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Home My WebLink AboutWPO202200013 Plan - VSMP 2022-03-24TJACH PREMIER CIRCLE - WPO MASTER PLAN SITE DATA: TAX MAP PARCEL AND OWNER INFO: 061MO-00-00-00600 PHA PREMIER CIRCLE LLC 682 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 TOTAL SITE AREA: 3.75 ACRES EXISTING IMPERVIOUS AREA: 2.38 ACRES PROPOSED IMPERVIOUS AREA: 2.33 ACRES LIMITS OF DISTURBANCE: 3.25 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON,VA 24401 JOSEPH C. MEDLEY, L.S. (540) 885-0920 CONDUCTED:01/29/2021 MAGISTERIAL DISTRICT: RIO HORIZONTAL DATUM REFERENCE: NAD83 VERTICAL DATUM REFERENCE: NAVD88 MISS UTILITY TICKET NUMBER: B100500734-00B CURRENT USE: HOTELINN PROPOSED USE: ACCESSIBLE SUPPORTIVE HOUSING ZONING: BLOCK 1: NON-RESIDENTIAL BLOCK 2: MIXED -USE OR RESIDENTIAL OVERLAY DISTRICT: ENTRANCE CORRIDOR SETBACKS: BLOCK 1 FRONT: 10 FT MIN. AND 50 FT MAX. SIDE: 5 FT MIN AND NO MAX. REAR: 10 FT MIN AND NO MAX. BLOCK 2 FRONT: 5 FT MIN AND NO MAX. SIDE: 0 FT MIN. AND NO MAX. REAR: 10 FT MIN. AND 5 FT MAX. ADJACENT PROPERTIES: NORTH - RESIDENTIAL(R2) EAST - COMMERCIAL (Cl) SOUTH - SEMINOLE TRAIL WEST - COMMERCIAL (Cl) WELAND IMPACTS: NONE WATER SUPPLY: ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) DRAINAGE DISTRICT: MEADOW CREEK THERE ARE MANAGED STEEP SLOPES LOCATED AROUND THE PERIMETER OF THE PARCEL THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN MAXIMUM BUILDING HEIGHT: BLOCK 1: 50 FT BLOCK 2: 50 FT PROPOSED BUILDING HEIGHT: PHASE 1: 46 FT PARKING REQUIRED: PHASE 1: 0.35 SPACES PER UNIT LESS THAN 500 SF * 80 UNITS = 30 SPACES PHASE 2: 1.3 SPACES PER UNIT * 60 UNITS = 78 SPACES ANTICIPATED PHASE 3: 1 SPACE PER 100 SQUARE FEET OF RETAIL = 50 SPACES ANTICIPATED EXISTING PARKING: 130 SPACES TOTAL PARKING PROVIDED: PHASE 1: 72 SPACES PHASE 2: 124 SPACES ANTICIPATED PHASE 3: 164 SPACES ANTICIPATED ADA PARKING REQUIRED: PHASE 1: TOTAL SPACES PROVIDED / 25 = 3 SPACES PHASE 2: TOTAL SPACES PROVIDED / 25 = 5 SPACES PHASE 3: TOTAL SPACES PROVIDED / 25 = 7 SPACES ADA PARKING PROVIDED: PHASE 1: 3 SPACES PHASE 2: 6 SPACES PHASE 3: 3 SPACES LOCATION TO FIRE HYDRANTS: THERE IS ONE EXISTING FIRE HYDRANT THAT SERVE THIS BUILDING THAT IS IS LOCATED ON THE EAST CORNER OF THE MIDDLE BUILDING. THIS HYDRANT WILL REMAIN AND TWO ADDITIONAL HYDRANTS WILL BE INSTALLED ON SITE. PROJECT TIMING: THE ANTICIPATED START DATE FOR CONSTRUCTION OF PHASE 1 IS SPRING 2023. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12-18 MONTHS. APPROVALS 405 PREMIER CIRCLE COUNTY OF ALBEMARLE, VIRGINIA 03/21/2022 F COMMONWEALTH OR PROJECT LOCATION �t VICINITY MAP SCALE: 1" = 1,000' OWNER: PHA PREMIER CIRCLE LLC 682 BERKMAR CIR. CHARLOTTESVILLE, VA 22901 CONTACT: ANDREW MILLER TELEPHONE: 434-422-5497 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS NOTES C2.1 EXISTING CONDITIONS C2.2 OVERALL DEMOLITION PLAN C3.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.1 EROSION & SEDIMENT CONTROL NOTES & DETAILS C3.2 EROSION & SEDIMENT CONTROL PHASE 1 C3.3 EROSION & SEDIMENT CONTROL PHASE II C4.0 OVERALL SITE LAYOUT C4.1 PHASE 1 SITE LAYOUT C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 PHASE 1 GRADING AND DRAINAGE PLAN C5.2 PHASE 1 STORMWATER PROFILES C6.0 OVERALL STORMWATER MANAGEMENT MASTER PLAN C6.1 PHASE 1 STORMWATER MANAGEMENT PLAN L1.0 OVERALL LANDSCAPE PLAN L1.1 PHASE 1 LANDSCAPE PLAN L2.0 OVERALL LANDSCAPE NOTES AND DETAILS L2.1 PHASE 1 LANDSCAPE NOTES AND DETAILS L3.0 OVERALL LIGHTING AND PHOTOMETRIC PLAN L3.1 PHASE 1 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS L4.1 SITE LIGHTING CUT SHEETS TOTAL SHEETS = 25 wb:�LTy OF ., i\ \THAN A SHOWALTER T I.,c.\o,0a0_057151 03/2 1 /20122 k NA 14�G\ Z O d U LU w 0 Z O U) w w DATE 03/21/2022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J �.0 L/ L Ua w z H4 O U ; w J Q 0 U W LU w am J a 2 U a 1 DIRECTOR OF NEIGHBORHOOD DEVELOPMENT SERVICES L LM JOB NO. 46555 SHEET NO. C0.0 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH THE CURRENT VERSION OF THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 8. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 14. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 15. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 16. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 18. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 19. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 20. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 21. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2009 UNIFORM STATEWIDE BUILDING CODE, 2009 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI All17.1-03. 22. REFER TO SHEET L1.0 FOR ALL LANDSCAPING GENERAL NOTES. 23. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 24. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 25. ALL ROOFDRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 26. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 27. BUILDING INSPECTIONS MUST VERIFY PROPER ABANDONMENT OF SITE UTILITIES BEFORE CONCEALMENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. SITE PLAN LEGEND 101 W WATER STORM PIPE 100 100 STORM MANHOLE DROP INLET & STRUCTURE NO. CURB ® CURB & GUTTER _ = LIMITS OF DISTURBANCE X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR r TC 725.94 PROPOSED SPOT ELEVATION 1Q PARKING COUNT ANCHOR Vvi i m 78 me DAm IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP GRADING TC = TOP OF CURB TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS FC = FACE OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY EXISTING PAVEMENT PROPOSED PAVEMENT H > o- SAWCUT THROUGH o- MATCH EX. CROSS EX. SURFACE uJ SLOPE UNLESS OTHERWISE X COURSE SPECIFIED ON PLANS w & REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2"± VCOURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 7-1/2" GTH 0.5' FROM EP 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT a. 2'-O" DIAMETER CONC. FOOTING PRECAST CONCRETE WHEEL STOP BOLLARD DETAIL No Scale No Scale 2" R TOP OF CURB �/ 1" R THE DEPTH OF CURB MAY BE z 4 A MINIMUM OF 13" AND A e' MAXIMUM OF 19" ; SURFACE - s 16" p�. BASE CONTINUE STONE BASE VDOT A-3 CONCRETE . ` FROM ADJACENT PAVEMENT •r ' SECTION UNDER CURB } r 4" M f�61.�7 VDOT STANDARD CG-3 CURB No Scale 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= i/a" 4 CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER d P 4 ad ... COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 1610I2w [0WWIR3 4" 21-B STONE 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. Q_ d .. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA "TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH VWVF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ . 10" 3,000 PSI AIR ENTRAINED PORTLAND as CEMENT CONCRETE "TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1 OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPE DOWN DETAIL L.\LTfi Op Q Yf�^�ti r M. SHOWALTER Lic. No. 0402057151 �s 03/21/2022 M E 0 N Vi N C > E w °/ E M y u- 3 0 U.o w 06 K uy t M J U 0 J - uj d 5 N U W N 7 w v 30Nx LL ix � Q ( v F U > m c V; o O1 N � M 00 J �w DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J u LL � U > W ~ Z w I --I O U C) w Z WQ J Q Lu m co Q O = z U JOB NO. 46555 SHEET NO. C1.0 L SIGNAGE NOTES 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERETO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" f(TYP.) 12 (TYP.) STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STOP BAR DETAIL NO SCALE STOP STRIPING & SIGNAGE NOTES & DETAILS No Scale CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1112". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING. PROPOSED. OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 5• 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) PER VDOT HANDICAP SIGN /LOCATION (VAN) 8' 1 5'1 8' 1 8' 1 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES 18'1 18' TYPICAL PARKING SPACE DETAILS VDOT STANDARD CG-2 CURB No Scale NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. SIDEWALK 481 MAX RAMP 12:1 MAX ]� 10-1 MAX TYPE A PERPENDICULAR jy $'MIN OWNS-'� 12'1 MAX T S vf': 121 MA% TYPE B PARALLEL 12�j MAX 121 MAX _ �,..� *=111,=111=11 ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4, MN AT X 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. , T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT .Y.'.