTA and AM. • Components are fully encased in potting • Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver • IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and • 3G rated for ANSI C136.31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium" (DLC) qualified • Available in 5000K, K, 4000 and 3000K Controls product. Not all versions of this roduct P P color temperatures per ANSI C78.377. Also P • Optional integral passive infrared may be DLC qualified. Please check the DLC Y Available in Phosphor Converted AmberBluvy motion and photocell Qualified Products List www.designlights. with Peak intensity at 610nm. sensor (see page 9 for more details). sensor (see is org/QPL to confirm which versions are carg • Minimum CRI of 70. Fixtures operate independently and can qualified. a Integral louver (IL) and house -side shield -Mcommissioned via iO4 or Android •Patented Silicone Optics (US Patent NO. (Ili) options available for improved configuration Epp 10,81636S B2) backlight control without sacrificing street • LSI's AirLinkTM wireless control system • IKOB rated Iuminiare per IEC 66262 side performance. See e 3 for means P page 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. Oft LSI Industries Inc. 10000 Alliance Rd. Cincinnati. OH 45242 • www.lsicorp.com (513) 372-3200 - 12020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SM LIGHT FIXTURE CUT SHEETS NOT TO SCALE Ca181Ug ►: MRM-LED-IBLSIL-6W-UNV4[)IM30-7aCR1-BRZ fa Plepuw By Oda: _ Mirada Medium (MRM) Outdoor LED Area Light t",' - � C an IP66 IKOB 'aH ,. Lumen Package 1 7.000-48.000 Wattage ttag roil 48.401 Efficacy Range (LPW) 1177 - 78D Weight Ibs(kg) 1 30(13.6) FEATURES 8e SPECIFICATIONS QUICK LINKS ID Mirada Medium Outdoor LED Area Light ORDERING GUIDE Rackto Quick Unks TVPICALDROEREYAMPLE: MRM LED 36L SIL FfA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaim SLIM Lumen LIy Prefix SLIM Package Output Distribution Orientatlonr Voltage Driver MRM Mirada UB 7L.7,000ims SIL Silicone la 2-Type 2 (blank) - standard Urd UvemalVobge(120.277V) DIM a1W Dimming (010%) 91.-9,000Ims 3M Type L. Opera related left HV-High Vdage(347.48(PI) 12L-ISODO Ims O has 18L t$OO MV-Type 5 Woe R- Dories rotated right / -24,W0 has FT -forward Throw 30L-3$000 has FTA- forward Throw Aulomotrvl: 36L-36p00 has 42L-42,0001T: AM- Automotive Merchandise 48L-4B,m0Ims Cud= Lumen Packages' ColarTemp Color Rendering Finish Options 50-5,000 CCT 70CRI 70CRI BLK - Back (@Ia Ii or& 40-4,000 CCT M Dark Bnyve 30 3.Ili- Integral Houseside Shalda 0000 CCT GMG-Gun Metal Gray IL Integral Louver(Sharp Spill Light Cutoff)' AMC - Phosphor Convened Amber" CPT - Graphite MSV - Metric Silver PLP - Platinum Plus SVG - Sure Verde Green WHT - While Central, (Chame One) (Blank) -None nand -Alone Controls amen Limelight ConsoleBIT-D-IOV(!mm' Wireless Controls system leads extended to homingededor LLC-LimeLi ht lee ml Wireless Radio Conrad by Lutron' ALSC - Ai Link Synapse Control System CR7P- 7 Pin Contrd Reception ANSI C136.41 LLCS1-Limelight Integral Wueless Radio Carl and PIR Motion/ ALSCH - AirLink Synapse Control System Hass/Satdite' IMSBT7- Integral Bludo rth"v Motion and Photocell Slower Daylight Sensor by London 8,15' mt heighN AISCS02-AirLink Synapse Control System with 12-20'Mobon Sensor (5-24' MHY LLCS2-Limelight Integral Wireless Radio Cmdml and PIR MotiaN AISCHS02-ArtarkSynapse Contrd stem lost/Sai with 12-20Mobm Sensor' IMSBT2- Integral BustonthTM Motlm and Photocell Sensor Daylight Sensor by Lutron 16,30'mt might ALSCSO4-NrLink Synapse Control System with 20-40' Mellon Sensor 12640' MH)' LLC53-Limelight Integral Wireless RadioClxrtrd and PIR MotiorJ ALSCHSO4- Atink Synapse Control! System Host /Sellite with 20-40'Moban Sensor s BmmnTvoe Photocells Daylight Sensor by Lutmn 3140' mt hegh1i ALBCSI- Aitink Blue Wireless Motion& Photo Sensor Cementer (8-24'mouming hdght) PCH2O-12UV ALBCS2- Wrl-ink Blue Wireless Motion& Photo Sadism Confuter 2540'mounBn9 Ia 9ht ) PCgOA-277-20B-27N PC(497-31N Accessory Ordering Information' I Canbob Aaaarla Omdpeon Order Number' PC120 Phobseall for use with Canniness (IPWI• 122514 P13201-277 Parameter usewlth CR7PopMn(2WV,24W milts IM15 Twist Lack Phdocell (347V) far use with CR7P' 122516 Twatlsck Phdacdl (4801) for me mirth Cali Iga1B0 AkLlnk 5 PIn odd LWAcandreforl W1409 AsLlnk 7 Pm Twist Lock Comraller' W1410 PMOSZ424V Nis -Mounted OcwFem7 Sim or (44V) W32B4CLR Sudden Cap for we din CR7P 149328 living Amon as I Shielding Optlms Omdpeon Order Number IBrndasmdl B le Wsln 1 lop g (2mg Mirada Medium S le Fusin 2] nit AI 7LgMlratla toe s m e cn' iang Bee Fusing Doubts Fuslrg (2WY, 29ag Zone Metllum Guide Arressery r_.uido_ Ooubw Fuslre (/80✓1 Zone loge Mountain Aerased=' °I onedpoon Oder Number" Onhe and Mundane Bracket 684616CLR Aljmele Slip Fiber (T.2 3m"Tenord 68813 Nertanal Slip filar IT- 2318Tenn) 652781CLR Mew Mount P06 Brooks (square Pole) 68707311R OeMr 1 Moum Pole Bn ot45'Round Pale 6899WCIR Isla Oddc Mount Pole Brachl (Squaw Palo) OBBOWCIA 11TM Quick Mount foie Bmcket(45"Round Poi MNNMBCLR W41 Moum Brace 312132AA 91Vnd Poa aacle w Mhtmum Pokomnled 751PIMAA NMeellanoweAeensodn Berl tan Wdwmmiw Deal Ile mLmmaN �a ingwM msaeDMU tarns Mums, Bird Sphe lot(3'Bxammeraed mrt.uminaire) isim Double Falls NAn Slice Medium FOOTNOTES: Z. Accessories are shipped saparatalyand field installed. 1. Custom lumen and wattage pacagw•vilable, consult factory Values ail within industry S. Factory installed CR7P option required. See Options. standard tolerances out not DLC listed. 