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HomeMy WebLinkAboutSDP202100005 Plan - Submittal (First) 2021-01-19STARBUCKS - 2231 SEMINOLE LANE SITE DATA: TAX MAP PARCEL: 045B1 -05-OA-01 100 PARCEL AREA: 0.70 ACRES LIMITS OF DISTURBANCE: 0.574 AC ACRES ZONING: HIGHWAY COMMERCIAL, ENTRANCE CORRIDOR AND AIRPORT IMPACT AREA OVERLAY DISTRICTS PROFFER SIGNED 1/8/2020; ZMA 2019-00011 APPROVED 2/5/2020 MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: HURT& PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 JOE F. SCHUPPE, L.S. (434)847-7796 JSCHUPPE@HANDP.COM APRIL 4, 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED BETWEEN ROUTE 29 AND THE SUBJECT PROPERTY, APPROXIMATELY 125 FEET FROM THE PROPOSED BUILDING. WATERSHED: SOUTH FORK WATERSHED - NOT A WATER SUPPLY WATERSHED. ZONING SITE REQUIREMENTS: SETBACKS REQUIRED FRONT MIN: 10' MAX: NONE (PROPERTY ABUTS A PRINCIPAL ARTERIAL HIGHWAY) SIDE NONE (PER BUILDING CODE) REAR PARKING:20' BUILDING: 50' MAX: NONE USE PRESENT: ABANDONED PARKING LOT PROPOSED: ±1.138 SF STARBUCKS WITH DRIVE THRU MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 18' PARKING TOTAL REQUIRED PARKING: 15 SPACES MIN. (1) ADA VAN SPACE GROSS FLOOR AREA (GFA) = 1,138 SF STARBUCKS RESTAURANT: 13 SPACES / 1,000 SF GFA 1,138 SF X 13 SPACE 11,000 SF = 15 SPACES TOTAL PROPOSED PARKING: 12 SPACES [2 ADA COMPLIANT, 1 OF WHICH IS VAN ACCESSIBLE] *PARKING WAIVER REQUEST* IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.419 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 0.428 ACRES VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION Trio Generation forStarbucks- 2231 Seminole Lane INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA LAND USE ITE CODE AMOUNT UNITS WEEKDAY AM PEAK HOUR PM PEAK HOUR ADT IN OUT I TOTAL IN OUT TOTAL Coffee/Donut Shop with Drive -Through Window 937 1,138 SF (GFA) 934 55 56 111 22 21 43 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND rd\Tlq: ATC101119[6tUr/MAIM RESTAURANT: 50 GPD/100 SF FLOOR SPACE TOTAL GPD: 50 GPD X 1,138 SF/100 SF = 569 GPD AVERAGE HOUR: 569 / 24 = 24 GALLONS PER HOUR MAX HOUR: 300% OF AVERAGE HOUR = 24 X 3 = 72 GALLONS PEAK DOMESTIC DEMAND: MAX HOUR X 2 = 72 X 2 = 144 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RESTAURANT: 50 GPD/100 SF = 50 GPD X 1,138 SF/100 SF = 569 GPD TOTAL GPD = 569 GPD NOTE: SINCE LOCAL FLOW RATES ARE BASED ON SEATING, THE FLOW RATES USED ABOVE ARE BASED ON RATES LISTED IN 15A.NCAC.02T.0114 WASTEWATER DESIGN FLOW RATES. LOCHRIDGE 11LLS 1/19/2021 r DoubleTree by Hilton Q Hotel Charlottesville Sam's Club Q QUrr Honda PO/O Grounds Rd Primary IF Walmart Supercenter Q SITE LOCATION 659 10 Jim Price Chevrolet i Monticello United Soccer Club R;y a1> na Rriler ' / CARRSBROOK Charlottesville BowQlero Charlottesville, a Albemarle SPCA 9 c��uCC51C�Ra so o� WOODBROOK owes CROSSINGS CONDOS ©Skrimp Shack OrderpoorDash a &ookme., Q I F I E L D S nL gboog[e VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER: COMMERCIAL RENTALS LLC 1024 CARRINGTON PL. STE 100 CHARLOTTESVILLE, VA 22901 CONTACT: DHANVANT GORADIA TELEPHONE: (434) 989-8667 EMAIL: DHANVANT.GORADIA@GDE-INC.NET ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG. KOTARSKI@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.O COVER C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 STARBUCKS DETAILS & PROFFERS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C6.1 INLET DRAINAGE AREA PLAN C7.0 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE DETAILS TOTAL = 17 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD APPROVAL DATE ��wLs'rI OIZ i U CRAIG W. J. Kg-ARSKI Lic. No. 0402048507 C'P,, 1119121 aw®' ui 0 0 cD 0 0 x 0 W w U Q z 0 0 r LM z O U w 0 z O > llJ F 0 DATE 1/19/2021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W 3 z a N _ J W 0 3 J N s O o z 0 H� N 3 5 N a a LU ' I v) z r p U Lu > o M w � O °' t N ctf U 3 (V < w m 0 o Q (n a E JOB NO. 47165 SHEET NO. CO.0 GENERALNOTES LEGEND Ri7A-mTi7 m STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . � � m CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT SEWER (5y--S EXISTING SANITARY SEWER WATER 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 JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 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 7:00AM 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, 2009 VIRGINIA CONSTRUCTION CODE, AND 2009 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 BEACH IEVED. 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 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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. U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 ��'n, 1119121 A M E 0 � o N Vi N C ¢o > E w ° E Lu a u- oW- w 0m K W L M ¢� J U m W i N U W w � 3:o x 0J N LL a 04 v = N N = U > F ¢ . c �^ O � N � M o w vi D 0 D 0 cc x 0 w w_ U z O 0 O H F DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A Lu I5 z a J W J n O � z`o H�N v Q U o W > J s A } Q Z r 111 a 1�1 Ou Q o Mw N Q C/) 2:a Nwwo 0] o 0 i Q p �Z n0 Z o2 A �-6 v) EE o a �N U 0 D 0 3 Z z„ K1 0 � LJJ � a 0 o Qm a m X C 0.0 d� dh 0 0 m � E `o � M V N 06 a f0 'a JOB NO. w 0 2 .