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WPO202100059 Plan - VSMP 2021-10-25
LT CROZET SELF STORAGE C TTC r%ATA . TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL PARCEL AREA: 2.56 ACRES (PARCELS 5600-32 AND 5600-32AO COMBINED) LIMITS OF DISTURBANCE: 2.05 ACRES ZONING: HIGHWAY COMMERCIAL (HC) MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY JENNING STEPHENSON P.C. DATED 1/29/21. VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: PUBLIC WATER AND PRIVATE SEWER DRAINAGE DISTRICT: STOCKTON CREEK SUPPLY WATERSHED ZONING SITE REQUIREMENTS: USE CURRENT: COMMERCIAL BUSINESSES PROPOSED: 90,000 SF 3-STORY SELF -STORAGE BUILDING SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE) SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE) BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: INDUSTRIAL USE: 1 SPACE PER EMPLOYEE + 1 SPACE / 500 SF OPEN TO PUBLIC (1 SPACE X 2 EMPLOYEES) + ((1 SPACE/500 SF) X (6000 SF)) = 14 SPACES TOTAL PARKING REQUIRED: 14 SPACES PARKING PROVIDED: 14 SPACES (2 ADA VAN SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.45 ACRES PROPOSED IMPERVIOUS AREA: 1.01 ACRES NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. ZONING NOTES 1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP APPLICATION. VEHICLE TRIP GENERATION LAND USE ME CODE AMOUNT UNITS WEEKDAY A AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL Proposed Development Min, Warehouse 151 90,000 SF 136 5 4 9 / 8 15 TML M 5 4 9 1 7 8 1S WPO PLAN ALBEMARLE COUNTY, VIRGINIA OCTOBER 25, 2021 VICINITY MAP SCALE 111:1000' OWNER: YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 DEVELOPER: MERCHANTS RETAIL PARTNERS, LLC 2801 HIGHWAY 280 SOUTH, SUITE 345 BIRMINGHAM, AL 35223 CONTACT: ANDREW LEWIS PHONE: 205-329-3934 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL - PHASE I C3.3 EROSION AND SEDIMENT CONTROL - PHASE II C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C6.0 STORMWATER DRAINAGE AREA MAP C6.1 STORMWATER MANAGEMENT PLAN C6.2 STORMWATER MANAGEMENT DETAILS C6.3 STORMWATER MANAGEMENT CALCULATIONS C7.0 STORM PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 18 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE CLINT W. 7: S FFLET >� Lic. N �IJRO 49 10-25-2021 Ah.11 N z 0 f f Z O a U U LU w Z O LU w ry H DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU < a Oz (7 U) > J LU LU 0 i OLU � a LU LU Ncc w J 0 Q U IOB NO. 48757 SHEET NO. C0.0 co L LEGEND ROADS mSTORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER BENCH MARK CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1Q PARKING COUNT SEWER �S------ EXISTING SANITARY SEWER WATER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TIN = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development `I Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS POWER TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BEACH IEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. VDOT A-3 CONCRETE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB, 6" MIN. DEPTH VDOT STANDARD CG-2 CURB T 6" MIN. J_ PAN CONC CURB AND GUTTER CLASS 3A, (Pc=3,000 PSI) CONCRETE 6„ ° 7„ \. a° a ° i� 6" 2'-0" - CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER ^" ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A "TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) ------------- DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION No Scale LT CLINT W. S FFLET >� ti • Lie. N 54380 4� 10-25-2021 ^� E 0 o N � N C > E w v E w w 3 LL t 3 LL O W 0 N ^i d W L Q�_j Voo 00 J - uj M rn d � N (� W Ul � 3: Q X 9 it LL C.0 =v U-) _ N =v>� F ¢ . c EO1 N 00 W M a� am O ce 0 N Z O E E Z O a_ U V U) W 0 Z O N w w Q DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU r V < a J H 00Q > LU LL } 0 J o 0 W U Z U) w Q N Lu Q � z U JOB NO. 48757 SHEET NO. C1.0 L OF? FEE DETAIL A GENERAL L METHOD HEIGHT HT�OFF COVER RANGE NOTEUSED N THE STANDARD PCE1 TABLES �ULESSN THE OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF OULVDRT TO FNSIED GRADE 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOL. CIRCULAR PIPE 1. D • OUTSIDE DOUBTER OF PPE. 2. G - INSIDE DIAMETER OF PPE. 3. X - WIDTH OF CLASS I BACIffLL WITER& BEYOND THE EXTREMITYOF THE PPE. X - 12: WHERE , S LESS TNAM JB". X . 16" WHERE tl IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY SE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULARFFOUNDATION ,BATON TYPESE FOR ROUTINE ENTRANCEEP� (EX�Tlp ASTIC PIPE) 30AL� LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LEM. S. BEDDING MATER& AND CLASS 1ACCKFLL MATEPoIL MAY BE ELIMINATED FOR SHOULDER SLOT INLET 0-131 OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE L S1 . IXRSDE SPAR DLENBON OF PPE. 2. S2 • WIDE SPAR! DIMENSION OF PPE. 3. R - OUTSIDE RISE DIMENSION OF PPE. 4. X - WIDTH OF CLASS IBICI(FLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. R - 12" WHERE S2 IS LEM THIN 36". % - 18" WHERE SHE A IS 38" D GREATER 5. WHERE OFECTED BY TIE WINEER. BEDDING MATESIAL WY BE ELNINAMD FOR NORMUL EARTH FOUOATONS INTER ROUTE ENTRANCE PPE WHERE S2 IS SW' OR LEM AND HEAD OF COVER IS' OR LESS. 6. REGULAR BACgll MATERIAL MAY SE USED IN LIEU of GLASS I BACNRL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE WE WHERE S2 S W" OR LESS AND HEIGHT OF COVER 15' ON LESS. PIPE ARCH 1. S - SPAR DIMENSION OF PPE. 2. R - RM DI ENSON OF PIPE. 3. B - SEE PI TABLE FOR APPLICABLE PIPE MATERIAL 4. n - WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. • W' WHERE S2 IS LESS THIN 36". n U" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS M.L M LESS AND HEIGHT OF COVER 15.OR LESS. 6. REGULAR BACKFILL MATEPoIL MAY BE USED IN LIEU OF CLASS I BMUffLL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTE ENTRANCE PPE WHERE S S 35" OR LESS AND HEIGHT OF COVER 15' OR LESS REFERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAR AN`BRID�TAIDARDS Sot GENERAL NOTES RFVISION DATE SHEET].100 W 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION q PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL-i TOP OF FILL TOP OF FILL MIN. 1110 D NRiEflIA 1' 0 OJ NATEAIAI MIN. l/10 OU NORMAL EARTH FOUNDATION %" PER 1'OF H M. 6••, uA%.z4•' ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE EMBANKMENT NOTES( SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN RAND BMff02 MATERIAL ANCE GLAND t FOR GENERA NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE WITH SECTION 302 OF THE ROAD AND BRIDGE. BRIDGE WIT"REGUSE O BRIDGE WITH SECTION 302 OF THE ROM AND BRIDGE TES AN STORM SEWERS GENERA NOTES AL NOTES sPEclncxnoxs. GN SHEET IOT.00. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL IN I ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 6 MINIMMASTICUM CLASS 2 BACKFILL MATERIAL PLACED DIRECTLY 6" SS OVER PIPE AND 6" REGULAR BACKFILL MATERIAL. AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE OR 12' OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. HL ALIILLIN� Y. sEC110X CAST EON U/F 9ECTBON SIFFL VL7C]T I SPECIFICATION �R'-]• NOTES ROAD AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE IICIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 LUGS I1 BE L 2y,, % 2yI" n U/W' GATT WITH 1. DEPTH OF NET fXI TO BE SHOWN ON SHEET 1 OF 4 REVISION DATE L,q q'-4• LONG PLANS. PORT DEPTH OEATES THIN 1DI' 115E 303 B T- STANDARD OH1A 10) 01 37/19 VIRGINIA DEPARTMENT OF TRANSPORTATION A MADE LE 1✓BS n I CART STEEL BL DOH I STFEEL N ± 3 LM I IJ.6 LBs IMli NCLUDING B 2. THE "H" DIMENSION SHOWN ON THE 15-1 STANDARDS ND SPEARED ON THE PLANS AWELDED THE OUTFA'ELOUWE TOOTHE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE .� TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE IPLACING FNUTMN5HIN0 AANND ALLL MATERIALS NCIDENTA INCLUDED TO THE SHAPING S TO BE IN THE BD PRICE FOR THE 4/i' x S /i' X 4" LUGS L 12" 9 CO D SHEAR F SEE CETOL A SECTION B-B COLLAR DETAIL I/, MIN RNSEO LETTERING STRUCTURE. 4. M THE EVENT THE INVERT OF THE OUTFALL PIPE 15 HIGHER THAN THE BOTTOM STRUCTURE THE SSHALLNB TIE AVERT WI THE METMOSHALL BE NDED WITH CEMENT MORTAR TO WATERPREVENT STAKING OR POND OS OF WATER HI THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MS To BE NCDEMA IN INLET SHARING IS iT B: STRUCTURE. N THE BID PRICE FOR THE sTRUCTIME. 5, STEPS ARE TO BE PROVIDED WHEN N S {--O' OR GREATER. FOR DETAILS SEE STANDARD ST-1. �• �y " �•� %' G DUMP NO WASTE BRANS TO WATERWAY$ DETAIL B 5. THIS ITEM MAY BE PRECAST OR VLSI U -HARDWARE }_3„ 1 SEE DETNL J. %4 % B" SAgOTI DOWELS AT APPROXIMPLACED ATELYOLDBE J'E I AREAS ENT _4" DEPTH MDR. TO ABUTTING CONCRETE TO PREVENT WES'WQ136 (fDTH EU OF DOWELS A 2SETI%Y NOTCH MENT. IN IAY BE PROVIDED. TRANSITION BETWEEN 1 SEE STANDARD T-DI-3,4 FOR WE DIAMETERS WHEN -3" DAMETER EB ALTERNATE DESIGN. DEFERENT WES OF PPES ARE ENCOUNTERED. SEE NOTE S. 3" DIAMETER WEEP HOLE W� I MASTIC HARDWIRE CLOTH WN2" 24" 'r OR GALVANIZED STEEL LOW.NE/I R 4MMUM WIRE DOS",HORED IRMESH ME HARDWARE CLOTH ARECL FIRMLY Ill STRUCTURE. TO THE OF TIE STRUCTURE. OFTHEUCTUR ���� �������� PLACE 9. CAST IN PLAICE CONCRETE IS TO BE N APING OF MANHOLE AND INLET AVERTS IN NUANCE WITH 1 CLASS AT (WOO PI PRECAST THIS DRMNC IS TO APPLY TO THOSE STRUCTURES SPECIFIED - CONCRETE IS TO BE 4000 PS. ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVEST OF STRUCTURE. SECTION A -A _f1_LL1tfILLL + 3Vi}; 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER OR DROP INLET IS TO BE FORMED AND CONSTRUCTED SEE DETAL B CONCRETE QUANTITIES FOR MIN. DEPTH TI4 IT MAY BE SUBSTITUTED FOR THE CAST EOM MANHOLE IN ACCORONNCE WITH APPLICABLE STANDARD OR SPECIAL DRAM LUGS AS SHOWN HEREON. THE INVERT SOUPING AS DETAILED HEREON IS TO CONSIST OF 12" CONCRETE PIPE - L440 CU. M. CONCRETE 15" CONCRETE PIPE - E52S M. YD. 1'/�' I III" IPPRO)NATE WSW CAST EON GRATE W3 2 1S LM 'I. DUMP NO WASTE DRANS TO WATERWAY LETTERING IS REQUIRED ON ALL DH1 AGRTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS N C CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE DIAMETER AND CONSIST OF STONE, BROKEN BICN SW PP 