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HomeMy WebLinkAboutARB202100035 Plan - Submittal (First) 2021-03-22 (2)(I CS.1 LLUJ 11\ O W G \PARKING ENTRY PERSP CS.1 r uo 3 \IVY CORRIDOR PERSPECTIVE CS.1 s wi a ti. OF 1 i�awl a\i0»a\' as TH SITE DATA: TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 058A2-00-00-01400 AND 058A2-00-00-02000 LENVIC LLC 2506 BRANDERMILLPL CHARLOTTESVILLE, VA 22911 TOTAL PARCEL AREA: 0.87 ACRES (PARCELS 58A2-14 AND 58A2-20 COMBINED) LIMITS OF DISTURBANCE: 0.79 ACRES ZONING: C-1 (COMMERCIAL); ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY TIMMONS GROUP DATED 1/11/19. VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: PRIVATE WELL AND SEPTIC ON SITE. DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED LITTLE IVY CREEK APPROX. 300' AWAY FROM SITE ZONING SITE REQUIREMENTS: USE CURRENT: VACANT PROPOSED: 6,500 SF GENERAL OFFICE SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD) 30' MAXIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD) SIDE AND REAR: NONE BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: GENERAL OFFICE: 1 SPACE PER 200 SQUARE FEET OF GFA 1 SPACE X (6,500 SF X 0.8) / 200 SF = 26 SPACES PARKING FOR ADJACENT PARCEL (4282 IVY ROAD): 7 SPACES TOTAL PARKING REQUIRED: 33 SPACES PARKING PROVIDED: 35 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.26 ACRES PROPOSED IMPERVIOUS AREA: 0.54 ACRES NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. PROPOSED PAVED PARKING AND VEHICULAR CIRCULATION AREAS ARE 0.31 ACRES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. UTILITY DEMANDS ESTIMATED WATER USAGE: 348 GALLONS PER DAY VEHICLE TRIP GENERATION LAND USE: GENERAL OFFICE ITE CODE: 710 6,500 SF ADT (WEEKDAY): 9.74 TRIPS PER 1000 SF -> 64 AVERAGE DAILY TRIPS SIGNATURE PANEL: APPROVAL DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION IVY PROPER FINAL SITE PLAN INITIAL SITE PLAN SDP202000065 FINAL SITE PLAN SDP202100001 ALBEMARLE COUNTY, VIRGINIA DECEMBER 30, 2020 r s " wnuu�o, e P i o' rm��r mike d J c� �a s 3 PROJECT SITE ., Rd 9o✓h4 VICINITY MAP SCALE 1" :1000' OWNER: LENVIC LLC 2506 BRANDERMILL PL CHARLOTTESVILLE, VA 22911 DEVELOPER: BUILDING MANAGEMENT CO. 400 LOCUST AVE, SUITE 3 CHARLOTTESVILLE, VA 22902 CONTACT: REID MURPHY PHONE: 434-977-6406 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 SIGHT DISTANCE PROFILE C4.2 MAINTENANCE OF TRAFFIC PLAN C4.3 MAINTENANCE OF TRAFFIC PLAN C5.0 GRADING PLAN 1-1.0 LANDSCAPE PLAN E1.0 PHOTOMETRIC PLAN E2.0 LIGHTING CUT SHEETS TOTAL: 13 SHEETS SITE PLAN LEGEND EXISTING - - - PROPERTY LINE -. POST/BOLLARD SIGN CONCRETE WHEEL STOP ® SATELLITE DISH ® TRAFFIC CONTROL BOX 0 UNKNOWN MANHOLE STORM SEWER O STORM SEWER MANHOLE 99 CATCH BASIN 0 CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN - - -SAN- - SANITARY SEWER 0 SANITARY SEWER MANHOLE ---w- - WATER LINE 0 WATER MANHOLE 0 WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL c GAS LINE A GAS METER GAS VENT 4 GAS MARKER - - -UGT- COMMUNICATIONS/TELEPHONE LINE O TELEPHONE/COMMUNICATIONS MANHOLE M TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT ---UGc-- ELECTRIC LINE 0 ELECTRIC MANHOLE © ELECTRIC PULLBOX m ELECTRIC METER fY UTILITY POLE DECIDUOUS TREE GUARDRAIL - FENCE — —X— - -xxx- - MAJOR CONTOUR - - - -Xxx- MINOR CONTOUR 0 SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT PROPOSED w WATER G GAS STORM SANS SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK [ CATCH BASIN STORM MANHOLE SANITARY MANHOLE ® OO SANITARY CLEAN OUT P�R-} FIRE HYDRANT FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE (D GAS VALVE O BOLLARD STREET SIGN O GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR *-Q SITE LIGHT PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT CLINT W. ti� S FFLET > Lic. N 03-18-2021 A: N z 0 f f AL Z O Ln F- LU U U w O p U 0 _O z O > U w DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE z J LU I-- V l a_ J (7 � zLL Lu LLU0w -i U I..L Q < Lu Ly w Mcc J a 0 I..L H-I JOB NO. 42932 Uj L SHEET NO. C0.0 GENERALNOTES .T H 6;4 LEGEND ROADS SEWER CD �g� EXISTING SANITARY SEWER � STORM PIPE & STRUCTURE NO. �CD DROP INLET & STRUCTURE NO. WATER CURB 0 CURB & GUTTER BENCH MARK . �. CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 - PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1O PARKING COUNT EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE 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. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. 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. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. 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'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. 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. 9. 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. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. 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. 13. 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. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT 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'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. 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. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S 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). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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 (HORIZONTAL:VERTICAL). 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). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES CLINT W. !:iZ S FFLET >� Lic. N $4380 4� 03-18-2021 ;� G •• i�0010i� I'to•• IL O cc t7 N 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES I z 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. 0 E z 0 .. F- a z W V � E 0 0 z r 0 z 0 w V DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A z Q J 0- W Q U) z J J " � Q > Lu z}o LL O Z Z U < 1 w CE Q Cn w Lu m I- CL O O Q z I� L H JOB NO. 42932 SHEET NO. C1.0 4" � CNLTH 0i 00 EXPANSION JOINT WITH TOP OF CURB j�"j R=2" y PREMOLDED EXPANSION 1/4" SEALANT "ZIP t FILLER, STRIP" OR NON -SLIP BROOM FINISH ° w C L I N T W. EQUIV., SEAL WITH WWF6x6W2.9xW2.9 SILICONE SEALANT \ �� ��V 6 //� S FFLET2 fc� $4380 4� 10" 3,000 PSI AIR ENTRAINED PORTLAND ° I CEMENT CONCRETE \/� /� / `- jj�jj�j a' ,d ° ° SURFACE Lic. N . 03-18-2021 �A74 18 S/0NAL ��G,,•,, �3������������ 0 0 0 0 0 0 0 0 6" TYPE 21 A STONE COVER BASE M / �� ��%///�\ \ COMPACTED SUBGRADE (CBR 11.2) a VDOT A-3 CONCRETE O N o N SUBBASES N EXISTGRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w e E 3"CONCRETE COLLAR CONTINUE 21B STONE BASE FROM H w 3 Q LL o 3 RUSHED STONE BEDDING ADJACENT PAVEMENT SECTION 0U.