- 47165 o C p SHEET NO. n o C1.0 c E F_ CG-12 •5 DOWELS, 8" LONG AT 12" C-C 5'I 12:1 MAX 1 N I RAMP r E TABLE) A BACK OF 20:1 PERMISSIBLE CONSTRUCTION JOINT zm 12:1 MAXI �MII SEE TABLE) ABIII J DOMES 1 OF 5 FOR DETAILS PERMISSIBLE CONSTRUCTION 3 JOINT In 0 U SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 2 5 10 5 6 1 14 15 WITH BUFFER STRIP CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK SLOPING 48;1 MAX. SLOPE WITHOUT BUFFER STRIP CROSSWALK wae- ]HALL UL r"ovvu PERPENDICULAR CR( f, WITHIN THE MARKEC SSWALK AREA. CURB M�ii§CRO 4' BUFFER STRIP 5- SIDEWALK DIAGONAL PLACEMENT 48:1 MAX. LANDING 48.1 MAX. SLOPE CURB 0 1 T CROSSWALK R?'1 FJ R = MO} CROSSWALK Y Ma1 J F GR!F (7 CO OR TE CURB II N II CURB WITH BUFFER STRIP & WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 203.07 0 7/ 16 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG-12 NOTE:COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX 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 q' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 8 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO MAX THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 7p:1 PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED T CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDESTHi,) RAMP FLOOR.MID-DEPTH OF RAMP FLOOR. MINIMUM COVER IL 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS y ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. `% 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED ' 12�•T BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX 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 TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL 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. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12:1 MAX - v ' PERPENDICULAR TO THE CURB. 5' MIN * * - - 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT 11=III=1 N - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I 11=III=IIIE _ s 4' MIN Ildll-J = _ TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY qT * 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. 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'X 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' X 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 0 TRUNCATED DOME in 1.6"-2.4" C-C 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 - y O O O 040 O O O O O O O - THE BACK OF CURB. W - 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o + a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 1i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IR[ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50Y-65Z OF BASE TOP DIAMETER DIAMETER O O O O O O O O O O O 0 0 0 0 DETECTABLE WARNING o I AT BACK OF CURB `1 4" VARIABLE FULL WIDT L H OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER _I f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL \VDOT SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% -A .4 .. 4. 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. C=�)DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale R=14 1•': CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) %3/ ;:.:::•: EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED A. EXPANSION FILLER CONC. WALK COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND / HANDICAP SIGN / LOCATION (VAN) FACE OF CURB PAINTED PER VDOT SPEC. 4" 21-B STONE CONCRETE BUMPER BLOCK AS NOTED ON C4.0 FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 9' 9' 1 r� ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale EXISTING PAVEM I- 2 > a SAWCUT THROUGH U EX. SURFACE COURSE w & REMOVE PAVEMENT \ 2' MIN 1 PROPOSED PAVEM MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR RUSHED STONE BEDDING 6" DI CLEANOUT PLUGATEND OFLINE CLEANOUT DETAIL No Scale P Sp LENGTH ANCHOR WITH %8' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 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 THERE TO: 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. u SOLID WHITE LINE 24" (TYP.) 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 21 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL No Scale CURB TRANSITION DETAIL No Scale 61Eel 01 STD. U POST GALVANIZED REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS SIGN AND POST DETAIL No Scale R �iV®RKING PARKNG PBkTY PmTY IM-NORE $M-rAFM lOW AWAY M E TOW AWAY ZqE VAN 6'ABOVE ACE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale VDOT A-3 CONCRETE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 4" MIN. 2" R CONIC CURB AND GUTTER CLASS 3A, 716- (fc=3,000 PSI) CONCRETE d d ° °4- 4 7" d ° 4 ° , .4 ° [I f�6" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale ^." ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ 4 _ T 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 1119121 M E 0 0 rn u N � N C > E a; E W Q LL 0 Ed W0 < W L M Q � um Z ai J - M i O d 5: w O N a z H =x a� < U w oQ o U) 2 N Z =V >N O_ ~ c 1n U1 o � W N M a a m J O W l0 H- vi 0 0 (D 0 0 S H W W U Q z 0 14 0 r DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A w s c 5 z N c J > 0 N W Io 0 0 J N n O n c zo d N C N G Q V�/) 0 c UJ > J ° L ` � N vJm z � r W n J 0 c 1-1 U Q `0 Mw,,,x J 06 3 c N < U IN W III = Q N ' O m Z c E i D c m U D_ 0 Ile z z 0 0 LL � `o 2 o n m N x m m m m N E E 0 D d m 0 JOB No. uQ 47165 N c SHEET NO. o. m C1.1 m D Y z z D 4' MIN 01 6' MIN ON MMAIM1 DACIINI NON TRAFFIC INSTALLATION „RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN _. JER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLEIS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NYLOPLAST 12" DRAIN BASIN: 2812AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. OOOOOO MINIMUM PIPE BURIAL OO DEPTH PER PIPE MANUFACNRER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (A)OORDINGTO (MIN. MANUFACTURING PIANSTAKE OFF) RED. SAME AS MIN. SUMP) 15I ADAPTERN VARIANEP 3W AWpRISING ro NA16 WATERTIGHTJOINT (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET& OUTLETADAPTERSAVALABLE: 4"-12" FOR CORRUGATED HOPE (ADS N-121RANOOR DUAL WALL, ADSIHANOOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC CBOWC905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1-GRAMS UD COVER SHALL BE DUCTILE IRON PER ASTM AKE OWETOWOS, WITH THE EXCEPTION OF THE BRONZE GRATE, F INTD 2-FRNF95HNL BE OUCTILEIRON PERl51MA536 GRADE 1050A5 STE 3-DRAIN MINMBECUSTOMMWUFACTURm ACCOWNGMP DETNLS. SESS RSERSME NEEDED FOR BASINS OVERWDUE TO SHIPPING RESTRCTIONS. ER,O SEE DRAWING NO.Ml-110085 AL U 4- DRAINAGE CONNECTION! STUB MINT TGHTNESS SHALL CONFORM TO UCTI MM03212Fg3WRRN MDHDPEIADSN.IMMWRDUALWALI, ED4 N-12 HP, &PVC SEWER. HER5-ADAPTERSCMBEMOUNTEDONMYANIUEO-TOW. TODETERMINEMINIMUM DEE,ANGLE BETWEEN ADAPTERS SEE DRAWING NO.. 700141N12. "ON I MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7OD1-11D.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (8' MIN. BASED ON MNUFACl11RING REQ.) 4' MIN GRATEOPTIONS LOADRATING PART# DRAWING# PEDESTRIAN MEETS H-10 1299CGP ]001910.202 STANDARD MEETS H-21 1299CGS 7001-110.2N SOUDCOVER MEETS H-20 1299CGC 7001-110-za PECESTRAN BRONZE WA 12i"aGGPB ]L01-110.N5 DOME WA 1ID9CG0 ]LOT-110.H8 CRCPINGRATE LDM CUIV 1201D1 TCO1-110021 1201DI APPROX. DRAIN AREA =39.75 SO IN APPROX. WEIGHT =15 USE NyLO LAsT �6 o� 0 3 01 0 h m I e= �e 014.95 DUCTILE IRON I 1.25 011.84 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAYVARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY AWA MATERIAL 3130WROIMAW DIMENSIONS ARE IN INCHES NYLOPLA5T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFOm, 6AN518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE Ou00 PIN RRI9M-24N QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70N005 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR x�Y1 St• FM(77E)92294N PANT: CASTINGS ARE FURNISHED WITH A BUCK PANT REPRODUCTION ECHNICATIONOF THIS PRINTSHOWN HEREIN 0.EWSm BY Em PROJECT Np.MAME x7 w•w.nylWleHue.com REPRW UCTION OF THIS PRINT ARMY INFORMATIONSIZWQE ACEOF SSTAT ID I MEETSREQUIREMENTSREGISTER PART AM RICANDEPARTMENT DINT OF ARTICLE HECONTAINED REFROM, FOR RRANE DISCLRE OF MYURETO DATE 41N1 ACT AS STATED IN FEDERAL LREGISTER PARTIII, DEPARTMENT OF ARTICLEDEN.ECEPTB SECIIFIC WRITTEN PERMISSION OTHERS t9NDmPIx JUSTICE, 23 CM PART 38. IB FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYlOP1AST. XN+, xnw.er DINGSIZE A I SCALE 1N1 SHEEP 10i1 DWD NQ 7001.110421 REV D 1299CGC APPROX WEIGHT WITH FRAME =39.90 LES LFOR R ESS 356 r 1.81 In13.56 + 13.38 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DMWNBY EBC MATERIAL 3IN ERONAAW ACTUAL DIMENSIONS MAY VARY NWOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD GAM518 DIMENSIONS ARE IN INCHES ORPOSSESSION OF THIS PRINTWES NOTCONFER DATE ua DUCTILE RON ♦ PIN (T70)D2-2"S GRATE MEETS H-20 LOAD RATING TRANSFER OR LICENSE THE USE OF THE DESIGN OR NylO laSt FAX (77M)932-W QUALITY: MATERIALS SHALL CONFORM TO ASTM A538 GRADE 705005 TECHNICAL INFORMATION SHOWN HEREIN RMSEDBY EBC PROTECT NO.NNE WNW.nyIAPINPux.mm REPRODUCTION OF THIS PRINT OR ANY INFORMATION TILE PANT: CASTINGS ARE FURNISHED WITH ABLACK PANT CONTAINED HEREIN, OR MANUFACTURE OF MY DATE 3F1410 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 121N ITMID COVERABSEMBLY 7001-110033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROMNYTDRPST. emmxrwnwr DROSPE A SCALE 1:8 SHEET 1OF1 OWE NO ml-1 W2N4 MY C HALF PLAN VIEW SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTES 1 FRAME & COVER THE TOPSUFFICIENTLY OF MASOLOW TNRY ISERMIT TO BE LEFT L PROPER ADJUSTMENT OF COVER PR AND ERNE TO GRADE BY THE USE OF MORTAR OR AS BRICK DIRECTED BY THE ENGINEER. ST-1 UIMILMR=4--6"+12 x WAA THIMME55) ol SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45- TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CAI. YMDS 4 0.5 0.785 1.437 5 0.7 0.785 1.999 6 0.9 0J85 1.961 7 1.0 0.785 2.223 e 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.8 0.785 3.009 11 1.9 0.970 1 3.455 12 2.2 0.970 3.817 13 i 2.5 0.970 4.179 14 2.8 0.970 4.541 15 1 3.1 1 0.970 4.903 18 1 3.4 1 0.970 5.265 17 1 4.0 1 1.173 FO32 INCREMENT 1 0.45 W-1 B NOTESP 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MAST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2.A BASE THCKNESS OF 9" WAS USED N COMPUTING CONCRETE WANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ME USED THE MNMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. S. ALL CONCRETE TO BE CLASS Al 7. WHEN SPEWED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FLOURISHING AND PACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE I D PRICE FOR THE STRUCTURE SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AN`��ANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 06.01 IS-1 v NOTES SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE NVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4-1 IN DIAMETER AND CONSIST OF STONE. BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED SHAPE V COPIPE (VENT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO GRAN TO INVERT OF OUTLET PPE PETALS OF INVERT EACH AS SHOWN HEREON ARE FOR EXAMPLE• .• ° PURPOSES ONLY. NVE EACH PINHOLE OR DROP INLET R TO F BE SHAPED NOIVDUALLY TO BEST FIT THE PARTICULAR INLET AND CUTLET CCIFICINATION AND FLOW LNES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROM NRv DG�TNDND3 SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 I REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION � I,LAg QF G U CRAIG W. I. KOTARSKI .P Lie. No. 0402048507 on, 1119121 M E CO 0 OI U N Vi N C >E w ° E Q U. ?+ O U. - w 0 U J L M Q< J V 00 J - Ui CII CIL O N E/1 N R Z W w m F~ o X _ N < it 04 v _ U N =� F Q Ul C N 0� N � M a � O W UO F- r•� H F- a DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W z 'm V c J t� O W J 0 a z 0 co N 5 DI Q '!J Y O v C Lu > J ° s N }Q� z I I 1 0 Ou 0 0 Mw�x J W 0 N < U NLL 0 oo i Q p °Z n-6O zo c2 EE w o a �N U O IY D D U 3 W z„ K1 0 � LJJ � a 0 d F d o Qm a m M JS � rn X C 0.0 D t-j d rn O O tll O C EaO O C O TG 06 2 a mm JOB NO. 0 0 N .- 47165 w O C O SHEET NO. n o C1.2 c E F_ L- NOTE: FOOTING DETAILS TO BE PROVIDED BY VENDOR UNDER SEPARATE COVER. Original Proffers _Yes Amendment PROFFER STATEMENT Revised January 3, 2020 ZMA No. 2019-00011 Tax Map and Parcel Number(s): 045B1-05-OA-01 IOQ; Owner(s) of Record: Commercial Rentals, LLC Date of Proffer Signature:' ToQr,u�c.L --•J 0.702 acres to be rezoned from "Commercial Office (CO)" to "HiAway``Commercial (HC)" Commercial Rentals, LLC, is the owner (the "Owner") of real property described in Albemarle County records as Tax Map and Parcel Number 045B 1-05-OA-01 100 (the "Property") which is the subject of rezoning application ZMA No. 045B 1-05-OA-01100. Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albemarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. Proffer 1. Uses: The following uses will not be permitted on the Property: I. 24.2.1 (5) Churches,cemeteries; 2. 24.2.1 (6) Clubs, lodges; 3. 24.2.1 (13) Fire and rescue squad stations; 4. 24.2.1 (14) Funeral homes; 5. 24.2.1 (23) Manufactured home and trailer sales and service; 6. 24.2.1 (24) Modular building sales; 7. 24.2.1 (41) and 22.2.1 (b)(3) Religious assembly use;�Cmeteries; 8. 24.2.1 (4 1) and 22.2.1 (b)(4) Clubs, lodges; 9. 24.2.1 (41) and 22.2.1 (b)(6) Fire and rescue squad statipns� 10.24.2.1 (4 1) and 22.2.1 (b)(7) Funeral homes. Proffer 2. Sidewalk: A pedestrian walkway will bd;cotisttuctcd from the building entrance area to the existing public sidewalk along Seminole Trail (Route 291tpomprised of a concrete sidewalk with a striped crosswalk provided where the walkway crosses the prlyate"asphalt entrance road into the Site. Version: 12/10i 12 PROFFERS No Scale Proffer 3. Architectural Design. Any new buildings constructed on the property must be designed such that the wall facing Route 29 will serve as the primary building fagade, or the wall facing Route 29 must incorporate transparent windows and doors at a minimum, and may also incorporate pilasters, recessed or projecting bays, or similar architectural elements and will not be a single, undifferentiated plane. Proffer 4. Managed Slopes: The managed slopes and existing landscape buffer will not be disturbed within the 20 ft. parking setback from the rear property line and all grading and retaining wall construction will adhere to the requirements in Section 18-30.7.5.. The under stgn d ttft that It is then Tyner lSi tlr Pr Pe Tfieso]pff s #raTDIK!If`trh_ Yl Proper'' and shall Fielding _Upon the wnet and wnet s'suct esso sort Interest, 0—"ER rot .erc-ial. tal5,1lJ c Mime, a;, _ d ' - -_ --- ?ate: a _ _ _ $I_. 5- �u2 �cm1 5' 1 _ I xw. 1 1l2"=1'-0" BOLLARD DETAILS No Scale (460mm) BOLT PATTERN [31.8nm] CAP G� 08' [620.3cH3 s• [121 L J m] TAPE a3 41• 4V4 il TAPE Ualcm1 I� AID C12.Icm [12dcm] 22.5 22.5- 1 ' ly4 [32cm] 57/Jp [13.2cm] � REFLECTOR 6' 3if' i _ - [152cm] 19.0cMJ OVERLAPPING LOUVERS ALLOW ONLY #3 II, yll DOWN LIGHT \ AI I #a I ) II I I #1 - S"XS'xYI SQUARE STEEL POST [12JcMI ,7 #2 - 8" ' STEEL °/a STEEL PLATE WELDED TO POST #1 I (( I ATE FOR BOLTS, PLATE SLOTTED - 5WO BAN S OF SQUARE STEEL POST . -TWO BANDS OF 1" WIDE EEG. GRADE [85.7cmi B I Y� I f 1 (SURFACE MOUNT) ) SLOTS ALLOW 45ft[1 ROTATION SILVER/WHITEDSTEEL REFLECTIVE TAPE i t PLATE DELLS) 4" [VERB] FOR WIRING -WELDED STEEL REMOVABLE CAP I I #3 -WELDED STEEL LOWER a REFLECTOR L W/POWDER-COATED S-S FASTENERS _ I I ALLOW DOWNWARD LIGHT #4 - D31 EXTERIOR FIXTURE A0. DPRPR LEDPAR 20 LAMP, (9W HAROVIRED LIFT -OUT ASSY FOR HOOK-OK-UP/LAMP CHANGE RAL7021 BLACK GREY, 10% SHEEN, EXT BOLLARD NON -ILLUMINATED SQUARE 14103] Y $ I OPTIONAL SEAM DTE - WAYFINDING GRAPHIC ARROW - SINGLE s .112'-V (460mm) #2 1 ML7021 BLACK GREY, 10% SHEEN, EXT BOLUR I D ILLLMI,NlED 5Q11ME 10107 FOUNOATION� 'sue®�� OPEN END -by OTHERS M� �' -- M 2' 3- 2- E I o OPTIONAL 5'-0'(1525mm) J SEAM - q DTE - WAYFINDING GRAPHIC DTE - WAYFINDING GRAPHIC ARROW - DOUBLE ARROW - EXIT NOTE: ALL WAYFINDING GRAPHICS TO BE PAINTED WAYFINDING GRAPHIC DETAILS No Scale PROVIDE LOCKABLE, FREEZE LIGHT FIXTURE POLE PROOF HOSE BIBB AS REQUIRED 2 MOUNT TO TOP OF 10'-2. 