18" CONCRETE E - LIMO CU. M. M 1- - GRATES LOCATION OF LETTERING MAY UP TO 4"IN BROKEN CONCRETE OR BROWN! CONCRETE BLOCK. THE SUXEAS 24" CONCRETE PIPE - LSfl CU. M. CONCETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. SHALL BE LEFT SMOOTH BY MEANS OF TWO TROWELlNO. NON CU M PER OF THE COARSE AGGREGATE SHALL REMAIN IMPOSED. - SLOPE TO DIMIIN PPE TO INVEST SECTION A -A METHOD OF TREATMENT IN DROP INLETS 2= FOOT OFDEPTH.GRATE DETAIL I , I DETNLS OF INVERT SHAPING AS SHOWN HEREON ME FOR BINDLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET S TO BE SHAPED - •• `NLJOT SPEC6ICATION INDIVIDUALLY TO BEST FT THE PARTIODLM INLET AD OUTLET STANDARD DROP INLET REFERENCE CONFIGURA MN AD ROW NEs SECTION B-B ROAD IMD BRIDGE STANDARDS PLAN SLEET 1 OF T REVBax RITE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10' 233 METHOD OF TREATMENT IN MANHOLES D4.0 VPQU DEPARTMENT OF iRANSPORTAI/DN 3oz O-3A 3B.3C EXPANSION WyY XVDC3T STANDARD METHOD OF SHAPING 9PECPIC,XT REFERFND ExPARS10x JOINT ' L S-O• FRNHEE6 LOVER }LET BALK OF SEEWAK J�'7 SEE STANDARD D-2. l L`•-IILI BARS 0 JOINT 'J��MRDPT q x W �ISN MANHOLE & INLET INVERTS $IIEEART 1 a RE GATE IJ 1 BARS G I 4• 2'•� GGG��I m� TER GU TER 1mnR VIRCNA DEPARTMENT OF TRANSPORTATION 302 �C BW�W�f�w%---------------------------- PLAN SECTION A -A 10' MAX, NEYlD COAST. JOINT MA%. 20' WARPED GUTTER �B S APPROACH A GUTTER INS ug B S G ED BNtG F BARS E WW P HOLER EwEEP HOLEFRONT ELEVATION DA2$ F1.. Bm,B - GUTTER REMOVED) S-0• %j' s%'/ BENT*KATE SECTION B-B TYPEA NOSE OETNL SXALL Bf USED WITX LG-3 M CG-) STINDAR05 LG ANIZI:D A - TYPE B NOSE DETAIL SHALL BE USED WITH N-2 B CG-6 STADAR05 TYPE A TYPE B %' X 4' STUD SHEAR COEECTOR WELDED GKVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF W-30' TO ANGLE NIXN AT TC-C. CONNECTORS AND IS TO BE ANCHORED WWN Vz" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2 PR.PANEMENT 01-3A 1 D-38 L D-3C ,L T'.': WARPED PAVEMENT I I I T I FLOW FLOW FLOW .;'•� 1 I I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR ME IN SAS WITHOUT GUTTER BOTH BIDES TO BE SYMMETRICAL ROAD AND �D�TNOAROS SPECFICATDN STANDARD CURB DROP INLET REFERENCE SHEET I OF 2 REVOION DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' z33 104.09 Da /1D VIRGINIA DEPARTMENT OF TRANSPORTATION SD2 BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONIC. FOOTING EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIUALEN" 3" CONCRETE COLLAR RUSHED STONE BEDDING 6"DI CLEANOUT PLUG AT EB OF LINE CLEANOUT DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" u (TYP ) F� 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2' 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL I 4 al A CURB TRANSITION DETAIL No Scale 7 1 EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2„ ` 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION SIGN AND POST DETAIL SIGN STD. U POST GALVANIZED IN. RESERVED ESEWED PARKING I I PAW(WG I I'.1111I - I■I II'.1I111 . REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS TVAN 6'-8" MIN. ACCESSBLE F-8" MIN. ABOVE ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) �1 0 PER VDOT HANDICAP SIGN LOCATION (VAN) t , ■ J 8' 1 5' 1 8' 1 8' 1 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS 1.5'1 BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale 1 CONCRETE BUMPER BLOCK AS NOTED ON C4.0 & C4.1 `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 9' REGULAR SPACE LENGTH ANCHOR WITH 5/8' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale pLTH ON Opo,, CLINT W. S FFLET >� Lie. IV 51380 4C 10-25-2021 �IS i;S10 AL �G49 z O a_ U) LU W z O W LU W w Q DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A ui PLAN SECTION A -A 10' MAX, NEYlD COAST. JOINT MA%. 