9. "CLR" denotes finish. See Finish options. Z Not available with SW distribution 10, Only available with AlSC/ALSCH control options. 3. Consult Factory far availability. 11. Fusing must be locatedptabi in hard hole of pole. Sea Fusing Accessary Guide for comulity. 4. Not available in HV 12. Ony available in 9L and 12L Lumen Packages. Consult factory for lead time and availability. 5. INSET is field canfigumble via the LSI app that can be downloaded from your snearphone's native app, sides. 6. Control device or shorter, rap nest but seemed separately. See Ac asmry Ordering Informinon. Thermal Hands Be Co., Ire (/���yy Lot Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • vvwwAsicoopeom Page 2/9 Rev. 12/14/21 9505 BeB CimA Bead, SNeB 'ice (513) 372.3200 • 02020 LSI Industries Inc. All Rights Reserved Specifications subject to change without notice. 5PEC.1045.A062o i l M bsab, VA 23116 Project: PREMIER CIRCLE Type; S5D Ordering Guide Performance Photometrlcs Dimensions Construction Electrical Installation • Rugged die-cast aluminum housing • Nigh -performance programmable driver • Designed to mount to square or round contains factory prewired driver and optical faatures over -voltage, under -voltage, short- poles. unit. Cast aluminum wiring access door circuit and over temperature protection. . .single fastener secures the hinged door, located underneath. Custom lumen and wattage packages P 9 underneath thelossoand provides housing • Designed to mount to square or round available. quick &easy access to the electrical poles. • O-IOV dimming (10%-100%) standard. compartment. • Fixtures are finished with LSI's DuraGri P • • Standard Universal Voltaga 120-277 Vac e ( ) • Included terminal block accepts up to 12 go. owner coat finishing recess. polyester P 9 P Input 50 60 Hz or optional High Voltage P / P 9 tag The DuraGri finish withstands extreme P 347-480 Vac . ( ) wire. • Utilizes LSI's traditional 3" drill pattern B3 weather changes without cracking or • L80 Calculated Life: >100k Hours (See for easy fastening of L51 products. (See pealing. 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 +40°C. • State -of -the -Art one piece silicone optic • Power factor. >.90 Listings sheet delivers industryleading ci tical g P • Input power stays constant over life. P P Y •Listed to UL 1598 and UL 8750. control with an integrated gasket to provide • Field replaceable IOkV surge protection • Meets Buy American Actrequirements.dents. IP66 rated sealed optical chamber in 1 device meets a minimum Category C Low • IDA compliant; with 30000KK 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 covers a and uniformity in IES P 9 Yqualification circuit board to maximize heat dissipation information. Types 2, 3, SW, FT, FTA and AM. • Components are fully encased in potting • Suitable for wet Locations. • Silicone optical material does not yellow or material for moisture resistance. Driver •IP66 rated Luminaire per IEC 60598. crack with age and provides a typical light complies with FCC standards. Driver and . 3G rated for ANSI C136.31 high vibration transmittance of 93%. key electronic components can easily be applications are qualified. • Zero uptight. accessed. • DesignLights Consortium- (DLC) qualified • Available in 5000K, 4000K, and 3000K Controls product. Not all versions of this product color temperatures per ANSI C78.377. Also • Optional integral passive infrared may be DLC qualified. Please check the DLC Available In Phosphor Converted Amber P Bluetooth" 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 !OS or Android •Patented Silicone Optics (US Patent NO. (Ili) options available for improved configuration app 10,816.165 B2) backlight control without sacrificln stroet g g • LSI's AirLinkTM wireless control system • IKOS rated Iuminiare 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. at L81 kadu'strtm dmc.10000 Aponte Rd. Cincinnati, OH 45242 • w .Isimrp.mm (S73) 372-3200 • C2020 LSI Industries Inc. All Rights Reserved. Specifications su opect to change without notice. S5D LIGHT FIXTURE CUT SHEETS NOT TO SCALE (a Mirada Medium Outdoor LED Area Light ORDERING GUIDE Back to Quick Links TYPICAL ORDER EXAMPLE: MRM LED 36L SIL FfA UNV DIM 50 70CRI ALSCSO4 BRZ IL Luminaim Light lumen UppM Pmfix Smote Padege 0ZIA Distillation OrionWon' Voltage Driver MRM Mirada UU 7L-7,000hm SIL Silma 3 -Type 2 (blank) - standard UNV Universal Voltage 1120-2Tm UIM G-1OJ Dimming l0-10%) 9l- 1tras 18L-12ro0Yna 8-Typer3 L- Dotes mated left HV- High Volage(347d80V) F18L 1$000lens ®pyge5Wde R- Optics rotated right90• -24AGO lens Fr- forward Throw 30L-3D,DOO lens FTA- Forward Throw Amamdhe 36L-3G,000hns 42L-42ADO lens AM- Automotive Merchandise 48L- 48,000 has Cudan Lumen Packages' ColarTemp Color Rendering Finish Options 50.5000 OCT F70-CR-11 70 0R BLK - Back J_ L_Bla9_as k -N e 40.4,000 OCT BRZ Dow Bmea [E]3,000 CCT GMG -Gun Meal Gray Ili- Integral Houseside Shield' GPT -Graphite IL Integral Louwr(Sharp Spill Light Cmoftle AMB - Phosphor Converted Amber" MSV - Mod to Silver PLP - Platinum Plus SVG - Sam Verde Green WHT-White Cnemis (Chain• One) Merril- None Stand -Alone Controls Lubl n Limelight Controls Wireless Controls System EXT-0-toy Dimmig leads extended to homing exterior LLC- LimeLight Imegml Wireless Radio Control by Lutron' Aiteleu LinkSynapse Control System An-innk CR7P- 7 Pin Control Rempbde ANSI C136.41' LLCS1-Limelight Integral Wueless Radio Cmlyd and PIR