— w, ow HEAVY DUTY CONCRETE SECTION s"D/CLEANOUT UNDER CURB, 6" MIN. DEPTH W t M No Scale > o ° o VDOT STANDARD CG-2 CURB Z F i M ofw No Scale PLUGATEND OFLINE SIGN - a o O STD. U POST Ln X v N z CLEANOUT DETAIL GALVANIZED F ¢' O z =O 2" R �4" c � N U) > v No Scale CONIC CURB AND GUTTER CLASS 3A, a v Lu (FC=3,000 PSI) CONCRETE w coSIGNAGE NOTES: 6.. 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 6'-8" MIN. \/ 4 �j a ° THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 13" ° ° ° °- ° M REVISION THERE TO: REFER TO VDOT STD STP-1 DETAIL �j ° : ° ° ° a ° 7" O A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. FOR MOUNTING REQUIREMENTS B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC m ° a O CONTROL DEVICES. ° C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. o D. THE 2000 INTERNATIONAL FIRE CODE. 6" MIN. > w H M o 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE a N FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER III III III III III —III- 6" 6" 2'4" zz N DATE CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN CONTINUE 21B STONE (A NOTE 1 ABOVE. COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL SUBGRADE PAVEMENT SECTION 12-30-2020 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND UNDER CURB O} No Scale DRAWN BY INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND FESEMD FESOM INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. A. FONTAINE SOLID WHITE LINE 24" r(TYP.) P P VDOT STANDARD CG-6 CURB & GUTTER • • DESIGNED BY C. SHIFFLETT No Scale CHECKED BY S T 0 P • I} 2" ASPHALTIC CONCRETE SURFACE 12 PB�ALTY PB(ALTY COURSE - SM-9.5A • • • C. SHIFFLETT STD. (VAR I ES) R1-1 TOW AWAY ZOPE TOW AWAY Z0� 8" TYPE 21-B AGGREGATE SUBBASE COURSE SCALE N/A STOP BAR DETAIL NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING NO SCALE 6-8" MIN. AOLE 6'-8" MIN. • ABOVE ABOVE COMPACTED SUBGRADE FINISHED FINISHED (PER GEOTECHNICAL REPORT) GRADE GRADE SOLID WHITE LINE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR QLLzD DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 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 LIGHT DUTY ASPHALT PAVEMENT SECTION 6' BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' of coNCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 2' 2' WHITE BACKGROUND. 2" ASPHALTIC CONCRETE SURFACE z (TYP.) (TYP.) COURSE - SM-9.5A Q PARKING SIGNS FOR THE DISABLED J 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0 0- STRIPING AND SIGNAGE DETAIL No scale 8" TYPE 21-B AGGREGATE SUBBASE COURSE LLI No Scale CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK Q ANCHOR 5/8" REBAR IMBEDDED 24H IN GROUND HANDICAP SIGN AS NOTED ON C4.0 & C4.1 OVERLAP LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 0 J L]i 6" TYPE 21-B AGGREGATE FABRIC 8" MIN. o BASE COURSE 2- 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS } z 0 0 IZ� Q 8"\/\\\/\\/\\�%'�COMPACTEDSUBGRADE EOP FCURBACE F Z \ PVDOTD / HEAVY DUTY ASPHALT PAVEMENT SECTION i VDOT#57 FILTER FABRIC WRAP 18 1s PER a STONE 12" MIRAFI 140N OR EQUIV. 4„ � w 4" DIA. PERFORATED 4 SPEC. PAINTED w LLJ PVC PIPE STRIPEco 8 5 8 8 8 (TYPICAL) ��� NON -SLIP BROOM FINISH Q O 0 O Z 4" DIAMETER STEEL DENOTES GRAVEL SECTION ON PLANS p p p TYPICAL VAN ACCESSIBLE ACCESSIBLE PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE GRAVEL SECTION TYPICAL PARKING SPACE DETAILS SHALL BE PAINTED MAVARIABLE a .c OSSS lOPE2/o YELLOW > No Scale No Scale 4' I —I \\\ PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 'FROM EP 2'-0" DIAMETER 7-1/2" 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONIC. FOOTING CONCRETE 5 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER Ep EXISTING AGGREGATE BASE ANCHOR WITH 5/8' REBAR IMBEDDED 24" IN GROUND; 5\\\\/\\\�\\\/\\\/\\\/\\\/\\\�\\/\ COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. 4 MILL AND OVERLAY SEQUENCE: REMOVE O ROLL TEST EXISTING BASE COMPACT N COURSE. \ '///\\/ JOB No. u NEW ASPHALT SURFACE. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 42932 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. C1.1 No Scale No Scale No Scale No Scale No Scale L ,T H 6;4 IVY PROPER ALBEMARLE COUNTY, VA DUMPSTER ENCLOSURE No Scale NP-2 NOTE: SIX FOOT CMU WALL CLAD WITH HAR- DIE PANEL VERTICAL SIDING IN ARCTIC WHITE TO MATCH PANEL SIDING ON EXTERIOR OF THE BUILDING. NOTE: HORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED NIGHTFALL TO MATCHNICHIHA VINTAGEWOOD BARK AND INSTALLED ON STEEL POST HINGES. PROPOSED DUMPSTER ENCLOSURE 32 TACK COAT THE PROPOSED CONSTRUCTION JOINT 1 EXISTING ASPHALT LAYERS EXISTING SUBBASE 2016 ROAD & BRIDGE STANDARDS T EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) PROPOSED ASPHALT LAYERS COMPACTED SUBGRADE PROPOSED SUBBASE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) ARB SUBMISSION NOVEMBER 23, 2020 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 %Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XVD❑T ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION �F CLINT W. Z _,/7 8 FFLET > •o Lic. N S13s0 4� 03-18-2021 (n CC ED O CD ED O x p w w_ U z 0 in 1r 0 r am O cc z O Ur) dI- Z K W U w O p U z O z O w U kD TH w ri H o p N 0 N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE z Q J W ,I— v / —1mim Lm N/A a Cn z J �a > w O Z U Q w J ` ) Q W L W cc 0 J a Z JOB NO. 42932 uj L MILL & OVERLAY DETAIL No Scale 2016 ROAD & BRIDGE STANDARDS SHEET NO. C1.2 0 0 0 0 0 O 0 0 O 0 0 O 0 O O O 0 O O ° 0 0 O O 24"HDPE 0 lNV=537.13 \\I I II i I I EXTENTS OF 500-YEAR J FLOODPLAIN 0 I RoILROA NCH i R,2080.581 X53s.2' 0 0 ° APPROXIMATE LOCATION I i C &� GNAM gRA L,17g,04' O OF EXISTING WELL TO BE ID T=89'S4 q 1° ° 0 0 ABANDONED 80' 4,4° °p8,5011E \ ° o O O WC. BLOCK Z ABUTMENT =�3' 2"BRIDGE HEIGHT SIGN ADOPTA F�HWAY SIGN MATE EXISTING E (DECIDUOUS) 24"HDPE /07 / �B 1 Nl , / d / ° II _ 0 o _ _ — _ O O i - 0 0° O � OHO-O-O O O O O O O O534.8,1 O O�O�°gO ° °�° Olin O � -533 _ — ( TOTAL) _ _ -[/-,. — — cR/nCAL _ _- 3y'55"E 167.78— — / -- ——— SLOPE— — —— %---- _ — N77° ---- —� 33 --- g2b —_-- - - - SaS/�/�/ TMP 58A2-14 ��j / VACATE PROPERTY LINE { / _ LENVIC, LLC '3 , �� — f / / X522.s' D.B. 3801, PG. 750 j ,g //zy� D.8 468 PG. 009 /Lr 1 / �'� 0.11 ACRES OVERHEAD POWER LINE TO BE RELOCATED. COORDINATE NEW LOCATION WITH DOMINIONCLEAR &GRUB 5 REMOVE .3' RELOCATE /////� j j�� / // j�/t �• \ / s� 5 .a' UTILITY POLE & TELECOM PEDESTAL TMP 58A2-20 /5. 6 X// LENVIC, LLC D.B. 3801, PG. 750 D.B.470, PG.01 R=11 .' REMOVE D.B0.76ACRES 9 '�/' F;mIOVE L=20.8989' GRAVEL T=10.45' d =1 °00'S3" C 55°4048"W BENCHMARK =20.89, TOP OF SPIKE ELEV=519.70'0. olop10. X519.4' L -J ou 9J I .