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' z 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME v� 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 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - y O O O O O 0 0 0 O O O O THE BACK OF CURB. W -9 0 0 0 0 0 0 0 0 0 0 0 0 �o LANDING RAMP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X-65X OF BASE T OP DIAMETER DIAMETER 000 0 0 0 0 000000 0 0 -DETECTABLE WARNING o AT BACK OF CURB I _ 0.9"-1.4" SEE NOTE 12. BASE DIAMETER _ VARIABLE FULL WIDTH OF RAMP FLOOR _ f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVD❑T SPECIFICATION CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET 10F 5 REVISION DATE 07/15 203.05 DI-3A, 36, 3C FACE OF CURB PAINTED STRIPE (TYPICAL) ' REGULAR SPACE VDOT A-3 CONCRETE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB -FOR DETAILS OF INLET EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PBKTY 11PBJALTY SM - U FIE $I00 -1 0 m TOW AWAY ZOW TOW AWAY ZOfE TVAN 6' ABOVE ACCEA9IPo F 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ARKING SIGNS EXPANSION JOINT mm �1 f B O S� QI, N N l _ I BARS F BARS E L�- B iV I #3" DIAMETER WEEP HOLE FRONT ELEVATION BARS I BA SECTION A -A r KEYED CONST. JOINT 2'-10" WARPED 2„ GUTTER APPROACH /BARS A GUTTER E B - - (GUTTER REMOVED) 11/•„ I I� 5XI/4" BENT PLATE SECTION B-B TF^ P• N "R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.•- v _ I/4 L2V2"X2�//2"Xl/j' TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. "••"•• GN.VPNITED T7PE A • TYPE B V2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68. 30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH V=X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. DI-3A L-, L DI-36 x 1 XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.09 08/70 _--- W-- 1 FOR USE ON GRADES DI-3C L I FLOW FLOW 1 FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL STANDARD CURB DROP INLET 12" - 30" PIPE( MAXIMUM DEPTH (H) - 8' VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS MENT PAVEMENT DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER SPECIFICATION REFERENCE 233 302 �O�wrV:�LTN Op � ON M. SHOWALTER Lic. No. 0402057151 �s 03/21/2022 M E O 0 � U N Vi N C Q O > E W w E LU 7 Q u- pM.— W 0 p ^y W L M J U m J — ui d 5: 'Co:' V U W U) mi. 3: Q N� X LL V) = N = U w F Q . C I^ 0 O N � M a� t7 Al - n DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A W J U/ LL � J U > Q } UJ U w z J L LLJ V / ui J Q O 2 U Q I� JOB NO. 46555 SHEET NO. C1.1 L SCHEDULE B - SECTION 11 EXCEPTIONS FROM COVERAGE RECORD DESCRIPTION: THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY, ISSUED / EFFECTIVE NOVEMBER 13, 2020, SCHEDULE B - SECTION ll EXCEPTIONS AREAS FOLLOWS: 1. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES FOR VALUE OF RECORD THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. NOT A SURVEY MATTER. 2. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT RECORDED IN THE PUBLIC RECORDS. NOT A SURVEY MATTER. 3. ANY LIEN, OR RIGHT TO ALIEN, FOR SERVICES, LABOR OR MATERIAL IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORD. NOT A SURVEY MATTER. 4. EASEMENTS OR CLAIMS OF EASEMENTS NOT RECORDED IN THE PUBLIC RECORDS. NOT A SURVEY MATTER (IF NOT OF RECORD). 5. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BYAN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. THE TERM "ENCROACHMENT" INCLUDES ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO ADJOINING LAND, AND ENCROACHMENTS ONTO THE LAND OF EXISTING IMPROVEMENTS LOCATED ON ADJOINING LAND. (AS TO OWNERS POLICY). MA YAFFECTAND INCIDENTAL TO SURVEY HEREON. 6. TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. NOT A SURVEY MATTER. 7. TAXES FOR THE 2ND HALF OF THE YEAR 2020, AND SUBSEQUENT YEARS, NOT YET DUE AND PAYABLE. NOT A SURVEY MATTER. 8. EASEMENT GRANTED VIRGINIA PUBLIC SERVICE COMPANY, DATED MARCH 19, 1937, RECORDED INDEED BOOK 235, PAGE 184. MAY AFFECT THE SUBJECT PROPERTY INCIDENTAL TO EXISTING POLE LINE FOR VIRGINIA ELECTRIC & POWER COMPANYADJACENT TO US ROUTE 29; GRANTEE NOTED MERGED WITH VEPCO IN 1940s / 1950s. 9. EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY DATED APRIL 27, 1949, RECORDED IN DEED BOOK 284, PAGE 271. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 10. EASEMENT GRANTED VIRGINIA TELEPHONE & TELEGRAPH COMPANY, DATED APRIL 20, 1959, RECORDED IN DEED BOOK 355, PAGE 510. MAYAFFECT INCIDENTAL TO AERIAL COMMUNICATION LINES, IF ANY, ATTACHED TO POLE LINE INFRASTRUCTURE AND EASEMENT NOTED IN EXCEPTION 9. 11. EASEMENT GRANTED VIRGINIA TELEPHONE 6 TELEGRAPH COMPANY, DATED APRIL 20, 1970, RECORDED IN DEED BOOK 471, PAGE 338. MAYAFFECT AND / OR NOT PL0TTABLE; PLEASE NOTE THAT BURIED FIBER OPTIC IS OBSERVED AND DEPICTED ALONG THE WEST LINE OF US RTE. 29 AND WITHIN THE CURRENT ROAD RIGHT-OF-WAY OF SAID ROUTE. 12. EASEMENT GRANTED ALBEMARLE COUNTY SERVICE AUTHORITY, DATED MAY24, 1985, RECORDED INDEED BOOK 839, PAGE 712, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 13. EASEMENT GRANTED ALBEMARLE COUNTY SERVICE AUTHORITY, DATED AUGUST 7, 1985, RECORDED INDEED BOOK 850, PAGE 368, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. DOES NOT AFFECT THE SUBJECT PROPERTY,• AFFECTS THE LANDS REFERENCED HEREON AS 'PARCEL X'. 14. TERMS, DUTIES, CONDITIONS, OBLIGATIONS, ASSESSMENTS, ETC., CREATED, IMPOSED AND/OR OR ASSUMED UNDER THAT CERTAIN DECLARATION OF PRIVATE SANITARY SEWER LINE BY INSTRUMENT DATED NOVEMBER 20, 1985, RECORDED IN DEED BOOK 864, PAGE 57. AFFECTS THE SUBJECT PROPERTY, NOT PLOTTABLE. 15. SANITARY SEWER EASEMENT AGREEMENT TO ALBEMARLE COUNTY SERVICEAUTHORITY BY INSTRUMENT DATED SEPTEMBER 5, 1986, RECORDED INDEED BOOK 899, PAGE 327, AND SHOWN ON SURVEY OF KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 16. BUILDING SETBACK RESTRICTION LINES AS SET FORTH IN DEED INTO THE CHARLOTTESVILLE MOTEL, A LIMITED PARTNERSHIP, RECORDED INDEED BOOK 899, PAGE 333. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 17. DEED OF EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT DATED SEPTEMBER 19, 1986, RECORDED INDEED BOOK 903, PAGE 374, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 18. EASEMENT GRANTED VIRGINIA ELECTRIC AND POWER COMPANY DATED DECEMBER 1, 1986, RECORDED IN DEED BOOK 920, PAGE 609, AND SHOWN ON SURVEY OF KIRK HUGHES & ASSOCIATES REVISED ON MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTYAS SHOWN HEREON. 19. DEED OF EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY BY INSTRUMENT DATED FEBRUARY24, 1987, RECORDED IN DEED BOOK 925, PAGE 433, AND SHOWN ON SURVEY BY KIRK HUGHES & ASSOCIATES REVISED MARCH 28, 1991. AFFECTS THE SUBJECT PROPERTY AS SHOWN HEREON. 20. PLAT OF SURVEY BY KIRK HUGHES & ASSOCIATES, DATED DECEMBER 22, 1986 AND LAST REVISED ON MARCH 28, 1991, SHOWS: (a) 10'PARKING SETBACK LINEALONG U.S. ROUTE29. (b) 30'BUILDING SETBACK LINEALONG U.S. ROUTE 29. (c) 20' PARKING SETBACK LINE RUNNING PARALLEL TO THE NORTHERN BOUNDARY LINE. (d) 50' BUILDING SETBACK LINE RUNNING PARALLEL TO THE NORTHERN BOUNDARY LINE. (e) EXISTING STORM SEWER RUNNING FROM PARCEL X INTO INSURED PREMISES. (f) SANITARY SEWER LINE RUNNING ALONG EASTERN BOUNDARY LINE. ALL AFFECT THE SUBJECT PROPERTYAS SHOWN HEREON. 21. RIGHTS OF OTHERS ENTITLED THERETO IN AND TO THE USE OF THE 50' ACCESS EASEMENT AS REFERENCED UNDER SCHEDULE A HEREOF. AFFECTS AS SHOWN HEREON (PREMIER CIRCLE, 'PARCEL X) 22. EASEMENT GRANTED THE COMMONWEALTH OF VIRGINIA BYAGREEMENT, DATED SEPTEMBER 21, 1992, RECORDED IN DEED BOOK 1289, PAGE 437, GRANTS RIGHT AND EASEMENT TO CONSTRUCT AND MAINTAIN A STORM SEWER SYSTEM AND TO CONSTRUCT AND MAINTAIN A TRAFFIC CONTROL DEVICE AND FOR THE CONSTRUCTION OF CUT AND/OR FILL SLOPES ALONG SUBJECT PROPERTY. DOES NOT AFFECT THE SUBJECT PROPERTY, AS TO STORM SEWER AND TRAFFIC CONTROL EASEMENTS; TEMPORARY GRADING EASEMENT TERMS EXPIRED, AS IMPLIED. 23. AGREEMENT BYAND BETWEEN TIOTA, LTD., A VIRGINIA CORPORATION, AND THE COMMONWEALTH OF VIRGINIA, DATED AUGUST 26, 1992, RECORDED MARCH 11, 1993, IN DEED BOOK 1294,PAGE 297, GRANTS TEMPORARY CONSTRUCTION EASEMENT FOR IMPROVEMENTS STATE HIGHWAY ROUTE 29. TEMPORARY GRADING EASEMENT IS EXPIRED, AS IMPLIED. 24. NO LIABILITY IS ASSUMED WITH RESPECT TO ANY ROAD MAINTENANCE CHARGES, ASSESSMENTS, AND/OR DUES. NOT A SURVEY MATTER. 