MoticN ALSCHLSC Synapse Control System Had/Satdite' IMSBT(- Integral BluetodhTM Motion and Photocell Sensor Daylight Sensor by Large 8-15'mt heghe ALSCS02-AirLlnk Synapse Control System with 12-20'Motlon Sensor (8.24'MHY LLC52-Limelight Integral Wrexss Radio Control and PIR Motion/ ALSCHS02- Ant -Link S Synapse sum Host /Satelite with l2-20 Mogan Sensor' Yes Sy IMSBT2. Integral BuetoothTM Mote and Photocell Sensor Daylight Sensor by Lmon 1G30' mt height' ALSCSO4 - ArLink se Control tom with 2440 Modon Sensor Synapse System 254O MH LLC53-Limeli Limelight rill Wireless Radio Control and PIR Motion/ 1 Y 9 e9 Daylight Senior b Lmron 31-00 rat he' tali Y g a ALSCNSOB- ArankS Synapse sum Hod/Satelrte with 20-40 Mown Sensor BuagnTvoe Photocells ynir Sy ALBCSI- Blue Wireless Motion& Pinto Sensor Cedmller(254' m PCH2O277- kiink ALBCS2-AirLink Blue Wireless Motif&Photo Sensor Commller 12540'mounkrg mourning [thigh lxrgM) PCg062n-2OB-27N PCOG-347V Accessory Ordering Information' Mamllre Aeramdea' oaeripeon Oder Number' Controls Ammonites onmpaon Order Numbed' untanned handling Bracket 684616CLR Adjustable Blip Rner IT- 23m"Tenon) 688138CLR PC120 Photomllfor um with preparation I12W INS14 P020&277 Photnmllfor usewm CR7PopMn(MIM,,M 2T1Vr IM15 Twat Lack Photocell(3471) far userim ORTP• 122516 Margaret Slip After (T-23r8'Tenon) 652761CLR Twat Lack Phohdell login) bar uawlm ORTP° 1221180 Blow Moum Palo Brooks (Swiss Pole) 687073CLR AIri-Ink 5 Pin TMd Lock COWOIMF 1 014M sew Mount Pole goods! (45' Round Pale) 6899WCLR I$Ut Quidc Mount Pole Bill (Square Pole) 68MCLR AKIN, 7 Pin odd Lock Comraller • W1410 15 Tit Quick Mount Pole Border(4-5"Round Pole) 6899WCL11 PMOS2b24VPole-Mounted Owuannr5lerpM 9932WLR Btdnlrg Cap for me doh CR7P 149M Wall Mount Brooks 382132CLR VAod Pow aadml I6" MMlmum Pob gamwd 7512"LR Fain Opinion Shielding Options e Description order Wall Mlratla Small Sal Fusing (120V) Mirada Medium Single raising 1277M Mirada lame fliessElialunifiras Doubts Fuehg(2WY, 29BIg Sot Fue„em Zone Medium Came A® GWd• Double Fusing (4804 Zone Large Double Fusing (UM Slice Medium M Meellanema Aeeatorin BenNlon Order Nmmff IrmBmll-oweraMW B9WM Irmgrmleum See 6nbe 74MS 1011mar Bird Spike Nlt(T Recommended per Luminaire) ?Sim FOOTNOTES: Z Accessories are shielded se ratan and field installed. pee w Y 1. Custom lumen and wattage packages available, consult factor, Varcea tee within industry a Factory installed CR7P option .option Sae Options. s�dard tolerances but not DLC listed. to "CLR" denotes finish. bee Finish options. 2 SW mistn Aid tA options. 11. f alit, 3. Consult Factory roc availability. Consulavailable Factory FusingOnly born in hand holeLSCH ofcontrol must located in hard hole of Fuzing Accessory Guide for comparability 11. Fusing must 4. Not available in HV e i Packages. Co 12. Only available in 9L and 12L Lumen Packages. Consult factory for lead time and availability. 5. IMSBT is field configurable via the LSI app that can be downloaded tram your smartahane a native app store. 6. Control device or shooting cap must be oNeetl separately. See Accessary Ordering InformMion. Titanium Harris &Ca., IncAm LSI Industries Inc. 1000OAlliarue Rd. Cincinnati. OH 45242• woemlalcmrpeerre 513 372.3200 • 02020 LSI Industries Inc. All Rt tat$ Roa arved 'flo8one su ' ct to ore a wi8,ut notice. R505 Ball Crrxt Bead SgeeB { ) 9 ng Spect t>3a L&rLapiosille VA 23116 Page 2/9 Rev. 12/14/21 SPEC1045.A.0626 LTH OF� ';j C44 U {�1e N1 DONDI No.001379 . 1 / 110912022 M F O par,O N pi N c o > F W v E _ U W 3 Q LL o 3 LL = J-1 ro ti 2 W = M Q� J U W wJ-� H+ Ch d o N •z- 4 �O 3 X Q J CC Q! gj LL 0 4 c 7 S c to v N = U > uur c o rn N Ue `1 M a 7 m � �� 7Y C) 2 (.9 7) Of F 0 W > W_ 2 U Q z O > Of Z) O Z o )� H I - a Z U IZD n O (f) 2 U W O Z O ZZ Z Cli C)� U > Z W W W LU O 2 U a a I- ti � ', J V) Q J Q Z Zt ti � W "O\1 F-ti O Q ry O ti ti DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. BONDI SCALE N/A W J U 1--el U W 1-5� W 0. = U I- V / LU UJ ,2 V / n U (l'7 V Z Fir (2 V Fir J W ^F v / JOB NO. 46555 SHEET NO. L4.0 12 air in c m d 0 in re 3 0 0 a a m a0 0 in 3 a c L in as f no c 0 m 3 c a a 0 U od0 o Of rn �Z a0 0 � T­ E0 a c C.) ad a u c 1 i7 rn 3 z to 0 v � Ca. F m 0 o d 0 a$ o .3 a dom va m 3 on U c � o a U 2 d rn ad c MU c o N E Uc M 0 D O - a E N a m a 2 3 0 � w o m t a 2 cN f c in 0 c U am 0 0v m E �_ L fA Steel Poles Square Straight 9F 413 SIFjME YL IMTEYa6 t FEATURES t SPECIFICATIONS Catalog # : 4S083-S11 G-29S-BRZ-4BC Prepared By: QUICK LINKS Project: PREMIER CIRCLE Date ORDERING GUIDE Ordering Guide Configurations Dimensions EPA Pole Shaft Ground Fault Circuit Interrupter Pole Vibration Damper • Straight poles are 4", S", or 6" square. • Self -testing Ground fault circuit interrupter • A pole vibration damper is recommended in • Pole shaft is electro-welded ASTM-ASOO 1s 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 2-31W • Every pole is provided with the DuraGripe poles are more susceptible to destructive O.D. high -strength pipe. Tenon is 4-3/4" in Protection System and a 5-year limited vibration if a damper is not installed. length. warranty: • When the top -of -the line DuraGrip® Plus Listings Hand -Hole Protection System is selected, in addition to • UL Listed • Standard hand -hole location is 12" above the DuraGrip® Protection System, anon- " BAA/TAA Compliant pole base. porous, automotive -grade corrosion coating is applied to the lower portion of the pole • Poles 2T and above have a 3" x 6" interior, sealing