\ ° 0 CB=N6005629"W \ 1 sib riy 1 ° o o CONTINUOUS ° ASPHALT ° 0 ENTRANCE �F \/IF / F SAWCUT O O <<O�li,1,F X 517. 6' O ° O APPROX EDGE OF \ ° PAVEMENT O .0 s? O O O 0 O 0 0 O 0 O 0 O O ° O O O 0 0 0 0 0 0 0 0 0 ° ° 1 ° O O O O O O O O O ° 0 04 O °00°°°0°° O o00 24"CMPW/BROKEN 0 HEADWALL 00 0 'O°oo0 INV.511.07' 0 O O 0 0 0 0 539 — — — 0 0 0 O O O 0 0 0 00 0 0 0 0 /o X 539.3' 0 0 o 0 0 0 0 0 /0 0 of 10�� - /l l TMP 58A2-21 --__ ---��� llll SR&DRLLC I — l� D.B. 1597, PG. 226 — — — l l/l / D.B. 231, PG.585 D.B. 130, PG.109 — ZONING: C1 COMMERCIAL PRESENT USE. SERVICE REPAIR GARAGE L h� / 01111 � � 1 1 11j111 b \ i\ 11 IIII IIII \ \ X 530 1, 1 1 IIIIII I 11/\� II IIII ` \ ` R 8-= = I I I I -523 - - - SAWCUT I TMP 58A2-20A RICHMOND, JOSEPH W JR TRUST D_ B. 4992, PG 686 CONSTRUCTION D.B. 821, PG.218 & LANDSCAPE D.B. 268, PG.151 EASEMENT ZONING: C1 COMMERCIAL USE: OFFICE BLDG. l ylb jlj 515 0 O SD INLETIW GRATE O 0 o TOP=515.15 0 ° INV. IN=513.45'4"PVC O ° "CONNECTION UNKNOWN o ° INV. OUT=511.60'24"CMP 0 0 ° 0 O o 0 0 O 0 0 o ° o ° o ° o ° o ° LEGEND: �11�l.Tll �1����' CLEAR AND GRUB C� CLINT W. u 7 S F'FLET ® REMOVE ASPHALT �• i y p 03-18-2021 f', REMOVE GRAVEL v4Al -- SAW CUT (M co SCALE 1 "=20' 0 20' 40' z O� w U E 0 0 z r 0 z U O w V DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE i" = 20' Q Q O W J Z (D W z } as I —I z `L ° z W O < LLJ 1 w m J Q O a LL O U 1-4 z H� X W L JOB NO. 42932 SHEET NO. Cz. 0 0 0 O 0 O O 0 O O O 0 O O O O O O O O ° 0 O O O O ° O O ° O 0 \ o 0 ° O 0 24"HDPE o lNV=537.13 II II II BRANCH BUCKINGHAM �I o & O RAII-RBR NCH C SHAM 8a ID APPROXIMATE LOCATION 24"HDPE OF RESERVE DRAIN FIELD II 0 0 .8 I RETAINING WALLS (3) BOLLARDS 0 0 0 0 °° 0 0 o i MAX. HEIGHT = 6' 0 0 0 0 0 0 0 0 0 0 0 0 I ° 0 0 II v 0 0 0 0 0 0 0 0 o O o 0 0 0 o O O O o O O o O O o O O O / O o O o o O .O o ' RETAINING WALL MAX. HEIGHT = 2.5' PROPOSED UTILITY POLE ON ON WC. BLOCK / ABUTMENT \ O 0 O O ° o 0 0 0 O 0 0 0 0 DUMPSTER / PAD AND ENCLOSURE 9' TVD APPROXIMATE LOCATION OF PRIMARY DRAIN FIELD EXTENTS OF 500-YEAR FLOODPLAIN °° 0 0° o 0 0 0 0 0 0 0 0 Q\o ° ° ° ° O O ° V 0 0 ° ° 24" CMP W/BROKEN HEADWALL 0 .o ° INV. 511.07' o ° o ° 0 LEGEND: El CONCRETE SIDEWALK El HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT O ° O O O O ° 0 0 0 ° 0 0 0 o 0 o ° o ° ° O o ° TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: C1 COMMERCIAL PRESENT USE. SERVICE REPAIR GARAGE PAVEMENT 3N 3 AND PARKING AGREEMENT TTED AND APPROVED PRIOR -AN APPROVAL. 58A2-20A JOSEPH W JR RUST 92, PG 686 21, PG.218 68, PG.151 1 COMMERCIAL =FICE BLDG. ° SD INLETIW GRATE 0 ° TOP=515.15 0 ° INV. IN=513.45'4"PVC O ° "CONNECTION UNKNOWN o ° INV. OUT=511.60'24"CMP 0 0 ° O O O /X\ O O O O O m EXTENTS OF 100-YEAR FLOODPLAIN LIGHT DUTY ASPHALT ASPHALT TO BE MILLED & OVERLAID PEA GRAVEL WALK NOTE: KNOX BOX LOCATION TO BE COORDINATED WITH FIRE MARSHALL'S OFFICE SCALE 1 "=20' 0 20' 40- 010t 00.'a CLINT W. S FFLET • Lie. N 54380 �4C 03-18-2021 4i_a M E O U N � N C Q O > E w v E w w 3 Q LL 3 p LL w 0 m O W L M Q�_j U00 J — 1i 00 C7 Lu rvv w � 30'x to oa =LL U-) _ N =v>� F Q c N W M a � W J �H E H AL z O� F W U E 00 z r O Z U O w U DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE i" = 20' z Q J 0— Lu Z (Dz J > Q Q J z}a LL z o w J < w LLJ q� m J a J O I..L JOB NO. 42932 L SHEET NO. C4.0 ° / / / I 1 / / v / _ . \ 0 ° IL c �F '—='_/ / II c y� N'N '/ �'/ i----- i /'/ ao °000 ° /f I/'i --- — — — 000 ° /---� \ o�Oo — �'�_ --000 e6-0 o/ -- —_ —_ — — — — — — — — — — — — — — �ll lllll l r \ \ \ ' 1 1 11 /Il \ \ / I ///ICI. \\ ' / �� r � ��:,//I/ /I I I\� �•' 'q/— tiA�< _ \_--_—_ ��' -- � \``'!--_--- _--�—� \ I \\ \, �'� /// _ / /// I' it 11 l l // I I I I I I 0 0 0 0 0 0 O° 'o 00 _ \ / \ \ / 00 / C \\ / \ ��/ 1 / o° O / \ / \ /i �/ \' 1 / ° O cF�Hr ' ✓\ I \ /I ~II —II 1I I I/ 1 I / '// ///'' / / // / /// / / '�—/' °° ° 0 00°// o 0 00—dDlo o \ 0 ° o� 0GZ 000 � _ /' /' ° 0 0 >� / / I \ / 000 / 0 00 00°0 '� \\I/10I 1 _ o / 00 _ \ 00 00 _ /000°° / �`I� \\ \\ //"` /' /ol — i \ �\ / / 0 L / \ •C� — _ .off _ _ o/ \ _moo /0, \ o /---- \ / \ O .SIANi f-HEIGHT OF HEIGHT OF 530 OBJECT = 3.5' OBJECT = 3.5 530 DR - 390' SDL - 390' — EIGHT OF _ — 525 _ EYE = 3.5' 525 / 520 \ / 520 515 EXISTING 515 PROPOSED GRADE GRADE 510 510 IVY ROAD POSTED SPEED LIMIT: 35 MPH 505 505 9+50 10+00 11+00 12+00 13+00 14+00 15+00 IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=30' VERT SCALE: 1 "=3 16+00 17+00 18+00 • CLINT W. S�54380 L�41: 03-18-2021� AL Z O� w U E 0 O Z r O Z U) O w V DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' z Q J W J LULL ~a0 Z J > Q , LU z}U �Zz LL ° Q —1 LU Z 0 � 0 m J a I..L V I, —^I I --I M 00 Q Z SCALE 1"=30' JOB NO. 0 30' 60' 42932 SHEET NO. C4.1 L CLINT W. u 7 S F'FLET > •4' Lit. N . 54380 �? p 03 18-2021rr M E O O U N � N C > E w v E w w 3 Q LL o 3 p LL — wO `mom Lu V oMo Z O00 to rn F C7 w d w w v E 30�x U E oa o O U-) i ry Z =UQ� O0 Z ~ Nry w O NSJ\��RROpOI Q 00 R� 6�810 0 o � w � w F o Uti 4�gJ�la4o + Z N q O M DATE 0 12-30-2020 0 DRAWN BY ,y A. FONTAINE + oyo o�' ,� ,a • DESIGNED BY NTOWN RD d��bo� ❑ • C. SHIFFLETT RT ?3 • CHECKED BY LROAO • C. SHIFFLETT C & O BRCH RAC SCALE AN� • gUCKINGHAM a 1 " = 80' g� W q N^ A� O ax U` Kchi 2^w RT 786 Q: (IVY DEPOT Rp) ii G` B R 20' m z z c a TYP. ¢�W o x 245' Asa = o Q Q �� aza J m rl�t+ BARREL, TYP. ' • TAPER maw" s `�' m J • • • • �mu S • • • �Q S m 0 ILLS 350' 350' LU U Q F -I ,~^ Z LL US 250 (IVY ROAD) v / LL o J Q ? x> e M N od O P O°SRO z MAINTENANCE OF TRAFFIC FOR SHOULDER WORK ��°�c� LL ? `L J P63 u O Lu < U wmz J Oaz w > Q M OJ Q Z SCALE 1"=80' JOB No. 0 80' 160' 42932 SHEET No. C4.2 CLINT W. u 7 S F'FLET •4' Lit. N . 