25. TERMS AND CONDITIONS AS CONTAINED INROAD MAINTENANCE AGREEMENT RECORDED INDEED BOOK 797, PAGE 242. AFFECTS THE SUBJECT PROPERTY INCIDENTAL TO PREMIER CIRCLE, PARCEL X'AS SHOWN. ALL THOSE CERTAIN LOTS OR PARCELS OF LAND SITUATED IN ALBEMARLE COUNTY ON U.S. ROUTE 29, NORTH OF CHARLOTTESVILLE, VIRGINIA, BEING SHOWN AND DESIGNATED AS LOT 6 AND LOT 7, A PLAT OF WILLIAMS. ROUDABUSH, INC., DATED JANUARY 1, 1980, AND RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OFALBEMARLE COUNTY, VIRGINIA IN DEED BOOK 797, PAGE 249. TOGETHER WITH AND SUBJECT TO THE RIGHTS TO USE THE 50'ACCESS EASEMENT AS INDICATED ON SAID PLAT AND GRANTED BY DEED RECORDED INDEED BOOK 899, PAGE 333. BEING THE SAME REAL ESTATE CONVEYED TO TIOTA, LTD., A VIRGINIA CORPORATION BYDEED FROM THE ROCHESTER COMMUNITY SAVINGS BANK, ANEW YORK BANKING CORPORATION DATED APRIL 1, 1991, RECORDED APRIL 1, 1991 IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA IN DEED BOOK 1146, PAGE 326. SURVEY DESCRIPTION (ALSO DESCRIBED AS) : (SUBJECT PARCEL) TAX MAP PARCEL 61M-6: ALL THAT CERTAIN PIECE OR PARCEL OF LAND, WITH IMPROVEMENTS THEREON AND APPURTENANCES THERETO, LYING IN THE COUNTY OF ALBEMARLE, VIRGINIA, CONTAINING 3.749 ACRES, MORE OR LESS, BEING TAX MAP PARCEL 61 M-6 AS SHOWN ON A PLAT OF SURVEY ENTITLED 'ALTA/NSPS LAND TITLE SURVEY OF 3.749 ACRES FRONTING U.S. ROUTE 29, IN THE COUNTY OF ALBEMARLE, VIRGINIA" BY TIMMONS GROUP DATED NOVEMBER 7, 2016, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON ROD SET SET ALONG THE NORTH SIDE OF U.S. ROUTE 29, SOUTH BOUND LANE, APPROXIMATELY 55, SOUTHWEST FROM THE CENTERLINE OF PREMIER CIRCLE AT ITS PERPENDICULAR INTERSECTION WITH U. S. ROUTE 29, SAID POINT BEING THE POINT OF BEGINNING; THENCE WITH THE NORTH SIDE OF U.S. ROUTE 29, S 35'20'15" W 110.00' TO AN IRON ROD SET; THENCE CONTINUING WITH THE NORTH LINE OF U.S. ROUTE 29, S 35°21'38" E 188.58' TO AN IRON ROD SET ON THE EAST LINE OF THE 29 GROUP, LLC, TAX MAP PARCEL 61W-1-C-4; THENCE DEPARTING THE NORTH SIDE OF U. S. ROUTE 29 AND WITH THE 29 GROUP, LLC, N 29.4T 08" W 233.6V TO AN IRON ROD FOUND, A CORNER ALSO TO THE 29 GROUP, LLC, BEING TAX MAP PARCEL 61W-1-C-3; THENCE WITH THE 29 GROUP, LLC (TAX MAP PARCEL 61 W-1--C-3), N 29.47' 08" W 71.52' TO AN IRON ROD FOUND, A CORNER AGAIN TO THE 29 GROUP, LLC, BEING TAX MAP PARCEL 61 W-1-C-2; THENCE WITH THE 29 GROUP, LLC (TAX MAP PARCEL 61W-1-C-2), N 29.4T 08" W 96.82' TO AN IRON ROD FOUND, A CORNER TO THE 29 GROUP, LLC, TAX MAP PARCEL 61 W-1-C-6; THENCE WITH THE 29 GROUP, LLC (TAX MAP PARCEL 61 W-1-C-6), N 29°47' 08" W 45.18' TO AN IRON ROD FOUND, A CORNER TO CHALLENGER WAY, LLC, TAX MAP PARCEL 61W-1-C-1; THENCE WITH CHALLENGER WAY, LLC, N 29'47' 08" W 164.66' TO A CONCRETE MONUMENT FOUND, A CORNER TO LITTLE SISTER, LLC, TAX MAP PARCEL 61 W-1-C-5, AND HELEN D. GELLING, TAX MAP PARCEL 61M-1-24; THENCE WITH GELLING AND BENJAMIN KARL & CARLY ERIN SAMS, TAX MAP PARCEL 61 M-1-23, N 65.13' 11 " E 184.50' TO AN IRON ROD FOUND, A CORNER TO 106 COMMONWEALTH CIRCLE, LLC, TAX MAP PARCEL 61M-1-22; THENCE WITH 106 COMMONWEALTH CIRCLE, LLC, N 65.13' 11 "E 145.2170 AN IRON ROD FOUND, A CORNER TO THOMAS M. & PAULA DALY HAUGHEY, TAX MAP PARCEL 61M-1-21; THENCE WITH HAUGHEY, N 65.13' 11 "E 104.87' TO AN IRON ROD FOUND, A CORNER TO CASTULO GAITAN, TAX MAP PARCEL 61 M-1-20; THENCE WITH GAITAN, TAX MAP PARCEL 61M-1-20, N 65°13' 11"E 147.95' TO AN IRON ROD SET ON THE SOUTH LINE OFANDERSON, ET AL; THENCE ALONG THE WEST EXTENT OF PREMIER CIRCLE, PARCEL 'X', ALSO BEING A 50' ACCESS EASEMENT, A CURVE TO THE LEFT, HAVING A RADIUS OF 251.10', A LENGTH OF 182.14', A DELTA ANGLE OF 41' 33' 34", AND WHOSE LONG CHORD BEARS S 44- 26' 23" WA DISTANCE OF 178.1770 AN IRON ROD SET; THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, S 23- 39' 36" W 108.65' TO AN IRON ROD FOUND; THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, A CURVE TO THE LEFT, HAVING A RADIUS OF 190.00" A LENGTH OF 259.73', A DELTA ANGLE OF 78019' 21 ", AND WHOSE LONG CHORD BEARS S 15030' 05" E A DISTANCE OF 239.9770 AN IRON ROD SET; THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, S 54° 39' 45" E 55.00, TO AN IRON ROD SET; THENCE CONTINUING ALONG THE WEST EXTENT OF PREMIER CIRCLE, A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00', A LENGTH OF 47.12" A DELTA ANGLE OF 90' 00' 00" AND WHOSE LONG CHORD BEARS S 9' 39 45" E A DISTANCE OF 42.43' TO THE POINT OF BEGINNING; CONTAINING 3.749 ACRES. BEING THE SAME PROPERTY CONVEYED TO TIOTA, LTD. BY DEED FROM THE ROCHESTER COMMUNITY SAVINGS BANK DATED APRIL 1, 1991 IN THE CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA, INDEED BOOK 1146, PAGE 326. SURVEY NOTES: f�J:ZU9�aI'1.',iLild//JCHl�97i7:/i4/-'t/CUdA (SUBJECT) TMP 61M-6. OWNER: TIOTA, LTD. REFERENCE., DEED BOOK 1146, PAGE 326 TAX MAP PARCEL NUMBER: 61M-6 061MO-00-00-00600 PROPERTYADDRESS. 405 PREMIER CIRCLE, CHA RL 0 TTES VIL L E, VA22903 AREA: 3.749 ACRES (163,306SF) ZONED: C1 (COMMERCIAL) 2. DIMENSIONAL ZONING REGULATIONS (PER ALBEMARLE COUNTY CODE) SETBACKS: FRONT- MINIMUM 10' FROM RIGHT-OF-WAY (OR SIDEWALK) - MAXIMUM 30' FROM RIGHT-OF-WAY (OR SIDEWALK) SIDE & REAR MINIMUM (IF ABUTTING COMMERCIAL OR INDUSTRIAL AREA) - REFERENCE BUILDING CODE SIDE & REAR MINIMUM (IFABUTTING RESIDENTIAL AREA) - 50, (NOTE - NO SIDE & REAR MAXIMUM SETBACK) HEIGHT MAXIMUM - 65 FEET BUILDING STEPBACK - FLOORS ABOVE 40' OR THIRD STORY, WHICHEVER IS LESS -MIN. 15' STEPBACK BUFFER ZONE ADJACENT TO RESIDENTIAL DISTRICT - 20' 3. EXISTING PARKING: 126 REGULAR SPACES; 4 HANDICAP SPACES 4. THE SURVEY SHOWN HEREON IS BASED ON FIELD SURVEY BY TIMMONS GROUP COMPLETED ON JANUARY29, 2021. 5. HORIZONTAL DATUM IS BASED ON NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE. DATUM ESTABLISHED THROUGH LEICA SmartNET REFERENCING STATIONLOYI, CHARLOTTESVILLE, VA. 6. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO. 51003CO278D, PANEL 278 OF 575 EFFECTIVE DATE FEBRUARY 4, 2005, THE PROPERTY SHOWN LIES IN UNSHADED ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 7 THIS PLAT WAS PREPARED WITH THE BENEFIT OFA TITLE REPORT, COMMITMENT NO. 2001690 FROM FIDELITYNATIONAL TITLE INSURANCE COMPANY, ISSUED/EFFECTIVE NOVEMBER 13, 2020. SEE SCHEDULE B ITEMS, THIS SHEET. 8. THE LANDS SURVEYED ARE THE SAME AS DESCRIBED IN THE REFERENCED TITLE REPORT. 9. THERE IS NO OBSERVABLE EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS ON THE SUBJECT PROPERTY. 10. NO EVIDENCE OF CEMETERY OR BURIAL GROUNDS OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY FIELD -WORK. 11. ON THE DATE OF THE SURVEY, THERE WAS NO VISUAL EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 12. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE MEADOW CREEK WATERSHED PER COUNTY GIS; PROPERTY lS NOT WITHIN A WATER SUPPLY PROTECTION AREA. 13. THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 14. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN ENTRANCE CORRIDOR OVERLAYAREA. 15. THE PROPERTY SHOWN HEREON IS LOCATED WITHIN AN AIRPORT IMPACT AREA. 16. MANAGED STEEP SLOPES ARE PRESENT ON / WITHIN THE PROPERTY; PRESERVED STEEP SLOPES ARE NOT PRESENT. AL TA /NSPS SURVEYOR'S CERTIFICATION TO: FIDELITY NATIONAL TITLE INSURANCE COMPANYAND PIEDMONT HOUSING ALLIANCE, ITS SUCCESSORS AND ASSIGNS: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE '2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR AL TA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY AL TA AND NSPS, AND INCLUDES ITEMS [1, 2, 3, 4, 5, , 7(a), 8, 9, 10, 11, 13, AND 16 OF TABLEA THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 17, 2016. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY AL TA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. 'ALTA / NSPS LAND TITLE SURVEY' OF A PARCLE OF LAND CONTAINING 3.749 ACRES FRONTING U.S. ROUTE 29 AND BEING TAX MAP PARCEL 61 M-6 IN THE COUNTY OF ALBEMARLE, VIRGINIA Albemarle County Rio Magisterial District Date: JAN. 28, 2021 Scale: AS SHOWN Sheet 1 of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM a YXn.er..irti 2 ., i\ \THAN A SHOWALTER T I.,c.\o,040_057151 03/2 1 /2022 Ar 0NA l 4�G\ z O H d U U Lu w 0 Z O > W w 0 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' W J cn U � LL O H� z UQ M O W 1--I O U �--� Q Lu Z W Q O L w U I..L cc cc a �/ r��l z U Vni w rn La 1 JOB NO. 46555 SHEET NO. C2.0 L LEGEND 0 WATER VALVE ® WATER METER `I2J��SI FIRE HYDRANT WATER VAULT ® STORM INLET (GRATE) 0 STORM DRAINAGE (SD) MANHOLE RCP REINFORCED CONCRETE PIPE PVC POLY -VINYL CHLORIDE PIPE CMP CORRUGATED METAL PIPE QS SANITARYMANHOLE O CLEAN -OUT ❑T TELECOMPEDESTAL ® HVAC UNIT OR AS NOTED j0 UTILITYPOLE O-* LIGHT POLE YARD LIGHT (D ELECTRIC BOX ELECTRIC METER GAS METER - -SAN- - SANITARY PIPE w WATER -LINE TELECOM UTILITY _UFO -UNDERGROUND uGP UNDERGROUND POWER/ELEC UTILITY OVERHEAD POWER UTILITY GHP xx FENCE -LINE - CENTERLINE SWALE/DITCH EDGE OF PAVEMENT (EP) TREE -LINE CONIFEROUS TREE (CNFR) - I \ WIRE 1rI FENCE OC / \ 1411 1�1/I I \ SAT. � SETARKING TMP61M-1-23 / \ / SE78ACKL/NE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD C1 251.10' 182.14' 95.28' 41 °3334" S44 2623"W 178.17' C2 190.00, 259.73' 154.75' 78 ° 1921 " S 15°30 05'E 239.97' C3 30.00' 4712' 30.00' 90,00,001, S903945'E 42.43' _DISH / BENJAMINKARL & CARLYERIN SAMS / / / /IIIx/ DB. 4643, PG. 602 / \ d/ / 1l -_� I v \ /41 %lllll//' l ✓/ �/ _ _ 5�� ///---CHAIN-LINK I I II I / < /� /- \��\�\FENCE / TMP61W-1-C-1 1 (( I / �1 D / CHALLENGER WAY LLC / II 111 I DB. 4783, PG. 672 l �D / / / / WINDOW /l /' WE, 50'SETBACKLINE (FROMBERKELEY l SUBDIVISION) 16 TMP61M-1-22 106 COMMONWEAL TH / � .