20' WARPED GUTTER �B S APPROACH A GUTTER INS ug B S G ED BNtG F BARS E WW P HOLER EwEEP HOLEFRONT ELEVATION DA2$ F1.. Bm,B - GUTTER REMOVED) S-0• %j' s%'/ BENT*KATE SECTION B-B TYPEA NOSE OETNL SXALL Bf USED WITX LG-3 M CG-) STINDAR05 LG ANIZI:D A - TYPE B NOSE DETAIL SHALL BE USED WITH N-2 B CG-6 STADAR05 TYPE A TYPE B %' X 4' STUD SHEAR COEECTOR WELDED GKVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF W-30' TO ANGLE NIXN AT TC-C. CONNECTORS AND IS TO BE ANCHORED WWN Vz" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2 PR.PANEMENT 01-3A 1 D-38 L D-3C ,L T'.': WARPED PAVEMENT I I I T I FLOW FLOW FLOW .;'•� 1 I I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR ME IN SAS WITHOUT GUTTER BOTH BIDES TO BE SYMMETRICAL ROAD AND �D�TNOAROS SPECFICATDN STANDARD CURB DROP INLET REFERENCE SHEET I OF 2 REVOION DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) • 8' z33 104.09 Da /1D VIRGINIA DEPARTMENT OF TRANSPORTATION SD2 BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT 2'-0" DIAMETER CONIC. FOOTING EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIUALEN" 3" CONCRETE COLLAR RUSHED STONE BEDDING 6"DI CLEANOUT PLUG AT EB OF LINE CLEANOUT DETAIL No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. SOLID WHITE LINE 24" u (TYP ) F� 12 STD. (VARIES) R1-1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2' 2' (TYP.) (TYP.) STRIPING AND SIGNAGE DETAIL I 4 al A CURB TRANSITION DETAIL No Scale 7 1 EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2„ ` 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 0 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION SIGN AND POST DETAIL SIGN STD. U POST GALVANIZED IN. RESERVED ESEWED PARKING I I PAW(WG I I'.1111I - I■I II'.1I111 . REFER TO VDOT STD STP-1 DETAIL FOR MOUNTING REQUIREMENTS TVAN 6'-8" MIN. ACCESSBLE F-8" MIN. ABOVE ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (TYP.) �1 0 PER VDOT HANDICAP SIGN LOCATION (VAN) t , ■ J 8' 1 5' 1 8' 1 8' 1 8' TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS 1.5'1 BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. MILL AND OVERLAY PAVEMENT SECTION No Scale 1 CONCRETE BUMPER BLOCK AS NOTED ON C4.0 & C4.1 `FACE OF CURB 4" PAINTED STRIPE (TYPICAL) 9' REGULAR SPACE LENGTH ANCHOR WITH 5/8' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale pLTH ON Opo,, CLINT W. S FFLET >� Lie. IV 51380 4C 10-25-2021 �IS i;S10 AL �G49 z O a_ U) LU W z O W LU W w Q DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A ui V < J a I --I O Q > Lu LL } Q III o 0 L I --I u z U) LL1 s� �,< V Lu` IN� LL co z U JOB NO. 48757 SHEET No. Cl.1 L LT CLINT W. • • %`%%` %`/%` Imo', • � • � . \ NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 LIFT NOTCH 12 3/8" WATER CAST IRON LID J NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXE (5/8"-1" METERS) NTS FIG. W-7 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'ol AS DIRECTED. MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE —� 0 II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z u Z N L M.J. GATE VALVE 2500 P.S.I. CONCRETE S a 2'x 2' BEARING AREA. THRUST BLOCK d a. d 0 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE 'K' - SOFT COPPER NOTE: - NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1 8 BEND COUPLING MIN. STOP SAND OR DUST UNDER BOX AND SETTER (2-INCH MINIMUM THICKNESS) lO 'OJ FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2• R. ^'IMPRESSION x 3/4' MALE PIPE COUPLING PPROVED EQUAL "OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION DETER IS NOT PROVIDED. CAST IRON LID GRADE Box AS VDOT SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A S FFLET >� Lie. IV 54380 4� 10-25-2021 y;: ^� E 0 0 rn U N � N 0 Q O > E w v E w w 3 ¢ a tj o 3 U. — wO `mom 0 W L M Q�_j U00 N rn 1A N 0 W w Z F = X oa =LL 1n X N =v>� F ¢ . 0 Y � N 00 W M a � t7 Z 0 a_ U Lu w p Z 0 N W w Q p DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A ui r V < a J I� o Q W �f > LL } Q J o 0 wuz � -i Q� N Q 0 z U N L JOB NO. 48757 SHEET NO. C1.2 LT CLINT W. NAIL SET OH I /1 1 I I III I �I APPROX. LOCATION OF I �Y 1 1 SHOEOD EX WATERLINE I 1 4P 56-16 'IS, CELESTE. 1282-134 I1 RESIDENTIAL 1 o jll I I III1\ 0 co (1) n I I \ \\\ C)y �--10� {v \\ \ C� m > \ \. ►V fill I \ 1\ \ O I I \ oI\\\ TMP 56-32A TMP 56-32C HAYDEN, KAREN FRETWELL, JAMES G. & MEGAN I DB 5117-193; DB 3524-59 (PLAT) DB 5235-263 ZONED: RI RESIDENTIAL DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL / APPROX. LOCATION OF BROWNSVILLE RD EXIST. 6"WATERLINE 30'PRESCRIPTIVE STATE RTE. 751 / EASEMENT (TYP.) / 30' PRESCRIPTIVE R/W BOUNDARYLINE _ _ — 6" w — " w — 611 w 6" W — — — — — 6„ W — s' w — — TMP 56-35G 6" W — NAIL PIP NAIL 6.,w� ROD MORBECK TRUST SET FND. /L SET FND. DB 5117-193' DB 3524-59 (PLAT) 140.57' N89°59'30"E 200.80' ZONED: RI RESIDENTIAL EOP N85°00'00"E Q — _ _ INV=677.41 D \ / ,t. _ I I \ _ _ APPROX LOCATION OF --uFO-- _-----'-----_'cnll N� \ EX. WATERLINE / -689- _ /------� _ c ll - OH OHF / OH ---- � _ — II \ UFO _ ` OHP— OH / i BAI IN _ _ _ - -678- - - _ ' _ _ _ -\.� I ROD f FN D. UFO nHv— — 6�9 / �/ /� YY - - _ _ / ' _ INV=6�6..84�� WOOD PORCH I I/,r/ --- - - - - -- --- DECK I SET � 1 _ I BM `#1 \ PAINTED 60L- AT SIGNAL P01 REMOVE #5717 2 STORY FRAME F.F.=682.2 - - - PRIVATE LIFT €B i T / \oo TV .0.B. - - �ROD GRATE� �INLE7T I� II I I II II I I II 1II �I rol fll I II II II I I STORM CULVERT II II II II II INV=651.63 U I/ WALL RETAINING / WALL #5688 1 STORY FRAME F.F.=669.2 1-611 _ \ \ REMOVE UTILITIES SERVING EXISTING BUILDINGS (TYP.) 61� / • ' //////// // _ _ - ' / / NAIL h' SET TMP 5632 7 YOSE)=LC NAIL DB 7,645-14 , /t \ \ \ \ \ \ \ SET \ 2.1/1 ACRES / �� ED: HHWAY COMMERCIA/,/// REMOVE / ' / ' _ - \ \ #5713 1 STORY / REMAINS V OF ' / ` \ \ \ \ s� \\ \ \ , NAIL I F.F FRAME 9.5 ' BUILDING / SET PARCEL 2 1.690 ACRES EXISTING BOUNDARY / / / ' / / 1 I REMOVE P014TIONI OF I I l LINE TO BE VACATED — _ —670— D�2AINAGE DITCH III 1 I _ / I I / , / , , I I I 1 I I I/ l _ M _---- J I / // �/ / / 1 1 I I 1 1 I I I II I m REMOVE TMP _ — -_- -_- _ _ — — #5688- lOS 1 STORY DB20 FRAME 0.45A E - - , _ -669 ZONED. HIG A C F.F.