54see �? p 0318-2021 fy'� M E O O U N � N C > E w v E w w 3 Q LL o 3 p LL — wO `mom Lu V oMo Z O00 to rn F C7 w d w w v E 30�x U E oa o O =vN ZZ �J x�a� z w O ~o Lu > O W M � r 00 J 350' o b N M O 2 C7 O t �r V C) N d an � rl 350' > w M } u + O z N oya �P6 o M DATE a0��a�`b o�3ya. j d, 12-30-2020 fLOp,O / O DRAWN BY A. FONTAINE 0 350' �RZ 6lS • DESIGNED BY /�-.f�� • C. SHIFFLETT fir, • CHECKED BY + a� • C. SHIFFLETT ❑❑, • SCALE 1 " = 100' 3 ❑ � �X 350' � `x l O II °° GANTO ` 50 ❑ R 3 `Oo TX ago gUCKINGNAMg�NCH FLAGGER STATION FE V ,c I O ' S DOW LE ax ❑ Wog z z FER 50' Q Q TAPER T-J J T 786 (IVy DEPOT Rp U 0- • �,y FLAG ER STATION0 w • f W m U m 20 tea¢ c x o m x AooA FLAGGER STATION, TYP 350' O ? n wo z�� ' m �o�oi b x ~� m orb 1�1u/ v AT EXIST. STOP SIGN BARREL, TYP. ' x W- ,� ' x m H� a LL Nam , �W z 350' Q t 350' 350' J > L.L US O 250 IVY z } � ( ROAD � o z u- mN xQ ce MAINTENANCE OF TRAFFIC FOR MILL & OVERLAY mN F�� w o O J W oC < U wmz J Oaz w > Q M OJ Q z SCALE V=100' oe No. 0 160, 200' 42932 SHEET No. C4.3 L 0 0 O O O O 0 0 0 0 0 O 0 O O O 0 0 O ° 0 0 O O O ° O O O O 0 \ o o ° 0 0 WC. BLOCK _ ABUTMENT Y APPROXIMATE LOCATION OF ' PRIMARY DRAIN FIELD - ' 539 - - - 0 0 ° ° I I EXTENTS OF 0 0 ° 500-YEAR 0 0 0 °° O ROAD - J FLOODPLAIN O o 0 0 0 0 I I & O RAIL BRANCH HAM i 0 0 0 C 0 0 I g0• ID APPROxINFATC LOCATION / / ° 0 0 ° d ° ° o o ` 24"HDPE OF RESERVE DRAIN FIELD / ' o o ° ° ° o .8 I I TW=BW532.37' - - - - I •38- 524.2T _ - _ 0 0 ° /° 0 0 0 °o 0_0�-0'_0-o�o _oysac T-W = BW 522.32' TW 524.62' 533 BW 522.23'- _ _ _ _ - = - - _ - TdV 524:41' — 7 OHP' BW 523.29' _ TW = BW 523.9 V5- 24"HDPE o lNV=537.13 CH RAILROAD 13UCKINGHAM BRAN 524.38'--- ooyog 0 o 0 0 i — / /- W531.38' - - - - ``_T_IN530.87' // ------ - - SdS�tIN524.87-------- - - ,\ \ — — — _ CRITICAL — SLOPES, TYP. S33 — - - - _ 1]I1L=B1p/ 529.06 _ - 5'24-41 3T.75-- - - - - - - -CRITICAL - - - - SEO BW 523.58' �5 =BW524.04'-\- - - - - _ _ F S2S S3� TO,RIEMAIK S - 52530 2.7$ - - _ - 524.67' - - - _ _ _527 _ TW=-BW 525,4z till PROPOSE\D\54"�MP PIPE \ STORAGE FA'CILI\CY \ 1 108 ---- ems_ EASE I TC 520.70' 20' DRAINAGE EASEMENT S19 /y 518 \ 114 519.80, 102 \Silt<� 1 10 Oy'<iNF \ ° 15" HDPE PIPE (TYP.) \sue o o \ O 0 0 O 0 0 O O O 0 O O ° o O O 0 0 0 O 0 o O o ° 0 O ° TMP 58A2-20A RICHMOND, JOSEPH W JR TRUST D.B. 4992, PG. 686 D.B. 821, PG.218 D.B. 268, PG.151 ZONING: CI COMMERCIAL USE: OFFICE BLDG. TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: C1 COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE 0 O SD INLET/W GRATE O 0 o N TOP=51515 0 ° i 0 INV. IN=513.45'4"PVC o ° N -CONNECTION UNKNOWN o ° N v INV. OUT=511.60'24"CMP 0 0 ° \ 516- - 0 0 \N 0 o O i o O o 10 /� 0 ° o / 0 0 ° 0 ° O O / Igo � q/q � EXTENTS OF 0 0 / / 100-YEAR / FLOODPLA/N O O O o 0 0 O h / I I III -- i I ° ° o ° o ° o ° ° y^�ti //l 515 0 0 0 0 00° 24"CMP W/BROKEN ° III ° ° o O ° o HEADWALL / \ 0 0 0 0 0 0 .O INV. 511.07 O o 0 0 0 0 rIle CLINT - c- CLINT W. S FFLET Lie. N 54380 �4C 03-18-2021 4 a M E O O U N � N C Q O > E w v E w w 3 Q LL 3 p LL w 0 m O W L M Q�-j Voo J —u M C7 1u ry v w ITzF =x 3 -j oa =LL Ln X N =v>� ~ c '^ °00 N W M � H NOTE: U) VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE 0 of C] Q z SCALE 1 "=20' 0 20' 40' AL z O � w V E 0 O z r O z U O w V tD vv a o o ti N O N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1" = 20' Q J 0- Lu I —I Z Q' -j z} � Z (D I —I LL0 z 1 Lu I"I Lu w m ce J / ^ Oa I..L H� JOB NO. 42932 SHEET NO. C5.0 L PLANT SCHEDULE TYPE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF TOTAL CANOPY SHADE TREES 9 CARPINUS BETULUS EUROPEAN HORNBEAM 2.5" CAL. B&B 234 2,10E FLOWERING TREES 10 CORNIUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 1,240 FLOWERING TREES 4 GINKGO BILOBA "PRINCETON SENTRY "PRINCETON SENTRY" GINKGO 2.5" CAL. B&B 17 68 SHRUBS 40 JASMINUM NUDIFLORUM WINTER JASMIN 24" HT./SPRD CONTAINER 10 400 3,814 SF CLINT W. u 7 S F'FLET L;e. N . 54380 4C p 03 18-2021rr M E O O U N � N C Q O 0 > E 0 a E 00 w — 0 24"HDPE ? v w 3 p / w O W 0 0 0 0 0 l i APPROXIMATE LOCATION OF / a J v M0 0 0 0 I I PRIMARY DRAIN FIELD 0 0°° j o N O F °°° °o II 0 FLOODPLA�N 00°0°00°000 zF vX U g ° 0 0 0 0 I I C& 0 R, BR NCH ° 0 0 0 0 0 0 0°° o a= Q O 00 II GHA 00000 0 LnV v� Z 0 0°° 0 i j g0• ID OF RESERVEAPPROXIMADRAINFIELD o o°°° 0 0° O o° 0 0° ~ $ nO1i U 0 0 24"HDPE I I 0 o U w o ° w a 0 0 8 1 1 a ° o . 0 0 1 0 0 0 000 0 0 1 0 0 p Z O O O O O O O O O \ J O 0 0 O O O O O 0 O O O O O O O O O O O O O O l01 O O O O O-0 O°°°°° O°°° WINTER JASMINE, TYP. TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 0 D.B. 130, PG.109 = ONP ZONING: C1 COMMERCIAL r PRESENT USE: SERVICE f REPAIR GARAGE F OH o � FL o ON / fr / I U N 1. CONC. BLOCK / Q BRl ABUTMENT /r `4/ PROPOSED TREE LINE 00 N V) DATE hp . , •. 12-30-2020 13'-2"BRIDGE O} Q' / . HEIGHT SIGN J,I}( \ "PRI CETON SENTRY" DRAWN BY L ADOPTA GI GO, TYP. A. FONTAINE H Y SIGN • 8 tip �� • DESIGNED BY \�J / • C. SHIFFLETT \ ® CHECKED BY PROPOSED BUILDING fr • FIFE = 522.50 ` • C. SHIFFLETT EUROPEAN HEIGHT: 26'-6" ryti HORNBEAM, \ • • SCALE TYP. tip .. • / • i" = 20' r EAST N OGWOOD, P. I go TF� P0� �2, O O i ��>i,. ��F ''� TMP 58A2-20A �:> �o� so RICHMOND, JOSEPH W JR \. TRUST Q • ® \ D.B. 4992, PG. 686 ® D.B. 821, PG.218 J D.B. 268, PG.151 ZONING: CI COMMERCIAL / 2 USE: OFFICE BLDG. w STO \ Ry Q z (� ( Q ���� > } W z \ S/Nc�F \ o LL /use, 0 ° u ,U^ E oOGe�Fy F II TOP=515.1SD 5GRATE o° 0 0 LLJ ' � V/ /NV. 1N=513.45'4"PVC O ° Q ���1F N "CONNECTION UNKNOWN o ° w 7� APPROX EDGE OF H v INV. OUT=511.60' 24" CMP 0 0° CL m Z PAVEMENT O o° O Q Q 11 0 0 o LL , o 0 A /1 0 LL / 0 ° ° / /J �� /, 0 0 0 / �` q/q EXTENTS OF 0 0, / �. 100-YEAR / FLOODPLAIN o / 0 ° / .o °° 0 0 0 O ° 0 ° ° ° z 0 0 ° 24" CMP W/BROKEN 0 0 ° 0 HEADWALL °00 ° 0 .o° INV.511.07' - WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO 0 0 0 0 ° ° ° 0 0 ° ° ° 0 0 0 0 0 0 0 ° o ° ° 0 0 ° 0 0 ° ° ° 0 0 0 0 SCALE 1 "=20' oe No. BE INSTALLED AT A MINIMUM HEIGHT OF 12". 0 20' 40' 42932 -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 SHEET No. OVERALL HEALTH OF THE PLANT. L1 . 0 LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED IVY ROAD 292 LF - 54 LF (WOODS 1 LG TREE PER 35 LF WITH INTERSPERSED 238/35 = 6.8 7 LARGE TREES 8 LARGE TREES TO REMAIN) = 238 LF FLOWERING TREES 7 FLOWERING TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 35 PARKING SPACES 35I10 = 3.5 4 LG. OR SHADE TREES 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.E of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5%GROSS PARKING AREA 13,403 SF 13,403 x .05 = 671 SF 671 SF 907 SF (PARKING LOT ISLANDS AREA) TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.87 AC (GROSS SITE 10% COVER 0.87 AC x .1 = 0.087 AC 3,790 SF 3,814 SF AREA) = 3,789.2 SF L CLINT W. u 7 S FFLET •4�' L;e. N . 54see 4C p 0318-2021 fy'� M E POLES TO BE SELUX #AT69-16'-BK (FACTORING IN 2' BASE) N u C Q O o > E 0 v E 0o w - 0 24"HDPE ? H- LU 3 0 ° o INV=537.13 �� ¢ UM 3 ° 0 w O W O ° 00 o APPROXIMATE LOCATION OF a j v 20 z ° I I PRIMARY DRAIN FIELD 0°°" o rn O 0 0 1 1 b. 0 .0 EXTENTS OF + 0 0 o a o ry °° ° 0 0° 11 1 O oAD FLOODPLAIN b. 0 0.0 0.0 0 0 °° 0 0°° ° 0 0 �i O to x U E w O o° I 0 (tpll-R AN�FIo 0 0.0 0.0 0.0 0.0 + 3 +0.0 ° o o °° J LL 0 U ° 0 ° 1 C & GNAM 6R + +0. 0 0 ° 0 0 0 ° ° ° ° ° v v � z V 0. o O ° o ° o 0 24"HDPE b 110 .OID 0.0 0.0 0. o OF RESERVE DRAIN FIELD 0.0 +0. +0 0 0 0 0 0 ° ° ° 0 0 ° ° ° 0 0 ° 0 .0 ~ o ry 0 o LU 0 ° .8 II +p o0q �� a ° 0 b.0 �0 b.0 b.0 b.0 b.0 b.1 b.1 b.1 ° o \ o.o �, ° ° 0 ° ° C 1 Z 0 0 0 0 0 0 0°°° + \ °°° O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 O O O 070 A 0 0 0 0 0 0 0 0 0 + 0• ~ o • TMP 58A2-21 b.0 b.o b.1 b.1 0. . 