and further protecting it reinforced hand -hole. Shorter poles have a from corrosion. This option extends the 2" x 4" non -reinforced hand -hole. limited warranty to 7 years. Base Determining The Luminaire/Pole • Pole base is ASTM-A36 hot -rolled steel Combination For Your Application: plate with a minimum yield strength of • Select luminaire from luminaire ordering 36,000 psi. information • Two-piece square base cover is optional. • Select bracket configuration if required Anchor Bolts • Determine EPA value from luminaire{ bracket EPA chart • Poles are furnished with anchor bolts featuring zinc -plated double nuts and • Select pole height washers. Galvanized anchor bolts are • Select MPH to match wind speed in the optional. application area (See windspeed maps). • Anchor bolts conform to ASTM F 1554-07a •Confirm pole EPA equal to or exceeding Grade 55 with a minimum yield strength of value of luminaire/bracket EPA 55,000 psi. • Consult factory for special wind load Ground Lug requirements and banner brackets • Ground lug is standard. Duplex Receptacle • Weatherproof duplex receptacle is optional. PICAL ORDER EXAMPLE 4SQ B3 S11G 24 S PLP DGP Steel Poles - Square Straight Back to Quick Links Pole Moudillg Mounting Pole Series Mettlotl materialHeight' Configuration Finish options 430 4"x4" Square StraightPole H Ball -On Mould'- See pole selection guide S11G 11 Ga. Steel 6 Single/Parallel BRZ Brume GA- Galvanized Anchor Bolts 5SO-5"x5" Square Straight Pole forpattemsand fodummatches. (4SQ and SSO a* 16 0180-Double BLK-Black SF -Single Rood' BSO-6"x6" Square Straight Pole BS-5"Treditional Orillin Pattern A D90-Double S07G-07 Ga. Steel 12 DN90-Double PLP - Platinum Plus DF-Double Rood' DGP- DumGripe Plus E 3" Reduced Drilling Fallen 17 ran -Triple WH7-White LAB-LessAmhor Bolls B2-2" Reduced Drilling Pattern 19 TNt20-Triple SVG-Satin Verde Green CR)x-Conduit Rarewey' 16 OW-� GPT-Greph6e 16 All Metallic Silver T - Tenon Mount- See pole selection guide 1T N-Temn Mount MA-ABemate Brame for tenon and fomrmbracket matches. 17 6" (Shrdxrd lerron Standard SFand OF i6 sia,s2-3(B O.D.) pole preparations 2T are located 3/4 of the 27 6• height of the pole from I - No Mounting Hales' - Use with: • BKA4ISF & BKA5ISF as the base, except on • BKA X41SF & BKAX51SIF 2C 20' poles. Maximum a' height for SF and DF pole preparations on 2F 20' poles is 13' from 26 the base. Sir 32 39 39' Height Restriction, Consult Pale Selection Charton opposite page Accessory Ordering Information Description eMrlwide allies DesrrrPBoe Order Number 400 1 4"Square Baze Cwer 1P2559C1A Wbation 6wrrpr-4'Squan Pde(hdlm moudady) 1M39 5BC-5"Sgwre Base Cwar 1225610A Wbation 6wrrpr-T Seen Pole (hd[ur moudmy) 1M30 BBC-6"Square BwseCwer 12258YAA Wbation 6wrrpr-T Seen Pole (hd[ur mood mty) 178361 ER2-WeaNeryroof Duplex Receptacle 1PZSdBCm GA -Ground Fault Cimuit interrupter 12/Sbima MH5- mounting Hole Rugsforuse with 5'traditional drill p hom(3sad3plegs) 132336 MH3-mounting Hole Rugs kr use with Traduced drill patfem(3ffid3plugs) Mill MH2-meunting Hole Rups for uce wb2'reducedddlpolem(3mhd3plW) TlSB11 FOOTNOTES: 1 - See Area Light Brackets - 3" Reduced Drill Pattern and Area Light Brackets - 5" Traditional Drill Pattern spec sheets. 2 - Pole heights will have +/-1/2" tolerance. 3 - See Flood Lighting Brackets section for choice of FBO brackets. 4 - CR selection must indicate required height and side of pole mounting location. Mounting template required at time of order LSI Industries; Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • wwwAsi-industries.com Thomas Harris & Co., Tue. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • wwwAsi-industriescem Page 2/5 Rev. 04/02/21 (513) 372-3201) • C2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. 8505 Bell Creek Road, Suite B (513) 372-3200 • a)2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. SPEC.1070.A.0920 Mechanicsville, VA 23116 LIGHT POLE CUT SHEETS NOT TO SCALE 00 DRILLING LOCATIONS Sides A B C D Hand -hole X Single X D180 X X D90 X x DN901 T90 X X X TN120a Q90 X X X X QN90a Single FSO X Double FEB X X FIXTURE CONFIGURATIONS Side "C" Side "D" Side "A" (Hand -hole Side) Steel Poles - Square Straight k�L"".7�:i4r133 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 -Taro locations will be 45'to the left and right of Side "B" 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 DF pole preparations on 20' poles is 13' from the base. �■ Single 090 DN90 D180 Parallel T90 TV 20 ON90 090 BOLT CIRCLE 4" (102mm) square 6'(127mm)square 5"(127mm)squaN 6"(152mm)squaN 10-1/9'(257mm)sq. 10-118"(257mm)sq. 10-1/B"(257mm)sq. 12"(305mm)sq. 11"(279mm) Vila. Bolt Cinle ll'(27enm) Ule. Bell Chile ll'(279mm) Ula. Bolt Circle 12' (305mm) Bit. Bolt Circle Bait Circle Designator B C D slow Slotted Slotted Slotted Bait Circle 8'-11'(203mm-279mm) T-11'(229mnr279mm) T-11'(229mm-279mm) 12'(305mm) Anchor Bob 3/4' x 36 Nirx 36 1'x 36' 1'x 36" Size (19mmx762mm) (19mmx762mm) (25mmx914mm) (25mmx914mm) Anchor Bait Projection 3-1/4' (83mm) 3-11M' (23mm) 4' (102mm) 4' (102mm) Base Plate Opening 3-5/6 4W 4£/8/6 5-5IB' for Wireway Entry (92mm) (121mm) (117mm) (143mm) Base Plate 10-1/8'sq.xXerthle 10-1/6sq.x3/4'thk 10-1/Esq.x1'tllk 1Tsq.xl-1/8'thk. Dimensions (257mmxlgmm) (257mm x 19mm) (257mm x 25mm) (305mmx29mm) Pole Gauge 11 1 11 1 7 7 Note: Base plate illustrations may danger wilhout notice. Do not use for setting anchor bolts. Consult factory for the appropriate anchor bell template. 