� OB. 899, PG. 333 Od u l `II } / /o / H' '�ELIPPLY� \` \\ CIRCLE, LLC \ / / � 741 � // / / / e / / (2) 12" DeCC ` \ \ \ \� � \ � \ �'\•� � ` DB. 5141, PG. 638 IPAVED ' / `\ \� �� n�`�7lt�llNK l \ RAMPr\- FENCE / _ IL \ l lWNtE / / / / / �`O l,n /r 484- PPLY\` �\ �� 6So AAW / F Od D I/ l a WINDOk.7., WELL - - _ F / S? 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PAGE ^ /RON/fF� /` / l l 14"DEC / / _ --� - - - i DEC / // [p i S i � WBANDONED \ /p / � STONE COL. / � / P � � 41 it � n ACSA ALBEMARLE COUNTY SERVICEAUTHORITY - -/ - / 11 ` �'-472- i ® AWE 1 \ CHAIN -LINK / ' ' ' ' / / / / .e • _ - \ _ /� 15"DEC i I \ \ \ [a // // / / o / - � / / i 7. E /�` � � � � \ � \ � \ FENCE # EXCEPTION NUMBER REFERENCE A / / // /// of / ts* % i�'IRO (F) _ , p B ® CLE �� 3 0 �\ ` \ •. 1 i ®�{ 2g4• / �472- ® NITER CIR h Al\/ ANC �R'I _ 9 \ \ \ n //$PECIFIC / ynJ \ i i ��' P CE��X� SEMENT / / „L / 46 nn\ SOIL BORE 0� ///i /// / I / oo' \ / / b a� sue FACEP Nr - 'w, , �' , - ® AR G�ESSEA / e" \ �(S) I0'A \IRON CONTOUR INTERVAL = 1' //// ///j / 3 I II n�0' \ m n�� / / ®/ SAj )� \ ��2' /5P \ SD INLET W_/GRATE OEPTIONS DB 7 p;. 242 S _ - _ \ y6, \ \ \\ \ / / � i � � (39' x-3.9) - _ I N (F) \ S,y MHSA TOP=480.06' INV. IN=473.14 8" PVC (NW) INV. IN=473. 11'6" PVC (SW) INV. OUT=473.11' 8"PVC MHS B TOP=476.77' INV. 1N=472.84' 6" PVC (SE) INV. IN=472.77 8" PVC (SW) INV. OUT=472.69' 3 0�4/ / BH (/ / _ 7. i d / / \k-18 RCP , TOP=470.43' _ - 15 I 6 / <O O'/Nq (< / / e J` " , 6"x6"\\ - (ENT .) EX. 20'ACSA (ENTR.J - \ RO T� < OTT / / WOOD h\� INV IN=468 / \ \ -9 8" RCP M SANITARY SEWER IRON F \ \ \ �/ BO jARD \ � MHS EASEMENT \ � �, /// O / B (<OTs/ ROH ROI� / ' ®/ /{}' INLET - .327 - 1 I \ i $ NlY \\ .OUT G;=28' 18" RCP \ P' SD CURB /NL D (-472�49' DB. 899 PG ROH 6 8 [[ / / ' a1ry7 / IRON (F) _ INV. = g � ) .�4" G l/ i /NV IN 4 (SE) Sy \ (3.0'x 3.3) G) I INV TC (SW o 67 / // / TOP 47172' .OUT 46 . "TC 465 / / •� EAICEPTION 17 / / WOO v / \ // / INV. 1N=466.52' 18" RCP \ BOLLA D l X/ �h /' / I SD INLET WI GRATE INV. OUT=466.43' 18" RCP MHS 4 MHS 8„ \ ELEC. / LSA / (j // SO INLET WI GRATE 2.5'x 25' TOP=476.07' TOP=469.54' \ \ I/ // // /, // / / EXCEPTION 19 S / O .) l / / / ( ) I *SET N INV. 1N=461.24'8"PVC � l / �� / / / TOP=474.53' SET ON TIMBERS STRUCTURE 'SURGED' (SI'VI \ l / /// 9" ® / l / / i l INV. IN=461.24'8"PVC �//'TAL FEN E ® (� N/-i 2� / INV. 1N=469.28'21"RCP TOP=471.88' INV. lN=469.92' 8"PVC MHS (SE) `T MHD INV. OUT=469.778" PVC TOP=469.62' INV. OUT=461.19' 8" PVC Sy / INV. OUT=469.28'21"RCP INV. OUT=470.67' 12"CMP N / I / ` I, (10" EC,s /// TOP=47541' INV. 1N=463.82'4"PVC COL. / I `i ,e , ..� / / / W INV IN=463.30' 6" TC \ (1.6'x 1.6) P o a = ME AL d1Yf{ // / I n POOL I / / 8. �/ TT- / I INV. IN 469.45'21"RCP I INV OUT=463 09' (S � SHED SEE I I C b� - \8'x 12' _ - MH3 B'r� V I w CON ) - �'/EPTION 18/ 19 wAUL r _ / A /' EX 20'ACSA \ m-/_ - SEE MH A' = - 18 / CP/ N YVATER-LINE ESML I l - �y �/n \ -\ OB. 92,5, PG.-93 G EA TMP 61W-1-C-4 Ill/l� ilil �/ / / 11 (15+2HC PAR ING PAC S) 1 ,I ✓ I GQ \ THE 29GROUP, LLC DB. 5096, PG. 510 CONC. 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WIDTH R/W INV OUT=469.43 21 RCP ATER-LINE INLET W/ GRATE V (2.5'x 2.57 TOP=472.98' INV. 1N=469.63' 18" RCP (SW) INV. 1N=469.58' 18" RCP (SE) INV. OUT=470.00' 21 " RCP 13 TMP 61 M-3 20'ACSA EX. 20'ACSA WATERLINE M&HREALTYSEVEN, LLC EASEMENT DB. 4572, PG. 157 SEMENT DB. 850, PG. 368 903, PG, 374 SO INLET W/GRATE (25'x 25) TOP=477.95' INV. OUT=470.00' 18" RCP 12 EX 20'ACSA WATERLINE EASEMENT TMP61M-4 D8. 839, PG. 712 JAISHIV, LLC DB. 1572, PG. 543 SO INLET W/GRATE (2.5'x 2.5) TOP=476.55' INV. OUT=470.05' 18" RCP - C&G m 18" RCP IRON (S) SO CURB INLET WIMHD SO CURB INLET W/MHD 18t(te P.O.B. TOP=471.IV TOP=469.38' 15, VEPCO EASEMENT INV. OUT=464.53'18"RCP INV. CIL BOT=445.89'18"RCP DB. 920, PG. 609 ING (APPROXIMATE) SETBACKLINE DB. 899, PG. 333 SCALE 9 "=30' 0 30' 60' 'ALTA / NSPS LAND TITLE SURVEY' OF A PARCLE OF LAND CONTAINING 3.749 ACRES FRONTING U.S. ROUTE 29 AND BEING TAX MAP PARCEL 61 M-6 IN THE COUNTY OF ALBEMARLE, VIRGINIA Albemarle County Rio Magisterial District Date: JAN. 29, 2021 Scale: 1 " = 30' Sheet 2 of 2 J.N.: 46555 Drawn by: JCM Checked by: JCM �O�wL:'•LTN Op �i e ,us.%TK-%%M. SHOWALTER > Lie. No. 0402057151 •4,s 03/21/2022 6qrJ AL z O d K U Lu w 0 Z O w w Q 0 DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' J U Z U 0 > 0 W z z 1- 4 O 0 Lu W U Lu J w Z 1^..� I..L Cc J a Cn 2 x U LU rMl JOB NO. 46555 SHEET NO. 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OUT=463.09' 6" TC I I I I I I I N z 0 DATE 03 21 2022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=30' J U z U>o } I --I W ~ H� O U Q W E2 LU LLJ m Q J Q U Lu > Q O JOB NO. 46555 SHEET NO. CL.L L SCALE V=30' 0 30' 60' EROSION AND SEDIMENT CONTROL NARRATIVE THIS PROJECT INCLUDES A CONSTRUCTION OF RESIDENTIAL HOUSING AS WELL AS ADD SITE PARKING. THE LIMITS OF DISTURBANCE IS 1.75 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY COMMONWEALTH CIRCLE TO THE NORTH. COMMERCIAL PROPERTIES BORDER THE WEST AND EAST SIDE. THE SOUTH SIDE IS BORDERED BY SEMINOLE TRAIL. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY THE LOCATION OF A RED CARPET INN. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED AS A PART OF THIS PROJECT. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. EROSION AND SEDIMENT CONTROL MAINTENANCE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIEMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SETTLEMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PRPOSE IS TO PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT 5. TREE PROTECTION - 3.38 PROTECTION OF DESIRABLE TRESS FROM MECHANICAL AND OTHER INJUSRY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. VEGETATIVE PRACTICES: 6. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 7. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT THE COMMUNITY DEVELOPMENT OFFICE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, TEMPORARY SEEDING, DUST CONTROL, INLET PROTECTION, SILT FENCE, AND TREE PROTECTION. NO WORK SHALL BEGIN IN THOSE AREAS UNTIL ALL ESC MEASURES IN THOSE AREAS ARE INSTALLED. 3. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CON BEGIN. 4. ROUGH GRADE PROJECT AREA. 5. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II 1. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 2. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. SILT FENCE AND INLET PROTECTION MUST BE MAINTAINED THROUGH GRADING AND CONSTRUCTION. 3. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 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) ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING GRADING OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 27B - ELIOAK LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT SLOPES, MORE THAN 80 INCHES T 0 RESTRICTIVE FEATURES 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES, 10 INCHES TO DENSIC MATERIALS MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. �O�wL:�LTN Op �i �' :uN.1TFL1X 11. SHOWALTER � Lic. No. 0402057151 �s 03/21/2022 M E 0 � o N Vi N C ¢o > E w ° E Lu LL o 3 ow- W L M m d J U J - uj C7W N7 w MI. 30'x LL 0 Q v F U Q c L^ 0 O N � M a� o w • • • IL O cc E AL DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A () J r-� w 0 W U w O Ucl�; J ce H o Z �" O w U J Lu oC Lu 2:w a LU 2 r-i U Lu Q 06 ~ o O w L H JOB NO. 46555 SHEET NO. C3.0 STONE 70' YIN. CONSTRUCTION ACCESS 3 SV-2A ASPHALT -0 COI.RSE EXIS'ING 29 PAVEMENT 5" MN. 21A AGGREGATE BASE PROFILE STOSE 70' M'N. CCNSIRUCIION ASPHALT PAVED ACCESS �' AO rWASHRACX EXIST NO 2% 2% PAVIYF'. 