6• SYJURISDICTION ENCLOSUREWALL WTMASONRV (3ntpnml )2D5m 11�CONTIN000SCONCRETE FOOTING CENTERED ON WALL Version: 12/10/12 T__________ ______________________ ____ t l (SEE STRUCIDRAL) 1.-e. 6"STL, BOLLARD; E (d80mm) 1 SEE DETAIL 6TRE-3 MP.) N� 4,,4 DOWNSPOUT CONNECTEDTO DRAINAGE SYSTEM B" CMU BLOCK WALL CONTINUOUS CONCRETE FOOTMG CENTERED ONWALLSEE STRUCTUPAI � ' \ o 1 F 1 -1 FT GATE SWING MIN. 115°, MAX.12U 6"STL. PoST./ FASTEN TOP TING 1 I I BELOW (TYPJ 1 I II r / E 6-USXnm)THICK _-may' CONCRETE SLAB ---��` I II 1 I II I I II 1 I 1/4"FLOOR SLOPE I � ® I II \ LJ U E 1 4. P (CLEM) T I 1 I I II j 11 TRENCH DRAIN; 1 / PROVIDE TRAFFIC RATED / GALVANIZED DRAIN AS 1 / REQUIRED BY 1 JURISDICTION AT EACH GATED OPENING(TYP.) ` 6")150mm)HIGH 1 WHEELSTOP `\\ CONTINUOUS ON 3SIDES 7 22 I L LJ I I 4 I _ ) I I ( 71 I I E I I I �F I d )205mm) TRASH ENCLOSURE DETAIL No Scale A E TRASH ENCLOSURE WITHOUT ROOF 4'4v-p,LTH OF Qr-� V CRAIGW. J. KOTARSIG Y Lic. No. 0402048507 14 ok VA/21 e_4 M E CD N O N N C E W a E - Y LU Q 0 i oLL— W 0 T a � U Go J — Ul Elf Mai CON U LU N O n Q K ILL. 00 �v If) _ N = V > LE, a u; rn O N N � Do J O W \D I — Uri 0 x c� 0 x 0 W U U a z 0 lY 0 r 21 H W 0 DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A W J z N e C i r LU J U 0 0 1W 1 a In C z L 1- 4 0 li w In V In InZ VJ In � J J U G 1—t U Q `O M_� 0 0 Na�w ip aOC N m -8 cn ' Q Z U00 Z) ot of m M w i � m U Q a0 o� [E D U) Z ZN O d 1 s s 2 $ 0 d o d t o CI a w m w � y X C N O 2 O) N 0 O N U C E J U 06 a M'v Oa JOB NO. v0i W.2 as 6 47165ma WO C U SHEET NO. o. O C1.3 t E I REBAR FND. ` S32 26'27"W_X _ —X� "=' - WOODEN PRIVACY FENCE 171.64' REBAR FND. —x-- - —X— x— — x— — —X Z `a° Z v CLEARS PROPERTY LINE BY 0.3' OUe a6s OUa----------------_-466__- - -478- Q�-_-----_ -- -------____---_- --- --- ----- -----_-a_67- --- --aSB ___-_-_- ��, _-465- — __-_-_---_------DILAPI -----_-- - - - - -- - - ---- _PRIVAVyFENcE'_ -as3----------------ENCROACHESONFO_ - - - - �T &�4 ------------_ _SUDJE6_E--4sttI-- -- -_--_--_----_--_---_ 465- _-----_--_- -- _-_-_---_-__ --_---_ -- _�- --- ---- -468- - - �ANAGEDSTEEPSLOPES- ---- - __ -_ - - - - - - - - - - - - - - - - — 458- - - - 457- - _ _ _ _ _ _ _ - - - - - - - - - _ - — — — _ _ -- I --_------a56---------------- ------- - - - ------ - - - - -- -�_ - - -468-------_ ------ `__ __ --___ _�-------- '--- -465 - - _ --__-- - - - -__-- --_ - _ ----4--a54---- — —-------- - - -- - - --_ --_ — I—-@��-_-------0456L-QS=OA=C�11fJ0 ------------- —__—_ — — — — _ 6 -----------449-__ -� - - _ _ _----___- _--- - - - -- - --------- - -- - -- 4 ^---------- _ - __ - - --- - — — --- --- - - ----- - - - - - _ -- - -- I `o_ ---_ - ----- _ --- _ 449-'t4-f ���--------------- _ _ _ _ _ _-_____-----__- _--------__ 4$6 — _---_____-_---- _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ -439- - _ _ - _ - _ _ _ _ _ _ - - - - _ \ \ - - - - - _ _ - - - - -437-_ _ --_ _ _ — — _ _ - _----_---- -�.- --- _ -_ _�36_ _ _ — — _ --_ _ __ _ - _---------------- ----_ - - _--__------___----___-_----------- 1 _ _ _ - -•F _ _ _ _ - _ _ _ _ _ _ - - - - - - - s - - — _ __ _ _ ------- i _ _-_ -4s _ _- _---_ - - _ _ _ _ _-- - - --__ -- - I o - ll TIMBER Lai _ ---- - - - - - -/ -� -------------- --- -----_--_-_---------------=->------ -- -------------- -- --_-----_----------- \ \ ■ ■ \�\-----�\-- _\ 2. ' -50LREARSETBAOK----- - - - - ; \ ■ \ \ \ \ 50' k?EAR SETBACK L \ _ 2%2-STORY BRICK OFFICE BUILDING I = I \ \ \ \ WITH BASEMENT �� I • \ FRAME I \SHEDS I \ _ -------- N,48 BRICK WINDOW WELLS- I / 12' t DRAINAGE EMENT I \ \ \ (Typ,) \ I \ DB1159,PG232 \\ I 1 I �■ I I \\ `\\ \\ /� r 1 I \\ \\ \\\ II I ■ ■ I \ \ \ \ ` \ \ I I PROPANE TANK \ \ \ i i> FF=430,50' I I I I \ I \ FF=439.43' I - - - -- I \ It --I \ 1 ! � I• i I I \\ \ \\ \I I \ __ UNABLE TO LOCATE INVERT II I . I ` \ \ \ I / t� I \ I I\ BRICK PORCH ��� I I _--_-_ _______________ ____ i -C ` HANDICAPPED H SIGN WIL OHESS LLC II I I DB2095, PG615 IIII I� IIII II I \I \ ylI`\ `\ \ \\ II \� / \ `\ \� - - - 'v° l I I I T� 4 045� 1-05-oA-olo04 \ Illi I II I I I II. I ce BRIRANLLC W h I I \ IIy I \ ` ` \ I DB 2732, PG 169 O I h ILLJ I \ ` \ I r I / ` ` RrI I \ ` I~ TM 04561-05-0A-01300 I�IIIi J li I Ib DROP INLET TOP=421.62�. INV. IN =4171' INV OSPF=417.0'ID �i— — — — — — — — — — — — — — -- — —.y 1 \ \ r= , I V VIRGINIA TELEPHONE& TELEGRAPH All lCOMPANYEASEMENTL`.NDSCAPED AREAS � \ I --+--------- ����-- / _ 30'FRONTSE1TBACK ----- DROPINLET /� i �.