00 PRODUCT DIMENSIONS SIT - N= 2-3/8" (60mm) O.D. z4-3(4-(121mm) Tenon (2.4m-11.9m) Hand -hole SF - Single Flood 12" Pole Preparation (305mm1 Optional Standard Base Coverno Projection 4) nchor Bolts Foundation L By Other Bolt -On Mount 2-Bolt Pattern B2 L TOP OF POLE 0.40 2.50 0.75 0.40 1.00 1.00 2. B3 Steel Poles - Square Straight Back to Quick Links SHIPPING V28GH13 4'002mm) so. 11 Gin. is approximately 750 lbs./ft. 4'O02mm) sq. 07 Ga. is approximately 10.00 lbs./ft. S(127mm) sq. m Ga.'s approximately 9.00 lbs./ft. Sacarmm) sq. 07 Ga. is approximately 12.501bs./ft. 6'(LShmm) so. 07 Ga. is approximately 15.40 lbs./ft. Andy Bolts (AW x 307(19mm x 762"xn) 1516s. (71,g)/set Andy B"Its D' x 36-)(25mm x 914mm) 30 lbs. (141g)/set fB5 L TOP OF POLE 1-7 0.513 ICI 2.50 TYP 0.750 1.50 I i 0.563 3.13 I I I LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industriescom Page 3/5 Rev. M/02/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industriescom (513) 372-3200 • ®2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice SPEc.1070.A.0910 (513) 372-3200 • Ci2020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice LIGHT POLE CUT SHEETS NOT TO SCALE WIND SPEED Steel Poles as 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/foetlne combination is used to support any other items such as flags, pennants, or signs, which would add stress to the pole. LSI Industries cannot accept responsibility for harm a damage caused in these siWations. NOTE: Pole calculations include a 1.3 gust factor over steady wind velocity. Example: poles designed to withstand BD MPH steady wind will withstand gusts to 104 MPH. EPAs are for locations 100 miles away from hurricane ocean lines. CormaN 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 POIF Mg.0e1g11 LenAth (a) WOUTIaL �) HIS BesgWmBile B„ 118�91 lute mm mm Ism imm nation lmm 1B0 RPN 4'x1t-gix12 12 11 B &-11' 0.75 13S 125 Its 92 75 83 52 4.3 3.6 4'x11-gax14' 14 11 B F-11' M 101 95 65 89 &4 4.4 3.5 27 2.1 4'01-gex16' 16 11 B a-11' 0.75 82 72 BA 49 39 29 21 1.5 1.0 Cxll-gax18' 18 11 B 6-11' 9]5 63 54 43 3A 24 1.6 1.0 0.4 Na 4'xll-px20' 20 11 B T-11' D]5 46 19 32 21 12 QB M M M 4'x11-gl 22 11 B T-11' O]5 79 flE 5] 42 39 29 12 0.5 Na 4'x11-gax2f 24 11 B T-11' on a0 &1 43 a 19 D9 we M Nei 4'x11-gax26' n 11 B T-11' IUS /& 17 all 12 117 M M M nle 4'x7-gex14' 14 7 B V-11' on 183 1U Ito 122 10.2 65 7.1 5.9 5.0 4"x7-gax 16' 16 7 B T-11' on 142 132 111 95 79 83 5.2 4.2 3.4 4'x7-gax18' 1B 7 B a-11' 0.15 its His 93 7A 59 4A 16 28 21 Cx7-gax20 20 7 B 6-11' on98 M ]A 52 13 32 2.3 1.6 0.9 4'x7-gax22' 22 7 B V-11' 0]5 7] as &7 42 39 29 12 0.5 M 4'x7-gax24' 24 7 B 6-11' 10% RO 51 43 a 19 119 M M Na 4'x7-pxM 1 26 7 B C-11' 0.75 19 17 a9 11 0.7 M M M M 4"x7-gax28' 1 20 7 B T-11' 015 33 25 I 02 M M M M M 4'x7-gaa30* an 7 B V-11' an 22 1A 09 M M M M M M 5'xll-gax1P 14 11 C T-11' Bl5 17A 15.7 1ti 115 93 7.7 6.3 5.2 4.2 5'xll-gaxl6' 16 11 C T-11, 0.75 132 in 1119 8.7 69 55 4.3 3.3 2.5 Txll-gax18' 10 11 C T-11' 9]5 10a 96 6A 85 49 3] 2.8 1.8 1.1 5'x11-gax20 20 11 C T-11 are 65 7.3 63 4A 32 21 12 0.5 M Sxll-gl 22 11 C T-11' 035 1" 95 83 62 45 3.2 2.1 1.2 0.5 5°x11-FXN' 24 11 C T-11' On U 75 6A 45 3A 1.8 09 M M 5'x11-gax26' 26 11 C T-11' 025 6.8 S7 46 39 1.6 0.6 M M nle 5'x11-gex28' 20 11 C T-11' O]5 52 21 32 16 0.4 M M Na M 5'x11-gax30' 30 11 C T-11' on 18 27 in OA M M we we the 5'x7-gax20' 1 20 1 7 0 r T-11' to 216 1" 172 14.0 112 92 7A 6.0 48 5'x7-gax22' 22 7 0 T-11' to W I" use In 107 as 6.8 5.4 4.2 Tx7-gax24' 24 7 0 T-11' IN 17.7 1" In 111 85 0 0 3] 26 &W-gax26' 26 7 0 T-11' 1ID 149 111 IIA 89 Go t9 3.5 2.3 1.3 5'x7-gaxM' 20 7 D T-11' IN in Me 9A 69 t9 M 21 1.0 M Vx7-gax31' 30 7 D T-11' ran 1" So 75 52 14 20 0.8 M Na 5'x7-gaa35' 35 7 0 T-11' llm a0 49 36 19 M M M Na Na Vx7-gax2A' 24 7 8 1T in in I" 1" 112 Be 6.5 4.8 3.4 2.2 6'i7-gax26' 26 7 1 IT In 156 134 111 a9 fly 4.8 3.0 1.8 0.7 Vx7-gax28' M 7 8 1F in in 1" 93 67 49 a 1.5 the Na 6'x7-gaxN 30 7 4 1T IN 1" But 73 49 29 13 Nz oh M 6'x7-gax32' 327 8 1T ran 63 Be 5511 13 me Ne M Na 6'x7-gax34' 34 7 L] d 12 ran as 03] 19 we M M M M Vx7-gax35' 35 7 a 1T IN 5542 a Lo M M M Na Na 6'x7-gax39' 39 a 17 IN 23 19 M M M M M the M All LSI Industries' poles are guaranteed to meet the EPA requirements listed. LSI Industries is not responsible ea pole order has a bear EPA rating than the indicated word -loading zone wham the pole wi11 be located. CAUTION: This guarantee does not apply if the polahhmckef/fixmre combination s=itto support aryother RONeac each as Gave, pewrads, or signs, which would add stress to the pole. LSI Industries cannot accept responsibil"r harm or damage caused in these situations. Note: 1- Poles shorter than these listed here in for each gauge have EPA rating egmlto W greater than whets provided in this little. To Confirm EPA ratings on shorter poles, contact LSI Industries. 