2% 12' M IN.' t —POSITIVE 'MUS- EXTEND FULL WIDTH A . DRAI NAGI TO SEDIMENT OF INGRESS AND EGRESS TRAPPMIGIDEVICE OPERATION --- PLAN 12' VIN. -_ POSITIVE DRAINAGE 27 TD SEDIVENT TRAPPING DEVICE FILTER CLC-III -- SECTION A —A A mmunuu water tap of 1 utch must be htstalled with a ntittimtun 1 nlch ballcock shutoff vaI suppl}vtg a wash hose III a diameter of 1.5 inches for adequate constant pressure. Wash water must be carried away front the enhance to an approved settling area to remove sediiimit. All sediment shall be prevented front entering storrn chains, ditches of watercourses. PCE PAVED WASH RACK PERSPECTIVE VIEW POLYETHYLENE FABRIC (ATTACH TO POSTS WITH METAL TIE WIRES .:• *� ' Sri .ems � � ��.: GRAVEL FILTER IVA FABRIC NE POST toGROUND LINE IAX RUNOFF WATER WIRE MESH _ FILTERED WATER rr a e' SEDIMENT CONCRETE GUTTER CURB INLET 12" ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT IP CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. STORMWATER INLET PROTECTION No Scale SILT FENCE DROP INLET PROTECTION ;\ 11N. PERSPECTIVE VIEWS STAKE FABRIC — DROP INLET WITH GRATE DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. No Scale 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. /I FILTER FABRf�II\�V�� CONSTRUCTION OF A SILT FENCE No Scale TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP' 20 LBS. CROWNVETCH " 20 LBS. 150 LBS. ` USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE " SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE S ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale TABLE 3.31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) TS MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TEMPORARY SEEDING PLANT MATERIALS No Scale SILT FENCE DROP INLET PROTECTION DROP INLET WITH GRATE 3' MIN. GATHER EXCESS AT CORNERS PERSPECTIVE VIEWS DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. I P 3.07-1 LI 11I--II U LI Li !J 00 EtI El 1:1 El El El STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP 3.38 NO SCALE TREE PROTECTION No Scale 5:1 EXISTING PAVEMENT FILTER 6„ A MOUNTABLE CLOT MIN. BERM EXISTING GROUND SIDE ELEVATION (OPTIONAL) 70' MIN. r —WASHRACK 110' MIN 12' MIN*jW T, VDOT #1 COARSE B j AGGREGATE ' MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. PLAN VIEW REINFORCED jLU I IUN 1:3-1:3 CE STONE CONSTRUCTION ENTRANCE No Scale 10' MIN EXISTING PAVEMENT LxLTm Op �ON NQ Yf�^�ti r Q :u�.1TFL1� M. SHOWALTER Lic. No. 0402057151 03/21/2022 Ar ki A l- M E 0 � o N Vi N Q � > E W E i Q LL 3 U. — w 0 K Lu t n d J U m W J —Lr; d O N � N � U W �0 =x J N < Ln N xU >v� F Q c I^ 0 N � M a� 00 w O x c� 0 O x H 0 w Lu x U Q Z O 0 - DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A JOB NO. 46555 SHEET NO. C3.1 6 s 0 d 3 a 0O ox EZ 00 0 c mw E o c N a0 O xg d7 3 ,n Z„ 0 2 a 0 a, o U_ o .3 n o, 2 % C do d� g„ �o E 06 a c � ,:2 0 o � � o m a c m �o nE 00 c E F_ L I490�\ EROSION CONTROL LEGEND it/ / / / / / / / /� _ _ _ ` \ \ Ste' LIMITS OF CLEARING AND GRADING CHAIN -LINK = = DRAINAGE DIVIDE FENCE // TMP6>W-1-C-1 I I I III // I l / / ! \ ` \ `- \\ �\\\ `\/ SOIL AREA DIVIDE - vim~ CHALLENGER WAYLLC / I I I i I I I // / / / \ 8„ 12" DEC` :US.1TN.1\ 11. SHOWALTER DB. 4783, PG. 672 / 1 I I I I 1 I / / 24 \ \ \ _ ` \ �\ I / s \ he. 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V / // qw / '�/. %J // ////// /////' / - \`\(19x.3�GNA1 \\\\\ \\ } DRAWN BY WELL I D / ^ CC / / / / / / / / / \ TOP=472.96' \ \� \ , (1s'x 1.6) �� / � c' lia / / / / / / / / TMP 61 W-1-C-2 / / / / / / ( / 0" o �/ / / / / \ � Z \ A. MABEE / / / SOOU7/LE% / (1. 0'x 0.XSQ. O�INING) \ THE 29 GROUP, LLC /// // // / FIREWALL 0 �� / / 1 \ >INV.=468,36110"Og1FIC \� • DESIGNED BY / / / / // STONE COLI / 5 // / INV.=468171'pl -ROP /mil ✓ - � INV. OUT-466.49' f "RC I DB. 5448, PG. 13 / // / . 1.6'x 1.6) / / m / dD / / l / l r I 18 I 1 SF m �D / l• \ �\ I I J. SHOWALTER / / / \\\X Xx\ \\ \\ i_�---47U=--J-- \ / // / • CHECKED BY / / _ / • J. SHOWALTER �\�' UNIT r, i / \ \ \ \ \ ` ` / - - - /EXCEPJON Lit - - - _ - _� / /\h STONE COL. / HVAC ?4 / �O / / � \ _, �0 --------- -- / 15/PINE L / / / / y '/• _ - _ _ (s)- \J / / ROH I ' / i' /// /.// \ Ti'` - - - _ IRON / iSCAL2Eo' TMP61M-6 SAF ` _ _ / c�. / s" .. 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(15 x 105) (1.5'x 1.5) EX. 20'ACSA WATERLINE (MOTEL) 1 LEVEL 0, 75' I I I I I I 1 \ ' / DBS839, PG. 712 EMENT IMP 61M 4 \ JAISHIV, LLC FRAME & STUCCO BUILDING STOOP I / ELEV=480.06' I SPA / \ I / OB. 1572, PG. 543 $� (GROOM NUMBERS) SERIES I BLD S EP FIREWALL 8.2 1 cl- /// BLD S EP 1 2 I /S 1 JOB NO. CHIMNEY-111 I J/ \4 I I (ENTR.) SCALE 1"=20' I(li I D CONC46555 0.8,STEPS SD INLET 0 20, 40' MASTSIGN: ROH (TYP) ROH (2.5'x2.5)CARPETINN' 72.5' STONE COL5.4' SHEET NO. 72.3' 72.4' TOP=476.55' INVOUT=470.05'18"RCP C3'2 0 c a c 0 m 0 3 D 0O oX �Z 00 o m c 2 m w a c m L D O C7 3 Z z„ O2 � a F m o �3 a >` Y N m o m h m C 18 d `o E RM 06 a c �c 10 :2 0 o ,n . m 2 c m m C o m 0 nE L F E L EROSION CONTROL LEGEND \ CHAIFENCELINK / LIMITS OF CLEARING AND GRADING - �y, _ = DRAINAGE DIVIDE / TMP6IW-I-C-1 / I I III I /��\ \ \ \\\' - \ / SOIL AREA DIVIDE CHALLENGER WAYLLC / I - - - D6. 4783, PG. 672 -SAF- SAFETY FENCE 3.01 PAVED CONSTRUCTION ENTRANCE 3.02 SF \ / % SAF - - - Ro \ \ \ ` ` k l jc SFX SILT FENCE 3.05 50' SETBACK L/NE (FROM BERKELEY SUBDIVISION) 1 DB. 899, PG. 333 IP ® INLET PROTECTION 3.07 I l�/ // / // \/�\ \ \\ \\\ �� - DD ♦--�- DIVERSION DIKE 3.09 \ CHAIN -LINK ST SEDIMENT TRAP 3.13 FENC OUTLET PROTECTION 3.18 WmOD FFNCE1 I / / TEMPORARY SEEDING 3.31 \ \ l 1 I /�/ / � v - \ •7y\ SAF „p \ \ \ _ ` ` \\ p$ PERMANENT SEEDING 3.32 E TMP61W-1-C-6 I' l / / / /// Q0� SF \ ` \ \ \ \ \� \ - _ ` \\\ \ MU MULCHING 3.35 THE 29GROUP, LLC / l DB. 5448, PG. 13 12"DEC \ \ TP TP TREE PROTECTION FENCE 3.38 A80 \ \ \ \ DC DUST CONTROL 3.39 . AREAS STEEPER THAN 3:1 TO BE 3.36 STABILIZED WITH STABILIZATION BLANKET \ I It ON l / "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER l L I R O / 483 WINDOW WELL (MOTEL) 1 LEVEL \I / / '�/ ' - Rac - _ 4/S\� N(I FRAME & STUCCO BUILDING / , / / ' - -ARMOR VCb , 0 MU p / LIM17S OF D RgA - .75 ACRES 200 SERIES 482 / 8„ ROOM NUMBERS) PS 5' SETBACK �0/ // / a as o /a� / / / / / / / / / r00=472.96' TMP61W-1-C-2 Z \ \ THE 29 GROUP, LLC / / / / / / O� \dry / SO OU7ILE% I / INV=168/71' l"ROP 1 V. _ I \ > (1.0'x 0.8.S4. 0 CNMIG) \ DB. 5448, PG. 13 / / / / / / / / \ / / rn / aD // l /l , / / / / ' I INOUT3466.49' T"RCP r \\ 1 1 SF MU ^484 / % \ `\ \ \\\�\S�C `\ / \\ \\ \- �:' -470- / \ / HVAC O / KK \ \ - �---- - - - - -- 12" NYLOPL / // / UNIT 2Q7• / / A� /EXCEPJON Lit ��v\ BASIf)�tYP.�/ / \ / PS 483 a 46�2\ \-_ - - - - - - - / / IP / / / 4 1./ 8' 15/' PINE L / - _ _ _ Z h/ 480 SAF / / ROH // ' 8" /Ti - I\- b�/ 18-DEC 4"eEG- - - - `' STONE COL. 0 � s4N / r✓P /// ��/ �� -- _-_---_ ---- �� 4!% / ` (1.�'x 1.6) / ROHB' `Z�i�' �i iii_ ' SP _472- �EC//15"DEC SA - ® - S It 0 \ \ IP /8"DEC/i i/��/^ / IP SP1JO-472- ® PRE A5RE 1XZ ZSEASEMENT `SF N 1& \ CEPT\O 797,PG / TMP61W-1-C-3 477 ' ' - ' I ' %r / .C1�� I- - -\� _ THE 29 GROUP, LLC '/ - � / \� SD /NLET W/GRATE - - DB. 5448, PG. 13 / / //// / 1//// / / N�� \ \ // // / / / / / /��AET� . e IP ' / \\k-18"RCP TOP-470/13" , , - - - - - - IRON(F) I11N=468.60' 12" CMP (S) - /// // / / /� / 6"z 6" \\\ _ INV. 1N=467.66' 18"RCP N, SWM _ ^ (ENTR.) 476IP ,/' / BOLLARD\\ INV OUT=46Z28'18" / ING � \ SF RATS ANHOLE ,/ IP 3D0CURB INLET W/MHD(SAG) / / /// // / / / 8 / 0 .•.•�\-:•: \ �\/OP SET TO ON F /� / / / , POSED GRADE / /�m� / /'A/ 1 7` �/ / � / IP :3::;::: _�:::�:::?.:.. / / / � SD/NLETW/GRATE (1.7'x 1.7) /NLETW/GRATE (2.5'x2.5) OP- 74.53' "SET ON TIM ERS -.%t:::=.,• / / e l 1N=469.28'21"RCP TOP=471.88' INV. OUT=469.28'21"RCP INV OUT=47 .67' 12"CMP D I TOP=475.4V I 12" NYLOPLAST / / / / I i INV. 1N=469.45'21"RCP INV. OUT=469.43'21"RCP BASIN (TYR) Ip mu IP A ( / \ ' r P Q m / MU IP IP PS/1i b I- - _ _ D LE wiGRATE \ PS / , ` / - - - - - -I - - - ( / / " -L by�� IN /N74 63'18"RCP (SW) 2. _ - - - IN .1N=46p.58'18"RCP(SE) /1 IP / S/_ ----/ / Nll�. UT 70.0 I'RCP I4Q�D / ----- _---- / 1, jE/V E l I / / / / 481 480 479 T, 478 477 482�_ - _ 1 - - - ii'- - -y_ I I X 20'gCSA EX 20'ACSA WATERLINE ' MU / EASEMENT I -�/ O I p / 1 / WATER OR 850, PG. 368 48q {} b• /a 1 / I P EASEMENT /.L / PS --- /------------ - / / OB. 903, PG. 374 - - - - - - - - / \ I \ \ III D///NLETW/GRATE \\ I \ / \� I \ .5'x2.5J AV S I \ I < / \ �' ,=47795' OUT=470.00' 18" RCP SAF \ CONC. WALK 724' - I �I I riSA \ \ \ \ \ \ 72.5' 723' 1 / \ STONE COL. (iTOXE5I L. (1.5'x 1.5J \ I I EX 20'ACSA WATERLINE (MOTEL) 1 LEVEL 0,75' I I I I ' l DBS839, PG.712 EMENT TMPIV, LLC FRAME & STUCCO BUILDING STOOP CI NC \> / \ ' ` DB. � 572/ PG. 543 (OFFICE & 100 SERIES ELEV=480.06' T / ROOM NUMBERS) I I sr�P,� I/ /, I I' BLD S EP BLD S EP FIREWALL 8.2' cQ7 CHIMNEY-11 .. IJ I i I WSJ I \ (ENTR.) 0.8' \ S T PS p STONE COL. 151 I I I ,4 i \ MAST SIGN: I I b (rYP.) ROH \ 5.4' I I I / I SD /NLET W/GRATE ED CARPETINN' I l ROH g (1.5'x 1.5) I (2.5'x2.5) �/ 72.5' 72.3' 72.4' I I I i I I I �1 TOP=476.55' I I I INV. OUT=470.05' 18" RCP (. X ) TOP=471.72' INV. 1N=466.52' 18" RCP INV. OUT=466.43' 18"RCP TMP 61 M-3 M&H REALTY SEVEN, LLC DB. 4572, PG. 157 SCALE 1 "=20' 0 20' 40' TOP=47249' IINV. 1N=466.1 INV. IN=466.6 IINV OUT=46i MHS INV. INV. �O�wL:�LTN Op � ON Q Yf�^�ti r :o'.1T11 N 11. SHOWALTER Lie. No. 0401-057151 �s 03/21/2022 At DATE 0312112022 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1"=20' �1 �1 Lu W J = � LL J H� O U; Z } p Lu U I -q o �w z Lu J Q w w m r-I Q LU 2 U z Q 0 gyp�// LL Lu JOB NO. 46555 SHEET N0. C3.3 0 m 0 3 D 00 oX �z n0 o 2 c E w a 0- 0 D 0 X w L7 3 Z 0 m O 22 F m o, 2 a >` � h X N, m h m C 8 d `o E 2 0� o � a c m 10 'a 0 0.2 a c m m c o m o no L F E L \ OB. 3662, P . 