0 b. 0. .1 b.l b.l b.l 0.1 0.0 SR&DRLLC vi D.B. 1597, PG. 226 0 + b 2 0 2O o • 6 b. b. 1 . o D.B. 231, PG.109 O o .1 ' D.B. 130, PG. = +OHP 0. 0 0 1 ZONING: C1 COMMERCIAL o. 0 0. o b. 1 b. 2 b. 9 a 3. z a PRESENT USE. SERVICE � 0 0 , f b 0 REPAIR GARAGE F �N ' .3 .5 I p p w 0.0 .1 Sa 0.0 LU a o 0.0 / +H 0.0 r + •p / i<s t. f / 0 7 +3.6 9.5 3.7 1.9 0.9 0.3 0.2 0. U O N Q 1. CONC. BLOCK p o 0.13 ` +o . o z N BRl ABUTMENT 0 /' . t. +1 . +3 . 9 . 3 2 .6 1 .3 +0 10.6 +0 .3 + .4 + . 9 + . 5 0 V> DATE 0.0 12-30-2020 13'-2"BRIDGE HEIGHT SIGN s . +2 . 3 2 .9 1 .8 10.9 10.4 +Q . 3 10.7 +1 .7 +3 . 6 5.8 9 . 2 +0 • 0 > DRAWN BY L ADOPT A r / \ / H Y SIGN + A. FONTAINE 0 i0 0.9 1.0 �.9 3.2 5 .6 .3 1.6 0.5 p • DESIGNED BY + \� +.5 0 9 0. 0.7 +1.1 +1.7\ 2.7 9.0 9.1 1.9 0.5 0.1 + • C. SHIFFLETT 0 + PROPOSED BUILDING \50, e.. \ f . + • CHECKED BY + t�. FIFE = 522.50 + 0.8 1.3 1,.9 2.3 1.3 0 + o' • C. SHIFFLETT HEIGHT: 26'-6" IsY4, + ' \ \ 0 p • SCALE .5 .6 0.9 1.2 0.7 0.2 0. • 1"=20' 0.0 • F +0• 0 0. + 9 / 0.5 0.3 0 .0 • a 1 . �o. 3e. I • 0.0 • + • + + + + 0. 0 /2 0.2 0 I Q � B � + 0.2 / 0.1 0.1 0.1 OZ + 0 . a. 0. • . i. s.0 +0 . s.. s s a. 6.7 + . 6 +0/1 0.1 0.1 0.0 0 ao� y0� 0 • + . 3 0.2, / 0.1 0.0 0.0 + b0 / TMP 58A2-20A o Rom* SO +0 . RICHMOND, JOSEPH W JR z +0. + 3 0.3 0.1 0.1 0.0 0.0 + TRUST 0 p ® \ D.B. 4992, PG 686 D.B. 821, PG.218 J +o • 0.1 0.0 0. o + D.B. 268, PG.151 ZONING: CI COMMERCIAL / USE: OFFICE BLDG. w 7 0� OR QOW Z �Q + z J yO�QO o 0. J +o o Q U z O z S, I --I N ° 0 0 CONTINUOUS clF/y�y"A o 0° UU w ° ASPHALT LU ° ENTRANCE ooGe�Fl `/NF TOP=515.SD 15 GRATE o 0 0 ° ' °0 F��o/y p INV. 1N=513.45'4"PVC 0 ° Q 0 ° �'1F N "CONNECTION UNKNOWN 0 ° 2 O ° ° O APPROX EDGE OF H v INV. OUT=511.60' 24"CMP o 0 ° m O o PAVEMENT 0 0° O Q O u °° _ O O 0 0 O 0 / O A L.L / O 0 0 / ° O O O ° // O O ° o / I/, o 0 I --I 0 .0 Igo 0 0 0 o q/q b EXTENTS OF 0 0 0 ° % / 100-YEAR ° FLOODPLAIN o O 0 o 0 0 0 0 0 o ° 0 0 0 ° m 0 0°° 0 0 0 0°°°° O° Z ° 0 0 0 ° 24" CMP W/BROKEN 0 HEADWALL 00°00 0 '°°oo° INV.511.07' - .0 ° SCALE 1"=20' JOB No. 0 20' ao' 42932 SHEET NO. E1.0 Luminaire Schedule Symbol Qty Label Arrangement Description 1 SH SINGLE AST2-R9-1-SG1900-90-18-BK-UNV-HS (18' MH) 7 B SINGLE ELFB-3.5'-TS-S1G2-90-BK-UNV (3.5' MH) 1 S SINGLE AST2-R9-1-SG1900-90-18'-BK-UNV (18' MH) 12 D SINGLE LEDWALL-A-BK (8' MH) L 6- �s CLiNT W. clk�Z u 7 S F'FLET Lit. W .54380 �? Date: Customer: ELO Bollard T4Q oi-1$-2021 �ty� ('QI y Date: Customer: .� Morel watts Delivered lumens LED lumens CRI Color°T Voltage Project: IVY PROPER seLux seLUX Project: IVY PROPER seLux ,. s�Q11A� ELXB-XX-TS-IGI iG2 �,10 LEDWALL-A 29W 21001m 22601m 90 3000K 12OV-277V Type: Oty:Type: Y: TYPE B-ELFB-3.5'-TS-S 1G2-40-BK-IJNV 6%" 6 •/,^ p 163mm 163mm) m an Specifications The LED board is sealed with a Finish E L B O o r 3 O 4 9•/." Astro p E Cylindrical made of extruded Clear tempered glass lens to ensure • BK Black (244mm) N c Y 9 weatherproof operation aluminum Baked powder paint coat for a highly W SG 6ilvergrey Fixture canopy made of die-cast aluminum durablefinish O WH White I ! > E w v E LED module mounted on an aluminum Integrated dimmable driver _ JHehtheat sink to maximize heat dissipation Orderemmpla { F- W NJAB certifiedand extend product IBe 1Q UMENERGY STAR certifiedCylintler comes with3opticaloptlons: LEDWALL-A-BK �wBright aluminum reflector that provides ADAcompliant LEDWALL-A LED rylinderinablackfinish W 0WSuitable for wet locations 13J J - Lri Za 45° beam spread d J o Z •Frosted glass lens In allow awider Refer to website for dimmer compatibility Noe d' � O IN F boom spread Other Colors and Finishes available, but Q. rA ry d Z Ideal operating temperature: may require sell and longer lead times. AST 1 AST 2 (.0 lu lti W • Die-cast aluminum cap to allow a down -20° to 40° C Z F 4m_, m Please contact your DALS representative W O light only version 5-year warranty for more information. 3:0 Vj X Compatible with TRIAC, ELV and - Lai 0-10Vdimmers Order Code: AST2 - Rq - 1 - 5G1400- 40 - 18 - BK - UNV - HS a = 0 V Pole Order Code: AT64 - 16 - BK - - T30 = v UD UD Z } Order Code: EFLB - 3.5' - TS - S1G - 40 - BK - UNV - Series Height Finish Options = U Q 0 Z AST2 Series AST7 AST2 -- -_ LEDWALL-A El Series ELFB ELDB Aatrot Astro2 F m Li 4 W ELO Fiat To ELODomed a. Bollard Top Bollard M R4 O tics R7 R2 R3 R3W RSR R55 RSG a 3,5, 1.5 2 2.$ 3 3.5 4 p TypeI Type 11 Type III (Wide) Type lV (Round) (Square) (Rectangular) W J Height is z' 2s 3' 3s a' Tvcem Type Type Type o W (uanawt (consult Specifications to H- factory) factory) 1. Fixture Housing - Die cast low -copper 7. Diffuser - Clear, UV stabilized, polycorbonate 5 Year Limited LED Luminaire Warranty - T`S Optic Ti TS TA and low -iron aluminum fixture body provide with minimum wall thickness of 0-125" (3mml Selux offers a 5 Year Limited Warranty to the 1 Mounting 1❑ 1A 2 W res Forward Symmetric Asymmetric Single Single Arm Double Arm Wall Mount corrosion resistance in marine environments. original purchaser that the Inula Bollard LED Mount Mount Uri 51G1 51G2 GiG1 G1G2 'M-•^^R•I^r�� B. LED driver -LEDs are driven by ROHS luminaire shall be free from defects in material S1G Light Engine 2. Gasketin -not shown Continuous gaskets compliant constant current programmable LED and workmanship for u to five 5 ears from SG350 5G530 SG700 SG7050 SG1400 Silver Silver Gold Gold 9 ( ) 9 P P 9 P P O Y 5G1400 Light Engine 51335041m 51353471m 5137064W/63361m 95W]87401m 121W]n0301m Based or Rldsinbu,im M3000KCCf O Reflect Reif tor, airectoc Reflector, provide weather -proofing, dust, and insect driver. Driver includes 0-10V dimming to 10% and date of shipment. This limited Warranty covers .,.�' 26W, Single Sow, Double 2dW, Single Sow, Double control between castings. meets the requirements of IP66. Driver located the LED driver and LED array when installed and = Stack Stack Stack Stack 9 9 Y (7 inside a- block tube within clear outer cylinder. operated according to Selux instructions. For 40 CCT 271 3Or 40 �zroof i 300aKIm.pprewd 22 27 30 40 wmm 2700K 3000K 4000K •FarotM1e CCrplwemaukfactay 40 CCT �- r -w� 3. LED Array - High Flux LEDs mounted to details, see "Selux Terms and Condition of Sale." Q 2200K 2700K 3000K 4000K I It metal core PCB and attached to external Exterior Luminaire Finish - Selux utilizes a tattoo) 'Far l mo no th kM1e" n t2'. 