2- LSI Industries recommends a vibration damper be ordered with this lerpN. Page 4/5 Rev. 04/02/21 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • www.lsi-industriescom SPEC.1070.A.0920 (573) 372-3200 • 002020 LSI Industries Inc. All Rights Reserved. Specifications subject to change without notice. Page 5/5 Rev. 04/02/21 SPEC.1070.A.0920 LTI3 pF t, JON dWE�BONDI 9 // M E 0 O OU N UI N Q O > E W N E LU _ > +e Q LL 3 p LL 0 � Lu L M d � U 00 W J -Lr; a i O N LDLU N� Z I- m . Ix K _ < Ln oa= Uc � Ln Q ~ C 0 O n1 i M a � C3 W � H Z O a_ U W 0 Z _O > W _1 a 17 W H a 0 DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. BONDI SCALE N/A LLJ U U)L 1 LU U LU 2 Q cn LU z U � W LU LLJ J Q LU _r'� m Q (D J LLI U '� v ) Is JOB NO. 46555 SHEET N0. L4.1 e) 8 m Fm 3 m O a a a N % to kF F 8_0a �O ao L7 �10 a0 O c T m O a c m a0 0 O tr Li F Z 5 Z m O w 2 $ 2 N 0 `o . oj a-S O am N c a y sera ti ce as X � .2 2 c m o m 0 c E o g0 0 no c �a m 'a 0 - o c rn o M mno 2 U C t m c n 0 C U n Q. E Od _ E F_ L SOLID STATE AREA LIGHTING RAZAR BOLLARD -LED S P E C I F I C A T I O N S PROJECT NAME: Fi=RE TYPE: OPTICAL HOUSING Heavy cast low Copperaluminum(A fins. alloy Optical en assembly with integral cooling fievari Optical Panel �'"I mounting surface is milled flat (surface variance poling s. � facilitate thermal transfer of heat to housing and cooling Vs. Minimum wall thickness is .188°. SHAFT &BASE Extruded aluminum (6061-T6 alloy) riser welded to heavy cast aluminum fA356 alloy; <0.2% copper) base. Riser has minimum wall thickness of .100'. Electrical assembly including LED mains driver, LED Emergency driver (optional LED-EM) with batteries, and quick connectors suspended inside riser. 42 Concealed bolts attach the Optical Housing bolts to Riser. tlssnary ANCHOR BOLTS Four 3/8" x 10' x 2' galvanized anchor bolts with couplings, leveling nuts, washers, template, and stainless bolts. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. The asymmetric distributions have a micro -reflector inside the refractor that re-dineah the house side emitter output towards the street side and functions as a house side shielding element. Refractors am PATENT PENDING injection molded Fill acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors am Retained by an aluminum frame. All refractors in a Panel have the some optical pattern. LED Refractors produce standard site/ama distributions -Type II, ancIType IV. Panels am field replaceable and field rotatable in 90' increments. LED DRIVER(S) Constant current electronic with a power factor of>.90 and a minimum operating temperature of-40"F/-40"C. Driver(s) is/am UL and cUL recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy Removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. T Drivers accept an input of 120-277V, 50/60Hz or 347V-480V, - 50,60Hz. (0 - IOV dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Luminaim supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's am utilized with drive currents ranging from 175mA to 350mA. 70CRI Minimum. LED's am available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. (r. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth on ly without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI powerwash at 140"F. Four step media blast and iron phosphate pretreatment for protection PATENT PENDING and paint adhesion. 400"F bake for maximum hardness and durability. C us MAD` EIINN© Lore 2020125 BOWe6fAeO°a°'®°A"' © U.S. ARCHITECTURAL U.S- Architectural Lighting anne (.1i 211. rarw9 �i'-�1 �® L9 BOLLARD LIGHT FIXTURE CUT SHEETS SOLID STATE AREA LIGHTING RAZAR WALLMOUNT-LED S P E C I F I C A T 1 O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <t .003') to facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum Wall thickness is .188'. ELECTRICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly. Minimum Wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box. Electrical Housing anchors on the top edge of the Mounting Plate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating.The asymmetric distributions, have a micro-neflector inside the refractor which re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the some optical pattern. LED refractors produce Type II, III, and Type IV site/area distributions as Well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 90" increments. LED DRIVERS) Constant current electronic with a powerfactor of>.90 and a minimum operating temperature of-40'F/-40"C. Dr€vEl is/are UL and cUL recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by u niversal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/601tz or 347V-48OV, 50,6OHz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal surge protection. Lumino! III supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 350TRA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000 K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140'F. Four step media blast and iron phosphate pretreatment for protection and paint adhesion. 400"F bake for maximum hardness and durability. fi5G We et Aum¢O.IbFtl0CA 9Yt1 U.S. Architectural Lighting Fno�LssL1 z33�m roiLr6n PROJECT NAME: PROJECT TYPE: 1 A 1 e ,II/�/jIII T V FIXNE A B C C R2�11,11 12' 4" 1 Si n�ro RZR14" las�mmf n"�m R-W M 1 PATENT PENDING 1 A 011 T V FIXTURE A R C C RZRW2 r1.oSmms �mf ns5a.mr 1 RZRW2-ENT w6" it I mI I:Samml RZR-W M 2 PATENTPENDING A T FIXTURE A B C C RZRW3 oM"esw n12" n>6a" I RZRW3-EM 2 col 4col s'mmI RZR-W M 3 PATENT PENDING M UL BB WDEINTHE usrm LIM 2019093 © U.S. ARCHITECTURAL RAZAR BOLLARD SERIES - LED ANCHOR BOLT ASSEMBLY Template Screw Replaced with stainless steel bolt of fatureinstallation. _Ts,,Plate Female Coupling Jam Nut -Anchor Bolt OVERVIEW PRECISE CASTALUMINUM LED MODULE. HOUSING IS VENTED TO PROW DEAM FLOW FORTHERMAL MANAGEMENT. LED DRIVER ACCEPTS FROM 100-277 VAC INPUT VOLTAGE. PLED®MODULES 20 LED Module RZRB1 Available in: 20 LED Module RZRB2 2 X 20 LED Module" Available in: 'asmleuTnNsmnveE OIFFEFENr 2 X 20 LED Module MAX INPUT WATTAGE ROF DRIVE CURRENT UEDMIO 175MA HID E91V. 350mA HID EBIV. 40 22W SUW 44W 70W 20 12W 50W 22W 70W Sr,ecUlGi011 