---------ter--------�-- - 1 \ I TOP =423,0' c1 0` \ I I \\ I \ I INV. IN =413.7' \ \ 1 - v INV. OUT =4124' i �' 1y I \ / �- \ \./. I ' ' \ I, \ I �I I - - - - - - - 30' FRONT � \\ \ ` 1 3._ i��� \ - �, `\ ' - \\/ � \ // 1\ I j I\ � --- --- SETBACK NIL FND. ONLINE/ -------- ---- - - - - _ -- --- _ ------- @17.88 -- ____ _______________ DPE- - — - - - - -- - - — - = i -� --- = a----------------------------------------------5 �i�------=---------------------------------------------------- -- I -------- I r \ 111 S o \ \ ------ ---- ------------------ \ — S /---------------------- -1--------------- I — —lsn — - - - �l� dsn = — — — - -din — / �� \ �" / I T____________� ____ _ ____ �\ �— - y / \ \ L ----- � SS 8" SS 8" SS 8" SS 8" SS 8' SS--I---� � / \ -- ------------- ----_� _ -" -'-------- -------------- s I S lTA MH I \ \ \ \ FNr�Ur �Nbs \ \ / / \ / / / \' \\ \ \ I 18'ACCESS - 1 OP =4254' \ ? < INV. IN =4179' I EASEMENT 1 \ \ \ \ I\ \ \ �Nb \�� ` \ `\ SIGN \ \ \ \ \ \ ;INV. OUT=417.T o \ \I\ s\ I \ \ \ REBAR�ND. 1\ \ \ PUNCH HOLE /N - SEMINOLE LANE \ ASPHALT \ \ \ N33° 09' 11 E \ \ \ �— \\ \\ �� �42.44; \ \ - \� � _ \ REBAR RESET g POB \ \ \ \ I \ \ 56' 11 "E ; \ — — \ 3 ` —lop— 19 / � I 1`Jn— _--- lOn -Lon Yon— — - l /' I I UG JBOX TEL MARK 11 I \� BENCHMARK SET \ YI \\ 1 Or / \tnn— — - — —ton— — - I 1 \ / d� \ \ I —ton— — - — —tones _ 1 I / �00O \\ \ CHISLED SQUARE IN TOP I \ 11 / _ n / BACK qURB \ — tin— - t�I — - — —ton— In I \ / = a ELEVATON=426.46' 1 1 I T — —ton— — - — —ton— > > / / d ` 1 —ton— — - — ton— — - -fir —ton— —i- — ' TRAFFIC i — n —ton-- 3—ion—- 3 I I TO U.S. 1ZOUTE 29 —ton- e� SEM/NOL\E TRAIL 1 °�\ \ \ \\ ' \\ VARIABLE *DTH R/W I \ 1\\ \ \\ \` r �/ MASTARM \ \ TRAFFIC \ \ SCALE 1"=10' 11 \ _ \ \ TO 28 OP4ET \ \ I \ \ \ \� 4' \ \ 1 0 10' 20' DROP INLET V.IS5' �� �/ / ` \ 1 ------425---- -- -- — `� ---L' — — -- \ /, lNV. — o �V ,LTH 6; U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 On, 1119121 vi 0 0 (D 0 O cc H 0 w w U Q z O 0 0 F 0 DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' w I I5 z a 2� Q U C J Lu � J a O n z 0 z O� a Q � Q z z a U O c `o M-1 J v 3 N Q (D Nwz= m a U o v Xm 16 Wa E m U d O U) I7 z z O I..L 0 Q 2 o a IOB NO. 47165 SHEET NO. C2.0 h ----- ,-�, -- --�-- --— — — — --------- 1 REBAR FND. ` S32°26'27"W —�X - - V 17164 LEGEND: —X WOODEN PRIVACY FENCE REBAR FND. —x—Ix x——x----X 2 I 2 v CLEARSPROPERTYLINEBY0.3' r'1191 T�Op 0 ^2 O V __________________ �__ - ---___ ---_____-- REMOVE CONCRETE -, _ �( . I ��\ DILAP _- O\ '---------------- r I - - - - - _ _ - - I. KOTARSKI Y I I PRIVACY FENCE � � - - - _ _ - - - - - - - _ - _ - - - - - - - - - - - REMOVE ASPHALT Lie.040204850 �NCROAGHES ONTO _ - Q - - - --- ---- ---- - - - 14 �,�---- _ - �',_S_U2JE£T-PROPERTY2.T - , -`� _ --- � ----- ------ - - - - - - - - - -------------- ------------------------------ ---- -- --- -_ - �',�'�cI \ _ _ - _ _ _ _ �------- - - - - - MANAGED STEEPSLOPES------------ -- - - 465ELLPAVEMENT REPLACEM 5 21 � _ _� - - _ - , _ I - - - - - ------ -- ----- ---------------------- - - - - - - - -- _- ONAL 4 I--_ - - \ \ — — — --------------- _ —---------- - — — — — - I_ — _ `----------- — — — ------ ------------------ -------- — — — ' - - - - - - - ---- ------ - - _ --- I _ - -------- ------- - - - - -- --------------- -------------- ------- _ - - _ REMOVE TREE ---------- - - - - - - - - - --------------- ------- --- - - - - - _ 60- I ` - _ 1 _ _ - ---------- ------- ----- — — — --- _ ------ — - - 4 ' _ _ _ _ _ _ ----------- _ \ \ \ _----------------- 0---------------------- _- — — — — — — — — — — — ___"---------- -- ------------ ---------- I- _ _ - _ _ - - - - - - - _ -- - - - - - - - - _ p o E — — — — — _ ----------------- —�H- — _ _ — _ ----------- --- _ ---------------- _---------- ----- -- — — — _ _ -------- ------ ���■■�� rn SAW CUT 0.7I72 ACRE 5B1 Q5 OA tT1100 _ -- -� -_ -- -- ' — _ _ _- -- ---- I ------------- -- ------------- — — — — — — — — ----------- --- --- -- "------------ _- ---- ¢ o I- I ' _ _ ---------- � � ' ---------------- --------------- — — — _ _ — - ----- --- > E I--- _ - _ _ _ --------------- -- ��----------------------- ------------------- ---- - - - - - - - _ _----------------------- _rs�iv_----------- ---- w uiE I h,_ _ __ �___-___---------------------REMOVEWPcLt------------------------- w -- ----- - ~Lu cu w 3 — _ _ _ _ - __ � — _ _______________-________ ___ --� --____-__________ — _ — _ — Q w ` I_ \ \ _ _ _ — — — — _ __________ _ __ _ _ --_ ___ _ _ --- — — — _ — _ _ _ _ _ ________ s 50 w m KW tcn I_ _ _ _ ---_ - - - - - - _- _ _ _ _ _^_____ ___-_ __ _-___- Q - V 00 Z - _ _ - _ _III d J O I _ _ - - - _ I__ _ - - _________________ - _ - _ 1 I --- __ _ _ _ _ --- '_________________ __ — —_ _ _ __-___ - - - - ` W K -----____ i -4 r ----- - _ _ _TIMBER WALI -------------------------- I -- 7445- ' pox U i -----\ �CC w W _ —I T L— ' ____\ __ ___ _ --- _ -- - oa �� 0 _------ ------ --= _- - = - - - - t - - -- - -- ---� ---------------- u)'j C N z - - \ - s0`R€AI�,SETBACK - ' - - - - _ - - = v > � O �U' REAR SETBACK `' I \ J REMov1=-sH60: ' : , ' � : ' : ' : ' . ' \ \ c �-1 w4 w 2%Z-STORYBRICKOFFICEBUILDING I RAP a v �� 1 FRAME:.:.:.:.: ' : ' : ' A`; : ' ----- WITH BASEMENT I I � � �\\ I <SHEDS: :':':': ::':'' 223a---- I I II \ , ' - ' - ' . ' ' - ' - - ' REMOVE BUILDING I 12'DRAINAGENSEMENT I BRICK-WpVDQ4V kVELLS::: ' : ' . AND ASSOCIATED I I ,' ' DB 1159, PG232 \\ I t - . - . :: : APPURTANENCES j . REMOVE O \ ; (' / I : PROPANE TANK' �\ I. 111. I = \\\ 1 \: cc FF=430.50' I I I 1 � \ ; FF=439.43' I o I I \ \\ \ ^<: �_ I w \ i > w ---------� \\ \\ I -\ I w N \ '� .