11-3 4" re°� w g 18 10 heatsink for maximum thermal performance high quality Polyester Powder Coating -All Selux Listings and Ratings: Tested to lNRTL Wet Power Cord 8 12 14 16 18 XX Fa,uar you we polenebeMw H- 6K Finish WH SK BL BZ SV SP and life. OCT tolerance within a 3 step bin and luminaires and poles ore finished in our Tiger Location and IESNA LM-79-08 standards. Length 8' 10i 12' 4 XX' 20' 0 tp White Black Semi -Matte Bronze Silver Simi provided with a minimum CRI of 80. LED light Drylac certified facility and undergo a five LED tested to LM-80 standards. w '~ Black Premium Color > engine has a reported lumen maintenance of stage intensive pretreatment process where BK Finish WH BK BL BZ SV P• adwa�avmnsk Lu F m ' UNV Voltage UNV 120- 240- 277- 34T 4801 '°i°r•""`°^"°^ 93%at 50,000 hours. L70 calculated greater product is thoroughly cleaned, phosphated and Luminaire tested to IK07 standard, IDA white el«k Semi -Matte Bronze sheer 5 trey Premium Color r°�' = a 'We°+w,xm°e°.mw^.,°a°.r Black t2oan 120V 24oV 277V 347V 480v wo^amp,IreA xa, than 100,000 hours. sealed. Selux powder coated products provide Approved and Lighting Facts Certified. U (] N excellent salt and humidity resistance as well UNV Voltage UNV 120 240 277 34T<s 480z3 'rvot oval blewxM1 RLvoption 9''3/4"- 395"-. °rxac 9 'abpd nvansfamwrp,oadMwkh Z O DM HL30z" HL502-s HIS EM •r"^"-°^+�^^°•dm^a•-^ 4. LED Optics - Symmetric or Asymmetric as ultraviolet resistance for color retention. All Luminaire and LED tested at 25°C (77°F) 1! f7V 120V 240V 27N 347V 480V wisoa xawlgirc.«,g1r,•a. Z N , pl-9/16 TIN\/ Options mm,g -Lo FILL,House En ergeoq 'ex41iQ''t"'Onh distributions created by conical textured products ore tested in accordance with test ambient temperature. (010) notchiing Switching shield eatery lack liesssbrermu reflector and patterned acrylic reveal with specifications for coatings from ASTM and PCI. (n DATE (consult fear alternate LED PCB layouts. Forward, Symmetric, LED LIFE -LED light engine provides a reported ii REC4 REC24 REC34 REC44 and Asymmetric distribution type available. An Standard exterior colors are White (WH), Black lumen maintenance of 93% at 50,000 hours. L70 HS a se s 4 • a 4AST1m1y Qi I?-30-2020 GFCI GFc1 user, uses indirect lighting effects reads brightness and BK , Bronze BZ , Semi -Matte Black BL , calculated greater than 100,000 hours. NRTL Options DM HL30 HLStP- ROR ROL HS TLR TLRP 9 9 P 9 ( ) ( ) ( ) 9 Dimming HI-Lo Hi-Lo Rotate Rotate House side bpin NEMA Twist Lock °aW, 21aJ,zmanry 0 Receptacle Receptacle Duple. Duplex improves visual appearance. and Silver (SV). Selux premium colors (SP) are Listed (i.e. ILL, CSA) (0-10v) Switching switching optic: Optics Shi id 080°) socket Photocell •MotOteonry.eanetx bored. Y with with Receptacle Receptacle Low Output Low output 11(900) Left(900) 'anrya alMbMvdml2nawrzann7]v DRAWN BY weather- padlockable with with available, please specify from your Selux color 30% 50% CamutfornothorM5,17/4er6' res proofcwer In -use cover weather, weatherproof 5. Surge Protector - (not shown) Designed to selection guide. Visit selux.us for our LED End of Life REC28 _ItEC38 RE •wreak efafuldetalisdem pfOof cover pchil. kl protect luminaire from electrical surge(20kA). recycling policy. 120V I5A GFCI protected 120V 15A GFCI protected 12W ISA duplex recepmcle 12w 15A duplex receptacle � a��k�1ibfiupivn) Ain-usecover. FQNTAINE duplex receptacle. duplex receptacle, with USB charge points. with USB charge points. REC3aM RECA,equkeadmol GFG With weather-proof cover. With lockable With weather-proof cover. With lecia le pratectealraachdm,its. Product Modifications A rovals 6.Hi-Lo Switching Option - Controlled weather-proof cove, weather-proof cover. +Tyne l,iklliandivmly • DESIGNED BY Rev. list mmnra cla w uhremenerforne ew Pinkerton switching between 100% and 30% or 100% and M57 50% power. See wiring diagrams or additional Mettanse24Re • C. SHIFFLETT details. R4eeu line z4 Requirements) Sxpoge3hr odercode Thomas Harris & Co., Inc. 8505 Bell Creek Road, Suite B Bose pare nozozo,Taas-e3a-1� IK07 F65 �I Date: L �a IP66 Moos Mechanicsville, VA 23116 CHECKED BY i m"O" {�T ^ ..w-. Borax car raaoao2a2o Teas-e34-uoo too -its -ern Fe45-ex-14o1 wwwselaxve Pal C. SHIFFLETT 400 Boossible we r s-freight 1 www.selux.us without a Po e l of a poIn a c corporal ion a toog T the est prod Boo-735-89D F reserve the right t www.selux.us with a Pa M020) a rthrconefWn effortheprodto offer tie best product eels fo,nr atwww-1 htt°chap a most tice,specifications nsuor malotalser thaprate our opinion whine Rev.B-o a rthconefuia erfort to offer he Product. best icautt sheets bound receive Merightto than a sirecenthout orias reasons oncatipnz or,.11ot other that in our electronic c nor (Pee concise) a continuing On of the offer prodihe best product sheet fune, we rosewww,z us or the out ersio s and supns°rmaMtall.er thaprate or whine (Rev.T_SSA.) dais com ]] nkerthe fungi not the roductSpecification zheets found of www.zeW uz ore the most recent versio sand sex rcetle all other printed or electronic versions. (ELO y).4 after the of the Product. Specification sheet found aiwww.eeluz.ua ore the most reuMversionsaM supercede all MFer printed or electronicversiona. ELOBss_vL4 okerthe funr[i not the roducts Specification sheets of wwwselux us ore the most recent vosions and sex ev:etle all other printed or electronic versions. AST • • ppe p B_ss p p p P SSv1.B SCALE • i"=20' Date: Customer: Astro Astro Astro ry • Project: IVY PROPER seLux seLux Sel�x seLux • AST7/AST2-XX Pole Motion Sensor AST7/AST2-XX Type: S Dry: The Selux outdoor rated sensor incorporates Passive Infrared (MR) Technology for motion sensing and also includes a built in photocell. Designed to mount a single gang faceplate on to a AST I AST 2 pole column, the MP-211 utilizes 100% Digital Passive Infrared (PIR) Technology that is tuned for walking size tosks while preventing false tripping from the environment. AST I AST 2 Astro 1 & 2 Hand Hole 023 VVJ59amm) 023 V.^ 590 Series Optics Voltage ( ) 023'/.^(590mm) ( ram) Orientation023'/.^ 590mm MS t 270°wvemge- 00 UNV Single Sensor 000ockwiu from handhole (1201 Motion Sensor 09 347 900CIackwise from handhole (3,0rV+) V(6 :' 23 V:' m) 23 "/.:' 7e 4e0 (606mm)t_J Vmm1800 Clockwise from harsdhole (480V•) 27 Or Consult factory for 17000hockwissfrom handhole 347V and 480V Will 2! (loomm) (loomm) Factory Defaults: (local 1'-0' Street Si a ime Delay: 5 minutes Street Si e AST 1 AST 2 Street Street J [304.8mm] Cutoff: 1 hour ^^ `'Sensitivity: Maximum I..L �. , A 0 Order Code: AST2 - R4 - 1 - SG1400- 40 - 18 - BK -UNV - Ramp Up Time: Disabled (J) Specifications Specifications Ui Photo Cell: Disabled 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - not shown Pre -installed at 5 Year Limited LED Lumincire Warrant - 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - not shown Pre -installed at 5 Year Umited LED Luminaire Warrant - ` Pole Order Code: AT6 1� B1S- - T30 ( ) Y Ic•�are,.., wv...r,..,,ry,'.,..