ExFinhh,11s. RZRB1/PLED4V/20LED-35OmA/CW/277/RA48019S/DF S P E C/ ORDERI N G I N FORMATION MODEL OPTICS LED FINISH OPTIONS PLED DISTRIBUTION TYPE No. LEDs DRIVE CURRENT COLOR STANDARD ❑ HOUSE SIDE SHIELDING Bil TEXTURED FINISH .................... HS-PLED ❑ RZRBI ❑ TYPE 11 ❑PLED ❑ 175mA' ❑ NW (Atli ❑ BLACK ❑ HIGH -LOW DIMMING FOR PLED41 On 'oArm'm RALIMOST SWITCHING BY OTHERS/SELECT ❑ 350MA ❑ LEVELS 50/100 OR 25/100 ❑TYPE II FRCNTROW CRr ( ) ❑EXA WHITE (MPLE HLSW/25).....HLSW E]RZR82 PUEdFFR ® 1URB2 ❑ WIN (3000111 RILL9003-T ❑ SINGLE FUSE ❑40LED _ ❑(lMV&277V)......... SF ❑ TYPE III MED. ® a Js�E GAY ❑ DOUBLE FUSE PLED411-M.... RAL-700&T (20BV&NOV) ......... DF ❑TYPE III WIDE VOLTAGE AMBER' DARK BRONZE ❑ EMERGENCY BACKUP.. EM4IZRB PLED411-W .... ❑ PFIO6PFIa! RAL4E79-T CONVERI THE Eaun sysiEM morlGEs FOWEF To THE lE0 MMY i0 MEET iNE PoLLOWM'G IIGM 0120 ® GREEN IfVEIS FOR AMINIMUM OF SO MINUTE& ❑ TYPE N ® ❑ 20B AMBER RALLODST PLED4V ....... ❑ PCA R7FR1, 90S 01 MmA D Pm5MWR1 �{ 240 Rzaei=us®asmA ❑NPE IV ❑277 TEE AMBER R=10105mA M2-3ei0O50mA PLED4V-FT.... O ❑347 TELL �SURSLT "MUEnFLYTHE ABOVERYTtr WMw OA1in@35ow ❑ 480 Y4M3EiD(-S- (BaNAEMLi®S) OPTIONAL HEIGHTS: rma 1-OFN61arM/IdeENBaer ArraaAaerEaNFW¢ ❑ 30" Y- MY009Ye/I®61eYEmRe1NWlE6TEtlNN81r ❑ 36" aesrrox . iXWaomar. ® U.S. ARCHITECTURAL U.S. Architectural Lighting �L4r. W). H<arisr) r _® RAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION Emergency Back Box (EM) 3/4" Surface Conduit (SC) 1 F EMBack Box is2'deepo than standard housing 0 THE EMERGENCY OPTION BACK BOX EXTENDS 2- BEYOND THE STANDARD HOUNNGAND CONTAINS THE EMERGENCY COMPONENTS (EC) INCLUDING BATTERIES ORCIIN BE USED FOR SURFACE CONDUIT (SC) AFPUCAMON&THERE ISTO BE AN SC1. SC2,ANDSC3 MON FOR THE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDOR PLUGS. THE EM-LED SYSTEM PROVIDES POWERTOALLLEDS INTHE ARRAY (2U.40 or TO MEET THE FOLLOWING LIGHT LEVELS FOR AMINIMUM OF 90MINUTES- WMl =45%@350MA WM2 = 36% @ 350MA WM3=24%@350MA 'MULTIPLYTHE % ABOVE BYTHE WMEN OUTPUT63504A PLED®MODULES -\ 60 LED Module RZR-Will E.P.A: .69 Availabledu 60 LED Module 40 LED Module RZR-WM2-LED E P A 47 Available in - 40LED Module 20 LED Module WALL MOUNTING RZR-WMI-LED E.P.A.=.33 Mviiil"M BOOMMI 20LED Module 1WF ears MAX INPUT WATTAGE .bxall. 9OF DIM CURRENT 1ID's 350IM 525mA 700mA 1D5OmA m 68W 99W 131W 198W P 3•t Soaw rack 40 45W 66W 87W 134W 20 23W SON 44W 66111 'Order EXantrP . RZR-WM2/PLED4V/40LED-7ODmA/CW/277/RM--8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED° DISTRIBUTION TYPE NO. NEW DRIVE CURRENT COLOR STANDARD ❑ HIGH -LOW DIMMING FOR �T TEMP-OCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW ❑ RZR-WM1 ❑ TYPE II ❑ 2DEED ❑ 35OmA ❑ NW (4000K)' ❑ 120 ❑ BLACK ❑ HOUSE SIDE SHIELDING .......® 'SfAr411® RAL-900&T .................... HS-PLED PLED11 ❑ ❑ 525mA 208 [1PHOTO CELL +VOLTAGE ❑ TYPE II FRONT ROW ❑ CW (5031 ❑ 240 ❑ WHITE (EXAMPLE: PC120V) ... PC+V PLED-II-FR..... ® ❑ 700mV ❑ Vi(30mIQ ❑ 277 RAL-9003-T ❑ SINGLE FUSE ❑ RZR-wM2 El TYPE III ® ,,l ❑ 10WmA' (IOU &2USE ... .... sF PLED -III......, oxaa3FAcmW El 347 RAL-7004-T ❑ DOUBLE FUSE ❑ 40EED rosaffezf®caa¢ ❑ 480 (208V & 24OV) ....... DF ❑ TYPE III WIDE ❑ DAM( BRONZE ❑ STEP DIM MOTION SENSOR PLED-111-W .... RAL41019T (PROGRAMMED 50/100) AMBEIP ............. l i211 ❑ TYPE IV ® ❑ PHOSPHOR ❑ GREEN ❑ REMOTE MOTION SENSOR ElRZR-WM3 PLED4V....... -N,M3 CONVERTEDRALfi00N CONFIGURATOR AMBER ..................... MS-FC10 ❑TYPE IV FT ® ❑60LED PCARHSAM�oosfi>HmF%wsH ❑ EMERGENCY BACKUP I..EM1 PLED4V-FT.... ❑ TREE tea 'WH ma's' El EMERGENCY BACKUP 7Rp OXAMHE MM056T (HOUSING ONLY)..... EMHI ❑ EMERGENCY BACKUP 2..EM2 oe +-�.41a.AN3rrOlu£Nnx1BY ❑EMERGENCY BACKUP 3..EM3 z-rwFONeuon®efeseromMue ❑ SURFACE CONDUIT 1... SCI rcrmlWNrslr a-NrM4seNSAkszsYmlE FOUCUSIX)MCO°o0 ❑ SURFACE CONDUIT 2.. SC2 aFFerfsaxY ❑ SURFACECONDUIT3.. SC3 4m..araan4aarsaal © U.S. ARCHITECTURAL U.S. Architectural Lighting rAa,"Ls49.Furs•1). BAZAR BOLLARD -LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARTING SYSTEM MAX ^I COUNT TYPE SOURCE is 4000K 3000K 5000K THAN (HR) TEMP. WATTS VOLTS INPUTAMPS 20 LED 20 PLED'Optical 1,401- 1,226- 1,434- 60,000+ -20°F 12 120 0.24 Module -175ni 1.404 1,229 1,438 277 0.10 20 LED 20 PLED' Optical 2,501- 2,190- 2,561- 60,000+ -20°F 22 120 0.34 Module -350mA 2,508 2,196 2,568 277 0.15 40 LED 40 PLED Optical 2,801 - 2,452- 2,561 - 60,000+ -20°F 22 120 0.38 Motlule -WERRA 2,808 2,459 2,568 277 0.17 40 LED 40 PLED* Optical 5,002- 4,379- 5,122- 60,000+ -20°F 44 120 0.38 Module -350mA 5,015 4,391 5,136 277 0.17 NOTES: 1. Max Input Amps is the highest of starling, operating, or open circuit currents 2. Lumen values for LED Modules vary according to the distribution Type 3. System Wafts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. For electronic driver and LED component protection, use 10KV - MKV surge suppressos. 5. L70(10K) -TM-21 6x rule applied WARNING: All fixtures must be installed in accordance with Ideal codes or the National Electrical Code. Failure to do so may result in senous personal injury NO W"M Auave a. PtlmOtl& CA 93.S1 U.S. Architectural Lighting w�a»Usaffi,1cornYGGsrmtr60z.