228 / / I MON eF) / I J / WIRE FENCESAT OC \ 20' PARK/NG \ DISH SE78ACK L/NE - / \ l BENJAMIN KARL KARL & CA CARL Y ERIN / \- / SAMS �+ DB. 4643, PG. 602 \ / \ CHAIN -LINK / FENCE TMP61W-1-a1 / CHALLENGER WAY LLC OR 4783, PG. 672 Gpo 50'SETBACKLINE (FROM BERKELEY \ l SUBDIVISION) 16 TMP61M-1-22 \ OB. 899, PG. 333 Od 106 COMMONWEAL TH \ u EL \ I @ CIRCLE LLC l \ L 24' SUP LY �\ I DB. 5141, PG. 638 / / \ \ � / �N t�{N-LINK l \ FENCE / PPLY \ 650 AiAW IL TMP61M-1-21 / \ \ SB2S,p, / THOMAS M. & PAULA DALY \ 00 / / HAUGHEY, TRUSTEES / TMP 61W-1-C-6 IRO / q� DB. 3425, PG. 126 THE29 GROUP, LLC / 18' (TYP) DB. 5448, PG. 13 9' (TYP) — / \ 5' SIDEWALK (TYP) CHAIN -LINK/ TMP 61M-1-20 24' \ XOQB, FENCE / CASTULO GAITAN / / / \ DB. 5351, PG. 65 5' SETBACK / PHASE 2 / POTENTIAL LOCATION OF GENERATOR PAD / FUTURE BUILDING BY OTHERS CESSI/ TMP61W-1-C-2 / ACBLE 26' THE 29GROUP, LLC V/ DUMPSTER DB. 5448, PG. 13 5' X TUTILITY , / / ` SANITARY CONNECTION�y l TMP61M-1-19 TRANSFORMED PROPOSED DOMESTIC WATER r — _—IRON �9S WIRE GEORGEANDERSON 26' PROPERT INE LINE AND METER �V6_ p C� FENCE EL6 J. 8,KINGSTOI 6601ADB. 1878, PG. 660336' 1 � 18"DECIRON(F) /� FIRE SERVICE ' 3SAEC sTRUCTU \ �w / CONNECTION Sq�_ — �� 8„ _ABANDONED) CHAIN -LINK ,cb� / // ` / / iV IRO (F) OO ® CLE �� SA _ ` FENCE P C�0 / // / 18 / \ ® DOGHOUSE MANHOLE SZ� ARC5a A Z Z SEASEMEN� / 8" S \ \ \ /RON(S) \ TMP 61 W-1-C-3 / / /P SO INLET W/GRATE "f10N pG. THE DB. 5448, PUG. 13 PROPERTY LINE / ( ) ` 0 5 \\\k-18"RCP FXOEP / y. P (3.0'x 3.3J \ / / TOP-47043' ENT .) / EX. 20'ACSA ENTR. INV IN 468 ( ( )— / 'G WOOD \\\ _ 8"RCP b'VVM/ SANITARY SEWER IRON (F \ \ \ \ / FHA ® BOLLARD \ MHS EASEMENT \ \ RETAINING WALL / PHASE 1 1 (Ty O \\ OUT 8'18"RCP \ ( /) (TYP.) SO CURB INLET W1 MHO ( G) �iQe=47249 DB. fiss, PG. 327 �� VIRGINIA SUPPORTIVE HOUSING / / / d PIV (3o'x33' I INV "TC(Sw) \� / IRON (F) / / / TMP61w 1-c-4 y THE 29GROUP, LLC 4 DB. 5096, PG. 510 I / / / C / I xr / 15' VEPCO EASEMENT DB. 920, PG. (APPROX/MATE L4— J 4-STORIES 80 UNITS Hl � � � I PROPOSED PROPERTY LINE 20' ACSA WATER EASEMENT no \ 9, 24' A264 ----- 2681' IRON F 30'SETBACKLINE �l O C&G J BENT() DB. 899, PG. 333 J 16 Ob 9 FOR OW 1-C-4 O 10 S 44'32' E 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT FROM SET IRON FOR VIRG/N/A ELECTRIC & POWER COMPANY DB. 284, PG. 271 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W INS FIRE SERVICE CONNECTION DOMESTIC WATER LINE AND METER SANITARY CONNECTION PHASE 3 POTENTIAL LOCATION OF FUTURE BUILDING BY OTHERS � A264 _.OHp-- 01 P 2682' — — — — — S35 20'15"W 18 16 C&G J IRON (S) Oa P.O.B. 15' VEPCO EASEMENT DB. 920, PG. 609 10' P KING (APPROXIMATE) SETBACKLINE DB. 899, PG. 333 `r ONNECTIQN TO ISTING MANHOLE IRON(F) INV. IN=4 "(SE)S \ INV. IN- 466.52' 18"RCP I INV. OUT=466. '�TC � � {� — � _ (ENTR.J� \ \ INV. OUT=466.43'18"RCP MHS 4 MHS TOP=476.07' TOP=469.54' \ \ 20'ACSAWATEREASEMENTI STRUCTURE'SURGED' INV. IN=461.24'8"PVC(SW) \ 20f INV. IN=461.24' 8"PVC (SE) / INV. IN=469.92'8"PVC MHS INV. OUT=461. 19'8"PVC INV. OUT=469.778"PVC TOP=469.62' MHD INV IN=463.82'4"PVC EXTEND INE NV IN=469. INV. IN=463.30'6"TC (S] INV. OUT=4.45' 21 "RCP I /NV. OUT=463.09' 6" TC INV OUT=469.43'21"RCP / EXISTING HYDRANT TO REMAIN I DOMESTIC WATER LINE AND METER 13 TMP 61 M-3 'AC EX. EX. 20'ACSA WATERLINE M&HREALTYSEVEN, LLC WATER-LIFi� EASEMENT DB. 4572, PG. 157 EAsEMENPROPERTY LIN-DDB. 850, PG. 368 / DB. 903, PG. 374 I I 7�oN '-`•, 5iSETB (EN �n is a! I I II A264 Wal EX 20'ACSA WATERLINE EASEMENT TMP61M-4 DB. 839, PG. 712 JAISHIV, LLC DB. 1572, PG. 543 IRON (S) �� I HC L RAMP HC I I \ —RAM ® — — — — 18"RCP---__-- SO CURB INLET W/MHD SO CURB INLET W/MHD TOP=471. I V TOP=469.38' INV. OUT=464.53' 18" RCP INV. CIL BOT=445.89' 18" RCP I � I �O�wL:NLTN Op �i Q Yf�^�ti r :uN.ITH.I%' M. SHOWALTER � Lie. No. 0402057151 03/21/2022 4 . I �1kss,N j()AL E�G` M E O O � N Vi N C >E 3 LL o w o w 0 m K Ly t M Q J U 20 Z w--,n O d>oN a C7 W wM H K 30N¢ U w w 0 oa =� Lnx =N >� z O_ xU F c N 00 N M 0� a� 00 �H 0 x c� 0 H w L w o a z 0 V, DATE 0 } 0312112022 DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE 1"=30' W U LL U� o } Q I --I O �-- Lu Lu (i--q W J Q -" J w Q m J Q Lu O U Q JOB NO. 46555 SHEET N0. C4.0 L SCALE 1"=30' 0 30' 60' HATCH LEGEND It/ / / r // ,'i _ _ \ 6p, SIDEWALK �O0 / CHAIN LINK l FENCE / TMP61W-1-C-1 III I l /:5� / I I i I I /// / / / i \ \ `\� \ / LIGHT DUTY ` LicTvo 0402057151 HOK'TERPAVE� CHALLENGER WAYLLC / I I DB. 4783, PG. 672 \ HEAVY DUTY �,A 03/2 I /2022 �4 PAVEMENT /If It I It/ I / / / / / / / It \ \ ` \ ` �/ SETBACK TMP 61M-1-22 - \ \ \ � ' (FROM BERKELELEY (F / / y \ \ \ �' \ ` �\\6. \ \ ` O8.SUBDIVISION) PG. 333 106 COMMONWEALTH E \ ` \ ` CIRCLE, LLC o 0 \` DB. 5141,PG. 638 / N� \\\� E It/ It/ `\ \ \ \ \`t \ �\ \ \ / �W >3 I/ / / / / / It/ \\ \ \ \ \ \ CHAIN -LINK / I.- V 3 FENC If / / l\ r If ¢ W Um Z l / I Wm0DJ / / / / / 1 �� _ \ ' w � - vi O l l / F4NC ?, / TMP61M-1-21 �_N< w THOMAS M. & PAULA DALY HAUGHTY, TRUSTEES . ..S v ry Z DB. 3425, PG. 126 x ¢' TMP61W-1-C-6 // - - \\ \ oT9�J ~ N > THE 29GROUP, LLC / / / I / / , / \ u $ w DB. 5448, PG. 13 / / / l / I I ' / \ \ \ �` \ / a `�^ 12"DEC 00 _J! It If\\\\\\ \ \ \ / Nam/ \ \ \ \`\\\ \ \\ \ \\ \ p If x 4B RS' / \ / / I m / \ \ \ • \ \ r \ w // WINDOW >III w ............. 9' (TYP.) / / I WELL I \ \ �@ \ \�B� x Q It �'.::.':.':.:.:._._._. 9' (TYP.) .p�0� (MOTEL) 1 LEVEL O .......:j:.'.'.' / / I \S FRAME & STUCCO BUILDING \ / , / / ' ' - ARMDl2 DATE ACCESSIBLE DUMPSTER. / / / / / qh o ' / �/ 200SERlES \ / / / ' - - _ - - - \� \ \ ' > SEE ARCHITECTS PLAN / / / / ' / .. :.::.".'.:a ': /!: / ) / / / r - - - _ - - - - _ \ \ \ \ / FOR DETAILS / / / / / 18` ...: 24' V 8 ROOM NUMBERS I / / / / / ' - - \ \` \ \ '� \ � 03/21 2022 / / / ' SiNA4 R%SERSTR� \ \ \ } DRAWN BY / // / .... q ' .. /. �w / ry. /. l / / / / / ',' _ N (S.0x33,GRAN( \ \ \ 5' SETBACK / a o / a\S / / / / / ' / / / \ \ ` \ A. MABEE TMP61W-1-C-2 / / / R5' / / / �'� >0 ,�/ / , / \ \ INV. )IZ0.83' \ 10' X 3.5' / / :: i18:: / ti' / / / ouliCEfi / (1.o'x0.8.so. U/`hgVING) \ THE 29GROUP, LLC // //� " WHEELSTOP I i 1 A DESIGNED BY / ''.':.....' ''" (lY¢.) \ INV. \ DB. 5448, PG. 13 GENERATOR PAD / / / / / / / / " / D / / n/V.=g68p1 �1 jRdP� 1, > INV. OUT=46UAF ! R • /i R5' oa / / / / / / / ^- I h �„ I 1 _ I • J. SHOWALTER F X T UTILITY / / J TRANSFORMER / / // Qi� / / / / \ _ .' -470_-J \ ,I / / • CHECKED BY -- 9 / / / �^ UNIT \ ' \ / /b / , i i \ \ \ i �� / _ - - - (EXfPSJQd Lit _ - - \ _ / �h 7 / : • J. SHOWALTER 0 /// / / --- �J / l -g .. / // / / 8' 15/'PINE L i � � \ i �- _ _ - - - - - - - � J�BIV �- � SCALE R OH NEW WATER METER ' i / 8" k ' �-- - i 1oy3 1 =20 RETAINING WALL // 0/ / SERVE BACK MOTEL�� / / :.: _ 9 5 11/ -475 _ i8 DEc / UILDING TO REMAIN .. STONE COL. P i ii ��.N 81• It It / FLUSH CURB .. ... ! \ / ��-�� i ipy /�i ' _ ! 15"DEC SA .....:.....%'.... t, _ / LSA r CIRCLE _ 10.39'1 / 9' (TYP.) ` :.',.:.::' R10.6' / /� / / = �_ / _ - - - 1ER // / / - ... ../..:. - - _ \{} ` \ / / P RGEL'X� EpgEMEN �A 2 /� / /' _a72- REM 1 &797,PG.242 / TMP 61 W-1-C-3 / / / CG-11 RAMP THE 29 GROUP, LLC /// // / // / // / :. 