• r'r,r,< Ir Fnr•+.,r.. ( ) Y made from low -copper olio designed to ensure factory. specify power cord length in ac- Selux offers a 5 Year Limited Warrant to the made from low -copper olio designed To ensure factory. specify power cord length in ac- Selux offers a 5 Year Limited Warrant to the Series Height Finish Options pp y, g y p y p g y pp y, g y p y p g y Al Series AST7 AST2 optimal thermal management for extra long life cordance to height of the pole. Add two (2) feet original purchaser that the Trigo LED luminaire optimal thermal management for extra long life cordance to height of the pole. Add two (2) feet original purchaser that the Trigo LED luminaire � l� Q W Antra 1 Asera2 of LED light engine. to power cord length for single mount and four shall be free from defects in material and of LED light engine. to power cord length for single mount and four shall be free from defects in material and , ) Z w General Pole v J 4 feet for double arm mount. workmanship for a to five 5 ears from date 4 feet for double arm mount. workmanship for u to five 5 ears from date O P P U Y crewing For O P P O v U R4 Optics R7 R2 R3 R3W FR-4-1 R5R R55 RSG 2. LED Array - (not shown) High flux LEDs of shipment. This limited warranty covers the Ex ample Only 2. LED Array- (not shown) High flux LEDs of shipment. This limited warranty covers the y Type I Type it Type Ill (wide) LTypely (Round) (Square) (Rectangular) mounted to PC boards and attached to olun i- Exterior Lumincire Finish - Selux utilizes a LED driver and LED array when installed and mounted to PC boards and attached to aluml- Exterior Luminaire Finish - Selux utilizes a LED driver and LED array when installed and Type Id Type V Typev Type V num heat sink for maximum LED performance high quality Polyester Powder Coating. All Selux operated according to Selux instructions. For num heat sink far maximum LED performance high quality Polyester Powder Coating. All Selux operated according to Selux Instructions. For > and life. CCT tolerance 1/4-step binning for luminaires and poles are finished in our Tiger details, see "Selux Terms and Condition of Sale." and life. CCT tolerance 1/4-step binning for luminaires and poles are finished in our Tiger details, see "Selux Terms and Condition of Sale." 1 Mounting 1 1A 2 W 2700K, 3000K, and 4000K. CRI minimum 80. Drylac certified facility and undergo a five 2700K, 3000K, and 4000K. CRI minimum 80. Drylac certified facility and undergo a five > El single Arm Deubleam wall Mount Complete light engine can be removed easily stage intensive pretreatment process where Listings and Ratings: Luminaire and LED tested Complete light engine can be removed easily stage intensive pretreatment process where Listings and Ratings: Luminaire and LED tested 0 z Mount Mount for future upgrade. LED light engine provides a product is thoroughly cleaned, phosphated and to IP66 and IESNA LM-79-08 standards. LED for future upgrade. LED light engine provides a product is thoroughly cleaned, hoe hated and to IP66 and IESNA LM-79-08 standards. LED �� Z Overall P9 9 9 P P 9 Y P P reported lumen maintenance of 93%at 50 000 sealed. Selux powder coated products provide tested to LM-80 standards. Luminaire and LED reported lumen maintenance of 93%at 50 000 sealed. Selux powder coated products provide tested to LM-80 standards. Luminaire and LED SG1400 Light Engine SG350 SGS 0 SG700 SG7050 SG1400 'ea:ep Rl aaatdbuuan at 3aooKm P P P P _ Pole = = - P P P P , 32wi34aalm 49w itch 64w763361m 95wi87401m 121wn10301m hours. L70 calculated greater than 100,000 excellent salt and humidity resistance as well tested at 25°C ambient temperature. Height hours. L70 calculated greater than 100,000 excellent salt and humidity resistance as well tested at 25°C ambient temperature. � � v hours. as ultraviolet resistance for color retention. All hours. as ultraviolet resistance for color retention. All U products are tested in accordance with test Luminaire suitable for ambient temperatures products are tested in accordance with test Luminaire suitable for ambient temperatures 40 CCT 271 30 40 ,zroons cTardle onautfe P P P P W ' I••L Max 3aooK 400aK 'Earache aT plmurommtfaoto,y 3. LED Optics -Technical Optics (Ri, R2, R3, specifications for coatings from ASTM and PCI. of 45°C. Minimum operating temperature of 3. LED Optics -Technical Optics (R1, R2, R3, specifications for coatings from ASTM and PCI. of 45°C. Minimum operating temperature of J v R3W, R4, RES, R50 and R5R) use Selux signature Standard exterior colors are White (WH), Black luminaire at -40°C (-40°F). RSW, R4, R5S, R5Q and R5R) use Selux signature Standard exterior colors are White (WH), Black luminaire at -40°C (-40°F). LY Z 18 Power Cord 8 10 12 14 16 18 XX 'Ion mo r id,wetlwpoleheiga.7, light pattern acrylic lens holder to secure (BK), Semi -Matte Black (BL), Bronze (BZ), light pattern acrylic lens holder to secure (BK), Semi -Matte Block (BL), Bronze (BZ), Q thrill bw.hfhd,ww MpalehelgM.4' proprietary silicone optics. Internal micro house and Silver (SV). Selux premium colors (SP) are NRTL Listed (i.e. UL, CSA) proprietary silicone optics. Internal micro house and Silver (SV). Selux premium colors (SP) are NRTL Listed (i.e. UL, CSA) Z Length 8' 10' 12' 14� 16' 18' XX' 20' side shield available for distributions types I, II, III available, pleases specify from your Selux color side shield available for distributions types I, II, III available, pleasespecify from your Selux color W Hs! m BK Finish WH BK BL BZ SV SP' 'Cazromw/asmeaw]rob/e & IV. Clear glass lens seals optical area to IP66, selection guide. Visit lingselux.us for our LED End of Life & IV. Clear glass lens seals optical area to IP66, selection guide. Visit salux.us for our LED End of Life /1 J rawae art7ootwy recycling able Sensor angular orientation from hand hole 0" recycling olio LL White Black SemiMatteBronze Bluer spoafv Premium color Y 9 policy. 