�-anr U.S. ARCHITECTURAL RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL INITIAL INITIAL TYPE SOURCE LUMENS- LUMENS- LUMENS- COUNT4000K 3000K 5000K 20 LED 20 PLED'Optical 2,706- 2,571- 2,841- MOdule-35OmA 2,993 2,843 3,143 20 LED 20 PLED® Optical 3,897 - 3,702 - 4,092 - Module-525mA 4,310 4,095 4,526 20 LED 20PLED'Optical 4,942- 4,695- 5,189- Module - 700mA 5,466 5,193 5,739 20 LED 20 PLED'Optical 6,564- 6,236- 6,892- Module - 1050mA 7,260 6,897 7,623 40 LED 40 PLED Optical 5,585 - 5,206 - 5,864 - Module-350mA 6178 5869 6487 40 LED 40 PLED'Optical Soo 7,656- 8,462- Module - 525mA 8,914 8,468 9,360 40 LED 40 PLED, Optical 10,240- 9,728- 10,752- Module - 700mA 11,327 10,761 11,893 40 LED 40 PLED' Optical 13,642 - 12,690 - 14,324 - Module- 101 15,089 14,335 15,843 60 LED 60 PLED'Optical 8,118- 7,712- 8,524- Module - 350mA 8,979 8,530 9,428 60 LED 60 PLED'Optical 11,690- 11,106- 12,275- Module - 525mA 12,930 12,284 13,577 60 LED 60 li Optical 14,825- 14,084- 15,566- Module - 700mA 16,398 15,578 17,218 60 LED 60 PLED' Optical 19,691- 18,706- 20,676- Module - 1 D50mA 21,780 20,691 22,869 NOTES: 1. Max InputAmps is the highest of starling, operating, or open circuit currents 2. Wmen values for lED Modules vary according to the distribution Type 3. System Watts includes the source watts and all driver components. 4. Fuse value should be sufficient to protect all wiring components. 5. VO(l OK)- TM216x rule applied VO(l OK) - Calculated = 2U." @ 701 = 102.0000 1050nnA L70 GREATER STARTING SYSTEM MAX THAN (HR)-TM21 TEMP. WATTS VOLTS INPUTAMPS 60,000+ -20°F 22 120 0.19 277 0.08 347 0.07 60,000+ -20°F 33 120 0.28 277 0.12 347 0.10 60,000+ -20°F 44 120 0.37 277 0.16 347 0.13 60,000+ -20"F 65 120 0.55 277 0.24 347 0.19 60,000+ -20°F 43 120 0.36 277 0.16 347 0.13 60,000+ -20"F 65 120 0.55 277 0.24 347 0.19 60,000+ -20°F 87 120 0.73 277 0.32 347 0.26 601000+ -20"F 129 120 1.08 277 0.47 347 0.38 60,000+ -20°F 65 120 0.55 277 0.24 347 0.19 60,000+ -20"F 98 120 0.82 277 0.36 347 0.29 60,000+ -20"F 131 120 1.09 277 0.47 347 0.38 60,000+ -20°F 193 120 1.61 277 0.70 347 0.56 WARNING: All futures must be installed in accordance with local codes or the National Electrical Cade. Failure to do so may result in wrbus personal injury U.S. ARCHITECTURAL U.S. Architectural Lighting rrare«s0 zv-YmD=«na4"-YPor wuw.uwrRaan _® �N1,TH OF , I JONATHAN D. DONDI a No.001379 1 110912022 (n 0 S CD 0 O K 2 F w W U < Z O u) > 73 O Z O a F (n Ulu z�C O O L U F W W L LU K ML1 J Q - Z L ti L DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M.RACHNER CHECKED BY J. BONDI SCALE N/A UJ J U U) LU W H4 W 2 U Q I� > W z U I­4 O _J I-1 W Q W //2� I..L D] (D __1 Q Fi W U V '^ Q / L10 WALL MOUNTED LIGHT FIXTURE CUT SHEETS NOT TO SCALE L JOB NO. 46555 SHEET NO. L4.2 VARIES PER PLAN Akl �n^AM� Ar" A CONCRETE SIDEWALK 1" = 1'-0" WIDE X 1" DEEP TOOLED JOINT NATIVE SOIL —COMPACTED SUBGRADE COMPACTED VDOT #21A STONE BASE r CONCRETE SIDEWALK I 4000PSI AT 28 DAYS WIDE X 1" DEEP SAW -CUT JOINT CONCRETE ° d ° n.4. ad °.. .e d_ e : cd ° NOTES: 1. AY4' RADIUS TO BE USED ON ALL TOOLED EDGES. 2. CONTROL JOINTS SHALL BE PROVIDED AS SHOWN ON PLAN OR GENERALLY 4-FT O.C. EACH DIRECTION 3. SAW -CUT JOINTS TO BE STRAIT W/ CLEAN EDGES AND PLACED PERPENDICULAR TO WORK OR AS SHOWN ON PLAN CONCRETE CONTROL JOINTS 3" = 1'-0" SELF -LEVELING SEALANT W/ z" POLYSTYRENE FOAM EXPANSION JOINT(NO BOND TO SEALANT), COLOR TO MATCH ADJACENT PAVING SPECIFIED BEDDING MATERIAL TURF ADJACENT NO MORE THAN BELOW TOP OF EDGING EDGING SIZE: y " X 5" X 16' (0.25 AVE. THICKNESS) SURE-LOC ALUMINUM EDGING CORP. 494 EAST 64TH ST., HOLLAND, MI 49423 W W W.SU RELOGE DG ING.COM OR APPROVED EQUAL STEEL EDGING 1 1 /2" — C" STEEL EDGING 1v11� III Ili �� III I� TAPERED STEEL STAKES TO INTERIOR OF BED AREA 1. EDGING NOTES: 2. INSTALL PER MANUFACTURER'S SPECIFICATIONS 3. STAKE EVERY SLOT. 4. FOR 90 DEGREE CORNERS - CUT BASE EDGING UP HALFWAY AND FORM A CONTINUOUS CORNER 5. TOP OF EDGING NO MORE THAN 4' BELOW TOP OF SURFACE GRADE. 6. COMPACT GRADES ADJACENT TO EDGING TO AVOID SETTLING. LANDSCAPE DRAIN MANUFACTURER: NOS TYPE: SPEE-D ROUND ATRIUM GRATE COLOR: BLACK MODEL: #90 CONTACT: 1-888-825-4716 c LANDSCAPE DRAIN J 1 1/2" = 1'-0" LANDSCAPE (ATRIUM) DRAIN PLANTING AREA FINISH GRADE LANDSCAPE EDGING (AS SPECIFIED) STAKE MIN. 36" O.C. DECORATIVE STONE (AS SPECIFIED) NON -WOVEN GOETEXTILE FABRIC 4" OF 3/4" CLEAN WASHED VDOT #57 STONE COMPACTED COMPACTED SUBGRADE DRAIN PIPE (SEE CIVIL PLAN FOR CONNECTIONS) 1/4" COMPACTED CRUSHED STONE DUST 4" MIN. DEPTH OF VDOT STONE BASE d d a . ' a . a a d d. d . NON -WOVEN ROT RESISTANT FILTER FABRIC - TURN UP EDGES STONE DUST 3' = 1'-0" MANUFACTURER MODEL: COLORS: DIMENSIONS: CONTACT: THE GREAT AMERICAN RAIN BARREL COMPANY 60 GALLON GRAY/BROWN/GREEN 24" D X 24" IN X 39" H 800-251-2352 RAIN BARREL PHOTO DETAIL N TS MANUFACTURER: PULLMAN MODEL: P26 NOTES: COLORS: BLACK 1. EXPANSION JOINTS TO BE RECESSED A MIN. OF y" BELOW FINISH GRADE. DIMENSIONS: 73 1/2" L X 28" W X 33 1/2" H 2. EXPANSION JOINTS SHALL BE PROVIDED AT A MAX. INTERVAL OF 20FT AND AT ALL CONTACT: 800-284-8208 CHANGES IN PAVEMENT, WALLS, STEPS, VERTICAL SURFACES. 7CtCONCRETE EXPANSION JOINT RIVER STONE 3" — 1'-0" 3" — 1'—O" 9 BENCH PHOTO DETAIL N TS RAISED PLANTER MANUFACTURER: MODEL: COLORS: DIMENSIONS: CONTACT: BEST CHOICE PRODUCTS SKY6372:842957102488 BLACK 96" L X 48" W X 24" H 844-948-8400 RAISED PLANTER PHOTO DETAIL N H pp I "1i JONATHAN D. BONDI 9 No.001379 s 1110912022 z O a C5 U) N w z O N > w G' D s n DATE 0312112022 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY J. BONDI SCALE N/A W J U U' J oC Lu < 1­40w U w Q J w Lf_ w �--� a m a T i U ^Q JOB NO. 46555 SHEET NO. L5.1 m 0 a R kF_ F (L =O 80: "z a0 0 2 0 c mr a � C N L a0 0 c U E Z 5 Z m OT 2 K F � m o .a. d L n w c y V N Nc O_ 976 2 N O 40 E o a m 9 '0 S 0 m c m o m z m N m O 5 c U m � L