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I•, � � ', , r � �,. r ' • .'i �, ; : ,�, � � - ,-� � . --f , . � N I I U TMP 61 M-3 I / I I // / I �/ �// d85/ / t // / /' / 1 W \I \ \ W -1- 25,_ I I 1 _ M&HREALTYSEVEN, LLC / / \ 1 _ _ - -- - X 20'ACSA EX 20'ACSA WATERLINE DB. 4572, PG. 157 l/III l l I / c� ,vv / "ii✓ p� / 1 / WATER-L/NE EASEMENT I r' I DEC- / # b� P \ 1 / EASEMENT OB. 850, PG. 368 p I Itro // / 20' ACSA EASEMENT \ I all /I�III / / - --- / -- �'-------- / / OB. 903, PG. 374 _ _ _ CORP STOP \ NEW WATER METER TO SANITA Y SEWER CONNECTION; / I D//INLET W/GRATE 1 SERVE FRONT MOTEL ADJUST TOP �S REQUIRED TO Mf�TG�H / \\ I 1 GQ i( ® \ AND VALVE .5'x2.5J I I I I I/ I 1 1 BUILDING O REMAIN PRQPQ,9ED Dk I I I \ �Q//� / P=477.95' 1A 0/ / I 1 ,� / / \ \ l OUT=470.00' 18" RCP CONC. WALK 72.4' \ \\ \ \ \ 72s' 72.3 RELOCATED FIRE STONE COL. I\ /\ YSA I \ \ \ STONE COL. (1.5'x 1.5J HYDRANT ASSEMBLY EX 20'ACSA WATERLINE L) I LEVEL , I 1 I 1 1 I , 1 EASEMENT IMP 61M-4 \ JAISHIV, LLC FRAMEM& STUCCO UCCO BUILDING OJ5 stoop I 1 / I I I 8 I \ n I OB. 83$ PG. 712 NIC / I II,, C I ELEV=48-06' 1 I SPA I// OB. 1572, PG. 543 3 r a (GROOM NUMBERS) SERIES I / I I ��qq I D BLD S EP FIREWALL 8.2' I- // / I I / f/I' BLDS EP 1 c27 I / I V l CHIMNEY 1. M I I 1 /S/ I \ (ENTR.) JOB NO. I / \ CONC. I SCALE 1 "=20' 46555 0.8 STONE COL. 1 / SD INLET W/GRATE 0 20' 40' 1 MAST SIGN: I I I l STEPS (1.5'x 1.5) ^ I I I I �/ r D CARPET INN' I I �/ �1' ROH Zc 72.5' (TYPJ 72.3' ROH 72.4' 1 5.4 I I / / (2.5'x 2.5) SHEET NO. I I I I I / I 1 TOP=476.55' I C4.1 I I I / 71 1 1 INV. OUT=470.05' 18" RCP 0 c 5 a L / I If If W/RE FENCE OC / / 9 1101^SAT1 20' PARK/NG� IfIII III I `-� `O / SETBACKL/NE d I / / / // 114 11 9p�If C TMP61W-1-C-1 IPIIIIIl1 I /y/ / \ CHALLENGER WAY LLC OR 4783, PG. 672 1 / lilt' TMP 61M-1-23 BENJAMIN KARL & CARL Y ERI SAMS DB. 4643, PG. 602 FENCE N / \- /V \ / / 50'SETBACK LINE (FROM BERKELEY \ l l I / / / / / _ - \ \ / \ SUBDIVISION) 16 TMP 6\ / £LE / OB. 899, PG. 333 O Od 106 COMMONWEALTH \ u kg� / / \ SUP L'Y \\ ' CIRCLE, LLC \ / / 8 / / I\\\ \ \ \�'\� .� _� .` DB. 5141, PG. 638 / \ INK FENCEAdOW / tiss' A / \ SB TMP 61M-1-21 ?S,2, / THOMAS M. & PAULA DALY \ TMP61W-1-C-6 O / HAUGHEY, TRUSTEES / / -9� DB. 3425, PG. 126 THE29 GROUP, LLC , , / / / l / / / �� / � � � \ J DB. 5448, PG. 13 / , , / / BH Q / - - _ - / /% // , / \ \ B \ \ CHAIN -LINK/ l FENCE TMP 61M-1-20 / / CASTULO GAITAN I DB. 5351, PG. 65 If 5' 'SETBACK / / / // / Ph I / \I l / / ' / / / - - i _ - - ; \ \ /pp / 15 TMP 61 W-1-C-2 THE DB. 5448, PG. 13C // / // / J//////It <�\\ \ ' \\ _ _ _ _ -ip I I \ 9S. WIRE l GEORGEANDERSON 0 / EXISTING \ 125 LF OF UNDERGROUND I ' �_ — _ v \ \ FENCE ELIZA J. KINGSTOI / _ � x0 REMAIN \ 108.65' � i C� �� STORAGE PIPE o / \ _-36' W —4�5 — — — \ w ^• /R/(H)/ // l� / \ / l _ - 8°-DEe 4�$�'VIBANDONED) 1 \ \ ,� -472- - - / AN , \ \ �, / I l / i i g,.,® ® _ i 1 \ \`\ \ FENCE L/NK c0 /�/ ///// l / \ - -� i %/i 'IRO (F)_ - / / \` �� s LESS\- \ \ TMP61W-1-C-3 / // //'/ �/ / / ' - AO \\ / / //'tryy / / \ / - � \ \IRON (SJ \ THE29 GROUP, LLC / / // �// / v3' / / / b0b - \ / / % _ i 5P SD INLET W_/GRATEOEPTION DB 7 pG. S, - _ _68i \ \ \ \ \ \ DB. 5448, PG. 13 ///�///j// / ' / / \ / 7 / j'i /, \\k-18°RCP, TOP=-3.9) '"(F) 15 TOP-470.43' ENT .) EX 20'ACSA \ INV IN 468 ( %r - - / WOOD h - / \ / 8" RCP -S'VVM SANITARY SEWER IRON (F \ \ \ � ) MHS EASEMENT \ _ - �\ \ ,J I-47249' OH. 899, PG. 327 - \ gy / / , \ \ � , SD CURB INLET W/MHD ( G) INV. TC (SW) /// /// B 18" HDPE PIP. (3.0'x3.3) I _ _ \ IRON (FJ INV. 1N=4 "(SE S //R/�jy�� / / p1ti=471INV INVRCP. OUT=466. TC _ I� - _ (ENTR.)� 465— /,/// ' I \\ ♦ / / INV. OUT6466?43'18"RCP I MHS 4 MHS 9N� / :. 8" HDPE PIPE / / / / TOP=47607' TOP=469.54' \ \ INV. 1N=46124'8"PVC STRUCTURE 'SURGED' (SI'V) , - /-� / INV. lN=469.92'8"PVC MHS ( ) 20f INV. IN=461.24'8"PVC SE l / / MHD INV. OUT=469.778" PVC TOP=469 62' -9,y\ 24" YARD / DRAIN (TYP) / / y; y 15" YARD DRAIN (TYP) a / � � —I INV IN=463.82'4"PVC INV. OUT=461. 19'8"PVC S NV IN=46 P INV. 1N=463.30' 6" TC IS INV OUT6469.43'21"RCP I INV. OUT=463.09'6"TC If I I / i, yy \ \ /EX 2 R-LIN / I y WATER -LINE 6 \ 'VI,— \ EASEMENT DB. 903, PG. 374 TMP61W-1-C-4 (ljlll�,�I THE 29GROUP, LLC I /II / III 'p --- - - --- -- i - ---- -- 18"H SE PI IN \ DB. 5096, PG. 510 I`,� I % �� I I I �1 I I / f 5- SET LU II /I I 1 —y H G / ` \ eH 1 / i �4 'I M F _473 15' VEPCO EASEMENT / / , / \ �n� ^ / I / `� I - I I 2682' OB. 920, PG. 609 l I 19l - -472 - (APPROX/MATE, �l A264 BM -SPIKE �I 2681' a N / / \ - 26 2' IRON (S) %12 I 17LEV-485.03' _ UGP — — — _ _ _ — _ _480� 6/ /////�j/ :- — �,61\, II HC IRONS l�� — \ — — — — — — — — —_ —_ — _ �`—_ — — ___ / / Q / ; ". L RAI ---- --- _----_--- -- —— ---- -- —— -- --- — --- —— - — — ------ -- — _ — _RAMP fVZ= S_35 2138W + 475 _ _ S35°2 )'15"W 110.0t — — — — — — — — — — — — — — — _ _ _ _ _ _ _ — II EX. 20'ACSA WATERLINE EASEMENT DB. 850, PG. 368 EX 20'ACSA WATERLINE EASEMENT TMP61M-4 D8. 839, PG. 712 JAISHIV, LLC DB. 1572, PG. 543 -------- IT, 18"RCP 30' SETBACK LINE SD CURB INLET W/MHD IRON (F) 16 C&G g O O C&G IRON (S) SO CURB INLET W/ MHD DB. 899, PG. 333 18 16 TOP=469.38' BENT 0b 9 P.O.B. TOP=471.IV FOR OW 1-C-0 1Q 15, VEPCO EASEMENT Oa INV OUT=464 53' 18" RCP INV. C/L BOT=445.89' 18" RCP S 44'32' E 1.0' UNSPECIFIED WIDTH POLE LINE EASEMENT DB. 920, PG. 609 10, P K/NG FROM SET IRON FOR VIRGIN/A ELECTRIC & POWER COMPANY (APPROXIMATE) SETBACK LINE DB. 284, PG. 271 DB. 899, PG. 333 U.S. RTE. 29 SBL SEMINOLE TRAIL VAR. WIDTH R/W TMP 61 M-3 M&HREALTYSEVEN, LLC DB. 4572, PG. 157 SCALE V=30' 0 30' S0' �O�wL:'•LTN Op �i SHOWALTER he. No. 0402057151 03/21/2022 4 ECG` � M E O O � N Vi N C > E LU LL 0 3 I.L. w0 m,�-i L y t Mm Q J U Z w�-,n O d> a 0� 30N>< < vn J oa W = �x =N > z O_ xU F c ^ �_ 00 N i M 0Y 0- 00 �H 0 x c� 0 H w L w z 0 Vl DATE 0 } 0312112022 DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE 1"=30' Q LU a U z U<QI cl. } 0 w z 0 11111 �z U Q w Q C7 W �C wco z 1..� Q 2 V U J Q Q Ly O JOB NO. 46555 SHEET NO. C5.0 0 m 0 3 c D 00 o X O �Z 00 o 2 c E w a c m L D O x3 w O Z 0 m O 22 0, o �0 o .3 nm > 2 Y J N m o m h 12 m c d `o E m 06 a c �c 10 :2 0 o 2 � o �15 m a c m m 0 A 0 nE c E F_ L �480� CHAIN -LINK / FENCE TMP 61W-1-C-1 / I I I I l I CHALLENGER WAYLLC / I I I I I I I/, _ ` \ \� _ _ _ \ \ / :US.1T11 M.SHOWALTER DB. 4783, PG. 672 / III I I I I //i /' / /� \ \\" - ` - \ ` \ �\ / / Lic, No. 0401-057151 03/21/2022 kAr i CJ,NAI-E 50'SETBACKL/NE TMP 61M-1-22 / (FROM BERKELEY SUBDIVISION) 106 COMMONWEALTH / E DB. 899, PG. 333 CIRCLE, LLC o DB. 5141, PG. 638 / N CHAIN -LINK / Q V 1 3 FENC Q W U on Z l / I WIDOD // / / \ �� i' w„Jy-vi O l / I FFNCEI ZF i� ?, / TMP61M-1-21 ��N< w \24" \ ^ \ THOMAS M. & PAULA DALY oQ 0 HAUGHEY, TRUSTEES Ln. x v ry Z \ \ /j DB. 3425, PG. 126 x O ¢' O TMP61W-1-C-6 / / / /0.6 \ `\ \ , , ` \ \ OJ�C o 7n THE 29GROUP, LLC / / / / / \ \ \ J N > DB. 5448, PG. 13 / / / l / 12"DEC 0 483.44' 483.18' O / I I I / qON (F) 483 WINDOW \ \ \ \ \ - _ I \ ^ 119 > w 482.60 / J / / / / Lu WELL \ /1 \I \ \. \ p _ _ - - - - \ i \ \ U aB1.ss' l / )�/ (MOTEL 1LEVEL l ' �'��' - Rac -475\` /�' \\ \ O FRAME & STUCCO BUILDING -ARn4aR _- _ \\ \ / \ ,n DATE Wh 0 0 ' / 200 SERIES \ / / - - - - - - _ l l l I l I 482 // 8" ROOM NUMBERS) / / / / / ' i /, _ _ _ _ _ _ , \ ^ \ ^ \ \ \ \ \ \ 0312112022 O // // �(30x3. GAAiE( \ \ \ } DRAWN BY 5' SETBACK �0, // / / / Da aay o / ti /a� / / // / / / / / / / /' / oP=47296' A. MABEE TMP 61 W-1-C-2 / / / / / / o" e hT/ / / / / / Z \ THE 29 GROUP, LLC /// // / 481.50' / / �� ^�N / / , / �OU7ILE%/ / , i q \ 1\ DESIGNED BY / / 481.65' / / 5 INV=168/71' l "ROP 1 _ (1.0'x 0.8.S4. 0 CNMIG% \ DB. 5448, PG. 13 / / / / / / D / r INV. OUT=466.49' R / / . \ / / / /� \ \ i > INV.=468.36\f0"O�FIC I \ 1 • 481.85' 481.08' Cb 0 J I \ J I 1 • J. SHOWALTER -470- --I _ � / / CHECKED BY 12"NYLOPL.A'S�///'/ �� \ / ^ \ \ -/- // \ 8q / HVAC 2 / O I � \ -,� - / / / A 4 / A� / ii \ \ - / / / a6taB' / / q8? a UNIT / \ ' \ / / /� / _ _ _ EXCEPJc� w _ - - - _ J�h � J. SHOWALTER 481.4/1'\ 4E /35I./..P_INE_ - - -�- - - = / ••SCALE _ 480 D ROH 748" - 1e_20' 5 / 481.03' / 0^ / 4j9 11r l�E / `' '/ \\ S - - p - -475-18"D_EC • _ 18"&EC- - - - - - EX GND O' / �i'i' 5i '�� - - - - - - - - - - Af ST // / I ° l 1. / ROH /' _472- .27''pp.�EC// ��'7 15"DEC - ® �� SSA ' �i IRON F FFE=481.76' �A'_ - - - ® IER CIRCLE / PR RCE�'Xl EASEMENT �A1 9 _ 2 / � . /' - _a72- 50• ACCESS / 10 �/''l /i'ii'�1 \�\ �S'' O PJ(CEPTION 1&797,PG.242 / TMP61W-1-C-3 / 477 \ ' - ' I / �� 1' THE29GROUP, LLC /// j// /// L �' jr - j - - - SD INLET W/GRATE _ S, 7 DB. 5448, PG. 13 i8" RCP TOP- 3.3) _ , , _ / IRON (F) L TOP=470/13" - Q INV-IN=468.60'12"CMP IS) _ , / 6"x 6" \\ _ INV. 1N=467.66' 18"RCP N, SWM - ' ' ^ (ENTR.) WOOD .