90° increments clockwise around pole (Type 00, 09, 18, 27) Y 9 policy. O Q Shack 4. LED Driver -LEDs are driven by RoHS 4. LED Driver -LEDs are driven by RoHS 120 240 277 347zs 480 opt compliant constant current programmable LED For Bu American coin Trance on poles, lease T 09 90° compliant constant current programmable LED For Bu American coin Trance on poles, lease ( n UNV Voltage UNV 2,1 =Sot owl blewlm Hun, Ion Y P• P P Type ( ) Y P• P P O v 'xeP- mremfxterphaddedwhh driver. Driver includes 0-10V dimming to 10%, consult the factor driver. Driver includes 0-10V dimming to 10%, consult the 120-27N 120V 240V 27N 347V 480V 5G3s0a a MW Shtmginer. meets the requirements of Pi Driver assembly Y meets the requirements of IPi Driver assembly factory.Z located inside the head. located inside the head. �j 5. Pole Fitter - Self -leveling, die-cast low- S. Pole Fitter - Self -leveling, die-cast low- J Options DM4 HL30s4 HLSD5,6 ROR4 ROV HS9 TLR TLRP 4WIMlr copper aluminum alloy, fitter base secured to copper aluminum alloy, fitter base secured to >_ Dimming HitoFill to Rotate Rotate House Side 7-pin NEMA Twig Lack `12N,,240V,277V°nly Hand Hole Frr(040V) switching Switching Optics Optics shield ill rocket Photocell °HL or oM onry, Cannot becambmea. pole with six, stainless steel, Allen head set Location + Type 18 (180° pole with six, stainless steel, Allen head set Low Output Low output Right (909) Left (900) 'on,r aoamewkhlHAMBOT4omrv, screws. Fitter for 3" (76mm) O.D. poles. Type 00 (0°) screws. Fitter for 3" (76mm) O.D. poles. 30% 50% Consulthrecoryfor208°34N48W REC6 REC28 REC36 REC48 °s«vaaeearmna.mn,mGfcl 0 lessessel 120V154GFC1 protected DOW 15A GFCI protected 120flMahlplexreceptade 12W 15A duplex receptacle (Ground fault amult lMwnPlbN 6. Surge Protection -(not shown) Designed to 6. Surge Protect on - (not shown) Designed to duplex race 1s. dulexrece 1s. with USB char Ms. with Use chart is Pmtx4H remptcdrs' protect luminaire from electrical surge(20kA). protect luminaire from electrical surge(20kA). p prat p ptae charge poi g pain REC3ardREUrequlre®iemal GFCI With weather-proof<wer. Whh lockable Whhweather-prodeaver. W Iblockable prat fed broach ctrcuhs, weWheryrrof cwec weather-pro°fcwec 9TWe1, 11, Illi very Motion Sensor (Meets Ttle24Requirememsl Type 27 (270°) Seepage3forardercode Thomas Harris & Co., Inc. 8505 Bell Creek Road, Suite B �•; 5 IP66 qua 110 Mechanicsville, VA 23116 Selux Corporationa2020,TB45-834-1400, 800-735-8927, FWUS--834-14o1, "`7.7lux.0 Page t of 12 Selux corporation a 2020,TW-934-1400, 800-nil-8927, F845-854-1401, warevedux.us Page 2 of 12 Selux corporation a 2020,TW-04-1400, 8010-735-8927, F845-834-1401, www.selux.us Page3of12 Selux corporation a 2020,TW-934-1400, NO-735-8927, F845-834-1401, wwre.selul Page 2 of 12 In a Rev. IM02o Rev. IM02o Rev. IM02o n it change, win ifi will n In n it chimeric, win ifi will n In n it n it without ifi n will n continuing eff°rtm°fferthe best product possible, we reserve the aghtmchan a wkM1 ut nmice, speci6catios or materialsthMin our opinion willnM (gee 12/2020) Inacontinuing effort to offer Me beat product Possible, we rezermt the trot a ge, without notice, spec artions or motenakMMin our opinion of ( ) continuing effort offer the product Possible, we reserver erg trot a ge, without notice, spec artions or motenakMMin our opinion of ( ) continuing effort offer the product Possible, we reserver the trot a ge, rt wit notice, spec artions or motedakt at in our opinion of ( ) 9 g' altertM function of the rodutt.e ifiwtion sheets found www,zelucus are She most vervo,ssaMw arcade all Miter 'rated or electronicvercians. AST_$$v1.B alter function of the rodutt.e ifiwtion sheets found at wwwselucus are She most recent vervo,ssaMw arcade all Miter "rated or electronic versions. AST_$$v1.B alter function of the rodutt.e ifiwtion sheets found at www.zelux.uz are the most recent veralorsaaMw arcade all Miter ranted or electronic versions. AST_$$v1.B °IterthefunMi°n of the produce Specification sheets found at wwwzelu.mare Me most re eM versionsand superceae allother pdntetl or Nectr°nic versions. AST_ss v1.8 P Pee P P^ P Pee P P^ P Pee P P JOB NO. 42932 SHEET NO. E2.0 r� & 8:12 8:12 o OD OD N N 401 xl oL N rw rw rw rw w1 OF 9 ow, rw 1 ROOF PLAN 3/16"=1'-0" 162' 7-6" 34'-0" 22'-9" 34' " 27` 9" 34'-0" 7'-6" 10'-10" 12'4' 10'-10" 5'-6" 11'-9" 5-6" 10'-10" 12'-4" 6-2" 6'-2" I 10'-10" 5'-6" lll9" 5'-6" I 10'-10" 124" 10'-10" I 6-2" 6'-2" 6'-2" 6_2" L d I J . — — — . — . — . — . — . — . — . — . — . _ . — . — . — . — . — . — . — . _ . — . — . — . — . _ . — . _ . — . — . — . — . — . — . _ . — . 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N (V o I I o I I I ca I 1 o r u�z r o rw rw wo o�z � I 1 sFo I 1 0 � V� 11'-4" 9'-4" 11'-6" 7'-3" 6-6" 11'-9" 5'-6" T-0" 10'-6" 9'-6" T-0" 6-6" 11' 9" 5'-6" T-3" 11'-6" 9'-4" 2'-1" 41'-6" 22'-9" 34'4" 22' 9" 41'-6" 2. 2 FLOOR PLAN 1 , 3/16" = 1'-0" Z CL J (30 NW �Q w> > L u �w J Z LU C QLu w VO Q J W 00 = I U CONTACT: BOB PINEO TEL:434-806-8365 E):bob@designdevelopllc.com PRICING SET March 19, 2021 Q z V L VW �z O::D O >U Cal > Lu Q �o o�1 OOF + FLOOR �v PLAN ISSUE DATE: March 19, 2021 Al ■ SHEET # 7 OF 13 15'0� 4 WEST ELEVATION 2.1 3/16"= 1'-0" 3 EAST ELEVATION 2,1 3/16"= 1'-0" 26' 6� __150 11- ..... --- ( 2* .. --- 26' 6*I 1 SOUTH ELEVATION 2.1 3/16"= 1'-0" ---15-0-�I ..-- °'*1 2 NORTH ELEVATION 2. 3/16" = 1'-0" KEY: $F j 12'-4" x 1 1'-0" STOREFRONT $F 4'-4" x 9'-6" STOREFRONT 3-2" x 7-4" WINDOW MATERIALS: A PANEL - BOARD ANDB AND BATTEN SIDING; "ARCTIC WHITE" B STANDING SEAM ROOF; "MIDNIGHT BRONZE" C NICHIHA VINTAGEWOOD; „BARK„ zn J (30 NW �Q w> > Lu �w � J z W C QLu �w Vo Q J w I 00 = U CONTACT: BOB PINEO TEL:434-806-8365 (E):bob@designdevelopllc.com PRICING SET March 22, 2021 Q (Z \.J VW CLz O � CL O >U Q w m J A2.1 ELEVATIONS ISSUE DATE: March 22, 2021 A201 SHEET # 9 OF 13 i SF2 DOORS & HARDWARE NOTES: 1. FIELD VERIFY ALL CONSTRUCTED CONDITIONS, DIMENSIONS, SWINGS, JAMB THICKNESSES AND QUANTITIES PRIOR TO PLACING ORDER. 2. ALL WOOD DOORS TO BE CLEAR PRE -FINISHED BIRCH SOLID CORE FLUSH WOOD DOORS WITH NEW HOLLOW METAL FRAME, UNLESS NOTED OTHERWISE. 3. HARDWARE FOR RESIDENTIAL UNITS SHALL BE 4" SQUARE HINGES WITH SCHLAGE J SERIES SOLSTICE LEVER IN US26D FINISH, OR PROVIDE SIMILAR. 4. COORDINATE KEYING REQUIREMENTS WITH OWNER. 5. VERIFY LOCATIONS OF THRESHOLDS AND/OR TRANSITIONS WITH FLOOR FINISH SCHEDULE. 6. PROVIDE DOOR STOPS AT ALL DOORS WITHOUT A CLOSER. 7. PROVIDE KICK PLATES ON ALL DOORS WITH CLOSERS. 8. PROVIDE ALL HARDWARE NECESSARY TO PROVIDE A COMPLETE DOOR AND HARDWARE ASSEMBLY AT EACH DOOR. i SFl ............................................................__\`10, 0 ......................_\`9, 2'* 01 _o„_ _ -T/ SLAB zn (30 J LQ Nw w> > � w J Lu z QLu o �w Vo Q J W 00 = I U CONTACT: BOB PINEO TEL:434-806-8365 E):bob@designdevelopllc.com PRICING SET March 19, 2021 (Z V ^L VW CLz O � �o >U Q w m J Vol O� INDOW AND OR SCHEDULE ISSUE DATE: March 19, 2021 A601 SHEET # 16 OF 13