% U 0 I \\ 1 i r . \ -t - - - -- - - - - - - - _ _ _ ----- 12.4' I z 4m6vE'SHED ' :\R� 1. ------------- I I O UNABLE �TO� �LOCA7L INVERT I I I ; p\ ::: - : : : I _ LL : BRICK PORCH I I �n DATE _ _ _ - - _ �@fR Tl�VlB64Ml I I I :\ : r'.: I f . > I -- , I` � \ - - 111912021 I - - -I � I - _ I 1 I I _ _ I � I II I I I I II I 11 I' :`; \� 0 HANDICAPPED . H I I 3�. Dr:aWN BY I I �I SIGN/ I I I I 1 It I I I I I I I REMOVE LIGHT A. FONTAINE I �, I I I `, I I I RE OVE CiJRB'A�1 \ 1 - I I I I I I I 11,11 \ M I - - : - - APED. LA . 7' I DESIGNED BY II I WlL OHESS, LLC I I Y I; \ SG S. N I ` �\ I I I Ili 1 1 I �j I OB 2 095 PG 5 I II I i1 I 045 1-05-OA- / I ' I - .. I A. FONTAINE I 010A0 I TM � / \ � � I li I I I \ • \ - h I - - C9 I BY - CHECKED III ,�� ' . z� .� REMOVE SHRUBS I • Ili I }tEMOVE:CURB' \ o. <' \ I li I I &'GUTTER' :\ ` . ' t : \ I I C. KOTARSKI 1 I I I I. /: I I I :\ ` '>;,_ ,REMOVE SIGN I li I I I 11 I • Q I I I EM VE LIGHTBRIRANLLC I ', O G I I I a `II I' 41 III 'r;�\: ' I DB 2732, PG 169 I III y :: I 1 W ` ` \ / I TM 04581-05-OA-01 I I 300 O h l ; I \ c9 ZI li I I I(V� ���: I J I 1 li I : \ I P I'^ "III II I I I I I II :\ Ii I I h REMOVE: - REMOVE \ I , I I' :\' I I IDEWALK I �A PHAL'f' S I s I k I 'I \ �; � I' I /, ( D o 11`l :\: I :' I I 'I _ I DROP INLET Ili �. / , I TOP =421.6 li I ; ; I \ I I I oam a. I I v I INV. IN -417. I I `<: I I A INVO F=417.0' ; I * V. I I: -�' . \ I 43 1 I I 6_ I ;I REMOVE CURB ~,..' \ I i- I _ _ _ _ _ _ r REMOVE I IO _____ I \ J — — — — — — — — — — — — — — — — — — I - / - ; I LANDSCAPED AREAS \ I I <^'R VIR GlNI sa A TEL EPH ONE TE LEGRAPH ELE / � : I GRAPH 'I y� r ICOMPANYEASEMENT I / \\ a - I LANDSCAPED \ I / / \ l I ' ?i: AREAS �\ \ I 1 1 �. / y / \ I I / /' \ - -' / -\ I \\ \ '�: I I :< I \ I ; I I / ` I I I I --+----------- ��------- --�\ \ 30'FROIVT.S6TB}GK' o` / / Y / / \ 1, I 0 1 DROP INLET - - - - - ---- - - - ---- / I I — _ \ TOP -42 . I/ -- 3 0' / � -1 / / - I o -,-- - INV. IN=413.7' / / OP / I %: �' r / I I- - / a Y\ I �\ C . \ �' / i I .' 3 ' - 5 I - 0 F I - R O INV. - / 1 � N OUT 4124' I T S _ _ _ E T \ I I 1 — a I A \ ry �� C b�. K I cc c \ ��/ / N41L FND. ONLINE . ' .`' . -'-� '- .: 0 `0 ` L \\ / / / I I �I \ � \ ��--------------- - --= ------------- \ _ ------ I --- — — — / \ S -_ -_ 1 i / :::' ' ': OPE-- ---- --- -- -- - -----_-------- --------- a. 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REBAR ND. a PUNCH HOLE IN LLLL N33?09`.t1" . � -._.r. � �._� - - - I 3 \\ ASPHALT LLLL E :`:`c :\: : 142.44' I�o REBAR RESET 56'11 - \ POB LLL t , . � . ` E 31.52' Z LLL a \ LLLLL \ S37 56'11"W — PAVEMENT LL ::" _ \ — 0 \\ REPLACEMENT L - - I � - _ i \ — \ JOINT - - T - o I 31 \ W l — — —ion--- I '\ " ,,� 0 O _ \ f—l�JjY-- — —19%�— I — — —Ion— — — — ' \ \ IN 5 �~� —, -J�n /� -- I TEL \ � 1�:7 � —`� w \\�� \ I\ - -jon- =ran- - - -In - 1 UG JBOX MARK \ �\ t I D J J \ 11 \ Q — r— —1Jn— — — ' I o \� �\ BENCHMARK \ I' \\ o� - - Ion- - - - -l�n- - - -l�n- - - - I \ Odd \`; CHISBLED SQUARE IN TOf� I - \ - l�n- - - _ I 3 /IN 4� " \� .� BACK CURB . ! �l�n- In - - 1l�n_ \ G ELEVAtJON=426.46' \ i` 1 - - --Lon- - - -ion- - - - -l�n- \ -l�n- - - - T _ Z - T � 11 l \ o TRAFFIC -\ - - l�n- - - Jan- - --Is"-- -Lon- -I- - -Ion- - Q 11I�. s\ \ \' - Jan--- 1�nT----lnn-----lniC-----l�n - �,��1�n_--l�n-- / , \1 i - o I I 1 ,\' \\ ll-- ton-Y I I \ �� � / I aI AMSTARM \ \� TRAFFIC /l I \'' I\ SCALE 1"=10' rn E o / / ', '', \ '. \ \ l/ dI�OP INLET 4T ( A� �0s h �/ I \ '� OP -4 Ai, 0 10' 20' so _ 8 I _ \ E DROP INLET _���/./ \\\� a ------- --�!' 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Z = z Q� 0 �Q w` 0 c �W z Z r 0 n p U n/ `o (M J LpL 3 N Q015 a N wn0 co V o cq f Q Z Lz wo o 2 ' ^ c v, m- fIn Eo a v c N m U O � m D O 3 z m /1r1 O � d F d o Q � 3 a 2 3 X C do dh A C c Eo �M 06 a c �a JOB NO. w co m 47165 C V SHEET NO. n o C5. c E ym —X—�—X—X—�_X—X I -------- ----------468_ -469----L-- _ _ 470- - - _ - - - - - - - - - - - — — — — - - - - - - -466 - - - - - - - - - - 1 - - - -'------------ --- -- - - -- - -465- - - _ ------A- ---- ----- I - - - - - - - - - - - - - - - - - - - - - - - - -464- - - _ _ _ _ _— _------- - - - - ----- - - - - -- 4s2__as3--------------- -465- - _ -_----____--- I- - - - _ _ - -4- - _ - - - - - - - - - - - - - - - - - - - _ - �\ �460- — - - - - - - - - - - - - - - - - - - - — _ _ _ _ _ _ _ _ _ - 459- - _ — — — — — — _ - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ 458- - _ _ _ _ - _ _ - _ _ _ _ _ — — — _ _ — _ _ - 457- - - - - _ _ - - - - - - - - — - - - - - - - _ - - - _ _ _ _ — — - - - - - - - - _ ----__--_ -455 456 ------- ------ -- - - - --- _---- -__ -4 -460-__- \_-_ -_- --- ` �------ ----- - ----- -- \--------------_ _ ---453-- ------ 0.702—A-CR£—_ _ — — —---------- _-_------------ --- - _ - - — _ _ - - - - - - - - - _ - .452._ _ _ _ _ - - _ - - - _ _ _ - - — — — — — - - - - - - - - - - - - — — — — — — — 4s—45/--- --- 045BL—Q5_OA=01100—— — — — — —— — — — — — ---- ---- - 0 _ ---- _ __ ___ --- _ ____ __ — _--- _ --- _ --- ` - — --�- -449- _ — _ _ _ - _ _ - _ _ _ _ — _ \---- - - - - 448 - - - - - - - - - - - ___________________ ___---------- _ _-455- - - -_- - - - -447 - - - - - - - - - - _ - - - - - - — — _- - - - - - - - - - - - - - - - - - - _ -447 -2 -443 4gs 44s= — — — — — — — — — — — — I _ — — — 4 - - - - 440 - - - -- __ _ __ - - _ --_ _ - -1 - _ 50 -439- _ — \ - - - - - - - - - - - - - - - - - - _ _ _ _ - _ - _ _ _ — _ _ - _ _ _ _ _ _ - _ _ - _ - - - _ _ _ - _ - - - - _ _ _ _ __438-- I— _ — _ — _ _ — _ — — — — _ _ — — — — _ _ — — _ _ _- - - -437- - - _ _ - - — — _ _ _ _ _ - _ - _ _ _ _ _ — — - - - - - - - - - - - -- 435I - -436 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — _ _ _ _ - _ _ _ _ — _ _ -�-_- -_-433 434-1\_- — _ -------------------------- _ _ _ --- ---�!_ - _ —44$--- - 432 - _--_--_ — — — —---------- ---- - --- L — — —� _ — -/ - --"aa --- — 440 0.038 0.77 — — — — — - N9 \ � .�• \ w0 w� � WW \\ -439, - - \ : 1 \ 116 .�• 116 - \\ - \\\\ 433 \ \ \ \ \\\ 1 ? 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I. KOTARSKI Y Lie. No. 0402048507 01n, 1 / 19121 M E 0 � o N Vi N C > E w ° E LL o 3 0 w - w 0 `6 W L Mm J V J — l � N U W v N �0 x J LL 0 Q ti> N = U j � F c N O 00 � M C � � H vi D O (D D O cc 0 w w U Q z O 0 0 w DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' W z a J ui n O Z a z Q� 0 LL = �QQ' 0 LL > w c V / z Q 0 w O �r� C U V o Mw J Q 3 N Q Z 2: a N Q o LE 0] 2 cq a p dzo aO W6 2 c2 EJ � a zm U O D 3 Z z„ K1 0 LJJ � a O. o Q3 a m =N X C do dh A C c Eo �g 06 a c MU MUM a JOB NO. w co m 3j 47165 c V SHEET NO. n 0 C6.1 0 E �_ 3- 2" x 2" HARDWOOD STAKES GENERAL NOTES ROOT BALL PRE -CONSTRUCTION 12 GAUGE GALVANIZED WIRE • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERANATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL NEW 1/2" RUB BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND 12 GAUGE GALVAN VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND ALLOW FOR SLIGHT N INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY 3 2x2 HARDWOO STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT 2'-6" MIN BELOW PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, STAKE SHALL BE TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. MIN. 18" OUT FRI • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND OUTSIDE OF I AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER SET ROOTBALL FLUSH TO I AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED 1-2" HIGHER IN SLOWLY PER TEST RESULTS TO ENSURE PLANT HEALTH. SOILS. DO NOT COVER TI THE ROOTBALL` CONSTRUCTION/INSTALLATION ROOTFLARE SHALL I ABOVE FINISH • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY PRUNE CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. 1:1 SLOPE O� • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING PLAN - AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. SCARIFY SIDES BEFORE • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL PLACE RO( DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE UNEXCAVATED OR TAI BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE V Il IviI 1 L1 % DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT -STEM TREE - STAKING SPECIFIED .....MULTI • -•• SITES, OR WHERE TAMPERING rMAY OCCUR. PLAN VIEW: T HEIGHT VARIES WITH PL 12" MIN. i PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT TF'� TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOPY OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY SF PLA ACE 5 PLATANUS X ACERIFOLIA LONDON PLANE TREE 3.5" CAL. 422 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE MAG SWE 3 MAGNOLIA VIRGINIANA SWEET BAY 3.5" CAL. 100 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ILE WIN 172 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 174.1 LF 1 LG TREE PER 50 LF 174.1/50 = 3.48 3 LG TREES 3 LG TREES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 4,097 SF 4,097 x .05 = 204.9 SF 205 SF 297 SF INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE TREE PER 10 PARKING 12 PARKING SPACES 12/10 = 1.2 2 LG. OR MED. SHADE TREES 2 LARGE SHADE TREES SPACES TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.7 AC (GROSS SITE 0.7 AC x .1 = 0.07 AC = ARE 10% COVER 3,049.2 SF 3,049 SF 9,353 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. U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 ��'n, 1119121 A M E 0 0 rn u N Vi N C > E w ° E = y ¢ U- o 3 U. 0 W ¢L M < J V m J — ui d O N N R U W U1 Ir 3:0 0x N J LL 0 Q v _ N = U � � F ¢ o N Oi � M OJ J vi D 0 (D D 0 cc x 0 w w_ U z 0 0 0 H w Q DATE 111912021 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=10' LU I5 Z a LU J O 6 z 0 i--i Cf) N 3 G Q LU ' } W z 0 r � a o U LLI= o Mw0 Q N < U 3 = a N wo m o ox a Z dZ ao � J o C2 T m '6 E o a �N a � U 0 U D 3 K1 LJJ Z z„ 0 � a 0 o Q2 3 a > 2 =N X 0 d� dh 0 0 E `o =M V N 06 a f0 'a w o 2 JOB NO. .- 47165 C V SHEET NO. n o L2.0 t E L