\ \' INV.OUT=467.28' 18" / ^ �11 \ ,\� / @ �y'i /` / BOLLARD Lu J \ TOP=47249' /' `� / ® (TYP.)i' \\ IINVSlN=466.19'6 LLJ CONVERT ING ,� \ SO CURB INLET W/MHD(SAG) VJ Lu 0 RATS ANHOLE (3.0'x 3.3) INV. IN=466.67'6 C 16 \ TOP SET TO , IRON (F) TOP=471.72' IINV OUT=466.29 / / / / /477. / A / \ \ / / / POSED GRADE / INV. 1N=466.52' 18" RCP Q GND / �mf // /. / / / / 475.70' I / _ / TC / ' 0.1ti I INV. OUT=466.43' 18"RCP z L* 4 2 82' ( 1 ~ 477.40" / �C X / \ , / SD INLET W/GRATE v �G/L 477.36' ? Q / J / 5P ' INLETiW/GRATE (2.5'x2.5) (1.HS 7'x 1.7J �OP=476. Q L.f_ // / OP- 74.53' "SET ON T/M ERS i TOP=471.88' INV IN= 6 0 l OUT=4.28'21"RCP INV. 1N=4 } '� // \ \ I 475.45' // ry - /I /NV. OUT=469.28'21"RCP INV OUT=47 .67'12"CMP INV. OUT= \477.52- 106-/ // 473.11' / / / I H� O bj / / / // I HD 0 FF=481.76' / / / \ Y I / TOP=4754>' I LLJ Q .52' / 12" NYLOPLgST 0 / , /�/ / I '/ INV. 1N=469.45'21"RCP J FFE=481.76' / BASIN I 480.90' 1/ '\jv / INV. OUT=469.43'21"RCP < 79.23' 0/ / I w Z I 0'] 110 / �'� D LE W/GRATE 112 qN l S /�� j �i I I pw (� 75) I Q - - _ - i4 .35 - - _ - _ ( / / " -L by \ IN /N=46¢.63' 18" RCP (SW) 1N=46 .58' 18" RCP (SE) /q I /! / I/- -/ - 480.63' 1 - - 376.lr / / N J I I \ \ / Ili . UT 10.00'21'RCP Il I#EN�� II // / / 482�d'/ 481 480 479 478 477 II II I `/ I / 2 1 \ / / _ J TMP 61 M-3 I < Lu IllI IIlI l b0 a� $EX 20'ACSA WATERLINE M&H REALTY SEVEN, LLC r' I III I I ll l / / `r 483 ' ��/ p 1 / WA ER-L NE EASEMENT I OB. 4572, PG. 157 -� / / OR 850, PG. 368 2 I / I I / 484 b. ,P \ 1 / \ / EASEMENT 61 I gj/II / /' / _ '/----L.-----_ _- - - / / OB. 903, PG. 374 0 -7`,L / O / --- p _----�--_----- SANITA Y SEWER CONNECTI9N; / \ I \ \ D//INLETW/GRATE ADJUST TOP �S REQUIRED TO MfI.TG\H PROPOSED AD I I I \ aQ-//P=477.95' OUT=470.00'18"RCP I CONC. WALK 72.4' iSA \ \ \ \ \ III / I / I 1 I 725' 723' - \ STONE COL. (170XE 1.5 f L. (1.5'x 1.5J �, m i -1- �` I \ I I I EX 20'ACSA WATERLINE EMENT (MOTEL) 1 LEVEL 0,75' 11 1 1 I I 1\ I ' I DBS839, PG. 712 IMP 61M-4 FRAME & STUCCO BUILDING STOOP I / I I 8 \ JAISHIV, LLC 80SPA OB. 1572, PG. 543 $� / Y (OFFICE & 100 SERIES ELE-4- I a ROOM NUMBERS) I BLD S EP FIREWALL- / BLD S EP 12 c7 I I 16p{ I I \I C\ CHIMNEY 1. m I I I `WisJ I 1 (ENTR.) JOB NO. CONC. N p,� 5 I i I I/ �g)g\ I SCALE 1"=20' \ 1f 46555 l 1 n 0.8 \ STEPS p STONECOL. I I I I ) / �/ r SD/NLETW/GRATE 0 20' 40' I MAST SIGN: 1 I I I oa bb (1.5'x 1.5) 5.4 SHEET NO. D CARPET INN' I I I / v ROH yG 72.5' (TYP.) 72.3' ROH 72.4' 1 I I / / (2.5' x 2.5) I I I I I J I 1 TOP=476.55' I C5.1 INV. OUT=470.05' 18" RCP 0 c a c 0 m 0 3 c D 00 oX C7 EZ 00 o 2 c E w a c N L OD c X w L7 3 Z 0 m O 22 0 a, o �3 a Y N m o m h m = d `o E �M 06 a c �c 10 :2 0 0.2 m a c m m 0 m o no L F E L O�wLxLTN :u,.1TK M. SHOWALTER m c. No. 0402057151 T Li 03/21/2022 4 490 0 C1' 490 �ss�L),VAI ��Gt M E O O N V N Q > E w ° E Q LL 3 W w om L y t M J U O Z � d C) a C7 W wM K H U ?i O N Q w W Q =U>� O_ F c ^ �_ N > � M � C O W � H O 2 c� 0 O x 0 w w w 2 Q U o z O �n DATE CO 03 0312112022 0 -0+50 0+00 1+00 2+00 2+50 } DRAWN BY STR 106 - STR 122 A. MABEE HORIZ SCALE: 1"=50' DESIGNED BY VERT SCALE: 1 "=5 • J. SHOWALTER 1O • CHECKED BY • J. SHOWALTER SCALE 1"=30' LO m o 0 0 O 0 50 PROFILE SCALE • O O M • co WugO ` �O M ON Cm U _ C]�tzZ0 '�N °DM O O co n a�rn�or oH0»> mc°io°^o�F N00 Or, �(nHZZZ = + =�+�Ov t �Z O Z_ Z_ =O 6FD» aQa» > �U) Z Z N O U Z Z Z m � � m m l0 R O O O O O O 2 M O 2 O O 2 2 M U .... 2 p V U U ce)v ULo U co Cl)CO V CO O n CO IT �M CN �' Lo CN p C(O O t%/ u7 _ .N OO yyN N c •w . W n ,NON(0 n •NO r •co 00 (r0 .NONr BOO mOO(00 O V mN7N V cc 00 N�C.4 mQ10 (^O � m emu» J LU rnoo vor� 0 +LO mrn��F ma00 F ��°D� = + 0 ( J ?corner n 04 O vZ O It ��vz vZ O v0 `J H +�O LL e,i~OZ Z Z d6o 0> > NFO> O> 4i�O> O> m~Oz z °D�0> 2pl,a V �(nH_ _ _ �rnFZ Z �In0Z Z �rnHZ Z �U) _ �U) Z O v z z 0 490 490 g � o » > I --I 0' 485 U) ~ z 485 �-/ d > LU w z Q 1--1 O w J W a 0 / w O LL m 2 U n ow Q �Li I 12 0 9+50 10+00 11+00 11+50 DITCH STRM HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 STR 1022+0STR 118 13+00 14+00 14+50 - HORIZ SCALE: 1"=50' JOB NO. VERT SCALE: 1 "=5 46555 SHEET NO. C5.2 CC) 480 480 i / 142: 18" Basin -Circular Grate / STA 10+36.28 TOP 475.82 INV OUT 472. 8 (141) 475 475 141 470 OF 470 1� 3 ODo�o 465 465 c rn f0 � m O H � a0 485 L O O > 485 m Cl) O N N � ZZ� p0 � 0 > > > 480 � � 480 475 475 1 1 1' O F 195. fi' VC p0% � 470 470 465 465 460 460 o P M (p 7 7 7 7 485 485 I, /f i 480 480 r � � 117 5213' OF 475 115 �� VC 475 83' OF 5 g' P VC 2.00°k 111 268PVC 4g VC ° 1 107 4,L6�'OF �200 /0 I 3.07' OF 6 � 2 p0 470 05 g" PVC pp% 470 103 60 9 RCP (� 1.14 0 42.47' OF 12 ob g 00 18�' RCP @ (q�1.79/0 465 465 L I f I III II I / /, / II III r/ , � ��♦ - YI�I / �-41P4v* \ If i ft/imm� A / / / RAP DA-A: PRE -DEVELOPED DRAINAGE AREA TO EXISTING POND TOTAL DA: 3.34 AC.— /�ii/�/ IMPV AREA: 2.39 AC. CN: 87 DA-B: PRE -DEVELOPED _ �\ UNROUTED DRAINAGE AREA- — — �f//p/ TOTAL DA: 0.33 AC. IMPV AREA: 0.01 AC CN: 62 /rr / POINT OF ANALYSIS '- 111 W- i= 'L�_ N / / 6 / 18 RCP — PRE -DEVELOPED SCALE 1"=60' 0 60' 120' k \\ 1 ♦ \ / / 'DA TO UGD TOTAL / I,I \` \\ \\ ? \ / DA: 2.26 AC. / q�J\ PHASE 2 IMPV AREA: 1.61 �\ CN:83 / P( TE TIAL LOCATION OF / FUTUR BUILDING BY OTHERS OHM"E1 y r.rIs— 1"" /'2„ 18"RCP _ G IRGINIA)SUPPORTIVE H0 4-8TORIES / .; i / 0 UNITS POINT OF ANALYSIS —DA-B: POST DEVELOPED_ J BYPASS AREA 1 ��\� II II IV/ TOTAL DA: 1.42 AC. I \ IMPV AREA: 0.78 AC. :K Cry: 81 PHASE 3 . II I,." II I J'Y ,� AE 9-HENTAL _0CATJQ) TURF BUILDING BY dTA R / II —_ - - - —_ — — r - - - — — 18" RCP — POST -DEVELOPED SCALE 1 "=60' 0 60' 120' WATER QUANTITY CALCULATIONS: CHANNEL PROTECTION (ENERGY BALANCE): QPOST-DEV TOTAL 5 0,8 * (QPRE-DEV ON -SITE * RVPRE-DEV) / RVPOST-DEV 4.54 CFS <_ 0.8 ' (6.81 CFS " 0.464 AC/FT) 10.457 AC/FT OK 4.54 CFS <_ 5.13 CFS FLOOD PROTECTION: POST -DEVELOPED Qto <_ PRE -DEVELOPED Qto OK 14.12 CFS (POST -DEVELOPED Qto) <_ 14.76 CFS (PRE -DEVELOPED Qio) STORMWATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): ANTICIPATED DISTURBED AREA: 3.68 ACRES PRE -DEVELOPED LAND COVER: B SOILS: 1.28 AC TURF 2.40 AC IMPERVIOUS POST -DEVELOPED LAND COVER: B SOILS: 1.29 AC. TURF 2.39 AC. IMPERVIOUS PROJECTED TOTAL REQUIRED REMOVAL: 1.14 LB/YEAR CREDITS WILL BE ACHIEVED THROUGH THE PURCHASE OF OFFSITE CREDITS. O';�wLxLTN Op 0 r SHOWALTER Lic. No. 0402057151 03/21/2022 4 ONAL ECG` M E O � O N Vi N C > E W E LIJ U. � 3 oW o WO�� ui t M Q J U soz w J —vi O LJ W 'co) d v� H u : O N x ! J LL W oa =U>O � _ F c ,n 00 N > M 0Y 00 0 c� 0 H 0 w L w a z 0 ,n DATE 0312112022 0 DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY • J. SHOWALTER SCALE 1"=60' Lu • z Q LU (n J < U z Q� U > L �LrJ� cl�} V W z Q =) z LLJQ O G W Q 2: w w m J Q Q 2 G U o Q 0 0 J Lu LL O JOB N0. 46555 SHEET NO. C6.0 0 a L li"nl I / II�II \ ♦ / \ /// // / °Bs < \ 41� AIIIII, /lli4' 4W* %/ /cps DA-A: PRE -DEVELOP D INAGE AREA TO EXISTING Dry TOTAL DA: 3.34 AC. IMPV AREA: 2.39 AC. o CN: 87 GM _ x' DA-B: PRE -DEVELOPED //�1 UNROUTED DRAINAGE AREA TOTAL DA: 0.17 AC. IMPV AREA: 0.01 AC CN: 63 3 / I /j�/��% _ 0 2'R' r' � �' � POINT OF ANALYSIS /.It G I I -- - - i 72.5' 72.3' JlI/l/ v I 8 iv I R11 c 1 u NONE, N3 A' j I c, \ � I -d7 I 18 RCP PRE -DEVELOPED CONDITIONS 1"=60' III"m I / I I \ \ /dry R DA-A: POST -DEVELOPED DRAINAGE / / 12 18"RCP' AREA TO EXISTING POND TOTAL DA: 3.45 AC. ' \ IMPV AREA: 1.72 CN:79 ^P L \ Pry I iih/ f'��I�ulory /itI/l - 72.5' 72.3' ^// v 8.2' 1 72.5' 72.3' 72.4= P I 5.< t HP _ - - _ 08 POST -DEVELOPED CONDITIONS 1"=60' I I I POINT OF ANALY IS DA-B: POST -DEVELOPED UNROUTED DRAINAGE AREA TOTAL DA: 0.17 AC. IMPV AREA: 0.01 AC CN:63 I 18 RCP - WATER QUANTITY CALCULATIONS: CCHANNEL PROTECTION (ENERGY BALANCE): POST-DEV TOTAL :5 0-8 * (QPRE-DEV ON -SITE * RVPRE-DEV) / RVPOST-DEV 4.82 CFS <_ 0.8 - (6.77 CFS " 0.459 AC/FT) / 0.321 AC/FT OK 4.82 CFS <_ 7.74 CFS FLOOD PROTECTION: POST -DEVELOPED Qio <_ PRE -DEVELOPED Q10 OK 12.75 CFS (POST -DEVELOPED QIo) <_ 14.46 CFS (PRE -DEVELOPED Qio) STORMWATER QUALITY CALCULATIONS: SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR REDEVELOPMENT (SEE CALC. BOOK): DISTURBED AREA: 1.75 ACRES PRE -DEVELOPMENT LAND COVER: B SOILS: 0.28 AC TURF 1.47 AC IMPERVIOUS POST -DEVELOPMENT LAND COVER: B SOILS: 0.95 AC TURF 0.80 AC IMPERVIOUS REQUIRED REMOVAL: NO REMOVAL REQUIRED O�wL:NLTN Op Q Yf�^�ti r 1TK%%A SHOWALTER Lic. No. 0402057 15 1 03/21/2022 4 . IV ssIONALECG` M E O O � N Vi N C > E ° E w 3 LL 4 o w o w 0 m L t M Q J U m Z W-v , O d L a (� W H 0� 3 0 N x U n J LL W Lnx =N >� z O_ xU F c N 00 N i � M � 00 O x c� 0 0 w W Q Z O DATE ,n 0312112022 0 DRAWN BY A. MABEE • DESIGNED BY • J. SHOWALTER • CHECKED BY J. SHOWALTER • SCALE 1"=60' •F7 • J 0 W U w Lu V U/ > z cl} Q w z 1- 4 O cLJLLJ W LI.J ¢ Q LLJ J < I 0 U un W JOB NO. 46555 SHEET NO. C6.1 0 c a .J c L