=669.4 o TMP 56-34 cv DAVID JAMES HARR JR. REMOVE EXISTING SIGNS (AND 1 I 1 I I I / / / I /l1/ /, 1 DB 4802-81; DB 2962-712 (PLA C ' CORRESPONDING UTILITIES). / �i l I 1 1 I / I \ / I o ZONED: RI RESIDENTIAL / RETURN TO OINNE/R. ro I I I It l I I I l V S U / I It / NAIL / / SET W HEASVj?I L// / REMfJVE/R1=PLA9� HE-jDV\ALIF —12" W— _ TV \ —12\�C r�-L� -11'rW it UGT— ' ~ — - - --_ EOP - _--670—_-671------/ \\-------- ROCKFISH GAP TPKE U.S. ROUTE 250 II / OVE CURB (TYP.) VARIABLE WIDTH R/W II / III III coil �II I II II II II II I I STORM CULVERT II II II II II II INV=654.14 U LEGEND: CLEAR AND GRUB ® REMOVE ASPHALT REMOVE CONCRETE S FFLET >� Lic.IV 54380 4� 10-25-2021 0210!1 AL 0 x C7 0 F p w Lu 2 Q z 0 in 0 0 am O ce c9 z 0 a u c.l Lu w p z 0 N W w p DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' Q 0 Lu J Q0 Q G O (7 W > C6 J o U-)LJJ u z w O Q F� W L Nm I� J Q 0 0C 0 U ,U V z 1, ^ V / H� X W JOB NO. 48757 SHEET NO. E. 0 L SCALE 1"=20' 0 20' 40' AM MINIMUM STANDARDS: GENERAL EROSION AND SEDIMENT CONTROL NOTES: LT EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE CONSTRUCTION OF A 3-STORY SELF-STROAGE BUILDING AND PARKING LOT WITH ASSOCIATED UTILITIES & LANDSCAPING. LIMITS OF CLEARING AND GRADING ARE 2.05 ACRES. ADJACENT PROPERTY THE PROPERTY IS BOUNDED BY CROZET AVENUE ON THE WEST, BROWNSVILLE ROAD ON THE NORTH AND EAST, AND ROCKFISH GAP TURNPIKE TO THE SOUTH. EXISTING SITE CONDITIONS THE EXISTING SITE CONSISTS OF TWO HOUSES AND A GAS STATION WITH A DRIVEWAYS ON BROWNSVILLE ROAD AND ROCKFISH GAP TURNPIKE. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED. ANY OFF -SITE LAND -DISTURBING ACTIVITY ASSOCIATED WITH THE PROJECT SHALL HAVE AN APPROVED ESC PLAN. CRITICAL EROSION AREAS EARLY ESTABLISHMENT AND PROPER MAINTENANCE OF PERIMETER CONTROLS WILL PROVIDE SEDIMENTATION CONTROL. ALL SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED WITH BLANKET MATTING. 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. 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 SEDIMENT BARRIERS SHALL BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND 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. DIVERSION DIKE - 3.09, 3.11 & 3.12 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 6. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. 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. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. MULCHING - 3.35 APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE, TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE AND TO FOSTER THE GROWTH OF VEGETATION. 5. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. 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 (SEE SHEET C3.2) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE AT ALBEMARLE COUNTY COMMUNITY DEVELOPMENT BUILDING. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE AND OTHER PERIMETER MEASURES. MAINTAIN EXISTING PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 3. CLEAR AND GRADE SEDIMENT TRAP. 4. INSTALL DIVERSION DIKES AND INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEETS C3.3) 1. INSTALL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSPECTOR. 4. REMOVE CONSTRUCTION ENTRANCE PRIOR TO INSTALLATION OF PROPOSED DRIVEWAY. MAINTAIN PAVED ACCESS FOR PARCEL TMP 58A2-20A DURING CONSTRUCTION. 5. ONCE THE CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP HAS BEEN PERMANENTLY STABILIZED AND APPROVED BY THE ESC INSPECTOR, REMOVE SEDIMENT TRAP. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. 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 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 SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. 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. 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 SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. 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: INFORMATION FROM NRCS & USDA SOIL SURVEY. AREAS DELINEATED ON C3.2. 7B - BRADDOCK LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURE, WELL DRAINED, HYDROLOGIC SOIL GROUP B. Sediment Trap design )age area (acres) (<3) 2 volumes: mcw CREST OF STONE WEIR elevation (ft) area (sf) volume(cy) CRWND \ 662 805 663 1096 352 DRY STORAGE 664 1411 46.4 665 1751 58.6 666 2116 71.6 WET STORAGE 667 2507 85.6 IXGVA Eo) 297.4 SEE PLATE 313-, wet storage wet storage required (cy) (67•DA_) 134.0 bottom of stone weir (ft) 665.0 wet storage provided at this elevation (cy) 140.2 slope of wet storage sides 21 storage storage required (cy) (67"DA) 134.0 A of stone weir 667.0 storage provided at this elevation (cy) 1572 ie of dry storage sides 2:1 vm F VARVQL `FLIER CLORI \ GY11M0 ELrv. cornsE I�fAEGIE� CL I RPR1D "coarse aggregate shall be VDOT #3, #357 of #5 weir length (ft) (6xDA) 12.0 bottom of trap elevation (ft) 662 bottom trap dimensions: 56 x 21 top of dam elevation (ft) 668 top width of dam (ft) 5 top trap dimensions 68 x 33 CLINT W. S FFLET >� ti • Lic.IV 543110 4� 10-25-2021 ;: 0NS-101 AL ^� E 0 0 rn U N � N 0 Q O > E w a E H_ w w UM Q 3 p LL 0 w0 `mom 0 W L M a_j Voo W J -N rn IA N (� W W � 3:0'x 9� LL CQ =v Ln _ N x >� F Q . 0� EO1 N W M a� W J o w � H- am O ce f z O a_ U c.) m W 0 z O U) w w Q DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A V I J I --I Q LU z Q L� LU LU r V Paz p z J V/ > LL } Jzz LU ° O (n J U wLuz Nco J 0 a � 0. ~ U ,0 V 1 0 Q z O 11.-q V 1 0 L LU DO L ST1 SEDIMENT TRAP #1 No Scale 3.13 H JOB NO. 48757 SHEET NO. C3.0 m NOTE: WHERE SLOPES EXCEED 00 2%, CHANNEL SHALL BE STABILIZED WITH�jpLTH BERMUDAGRASS, IN ACCORDANCE WITH OF,#. 1,00 DIED EROSION & SEDIMENT CONTROL 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE SPECIFICATIONS 3.17 AND 3.32. 70' MIN. EXISTING i ALONG THE LINE OF STAKES. 5:1 A r. C L (N T W. COMPACTED SOIL CWD TO HAVE VDOT EC-2 PAVEMENT Ti=iTi=u=T= i_,� 3 �---STANDARD - - S F F L E T / I I I MATTING ON UPHILL I I I I SIDE 6" M FILTER q MOUNTABLE BERM CLOTH •18"MIN. Lic. N 513rl6 4(OPTIONAL) 10-25-2021��(((((fFL�OW SIDE ELEVATION,FLOW 4, ����� 1ll1iJ ll1L ll1L ll1L llL1 ll1L EXISTING GROUND sl , ..Q,�, ♦I/G• 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE —���IIIEffilIII 70' MIN. r EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. WASHRACK 1p' MIN. 4.5' MIN. B OPTIONAL M E DD CWD 3.09-1 12' MIN. MN. PAVEMENT I 0 0 ^� c / �Ipi VDOT#1 COARSEAGGREGATE B POSITIVE 10'MIN. KDRAINAGETO L E °i E TEMPORARY DIVERSION DIKE III *MUST EXTEND FULL WIDTH OF �m > ~ Lu 3 No Scale FLOW SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE w ¢ LL o 3 0 TABLE 3.31-B III - SHEET FLOW INSTALLATION PLAN VIEW 0 LL w O m s r ¢ cJ oo z (PERSPECTIVE VIEW) ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS w J. —ui . 0 "QUICK REFERENCE FOR ALL REGIONS" 12' MIN. � o rn ry � P 3" MIN. � W v a 3' I PLANTING DATES SPECIES RATE (LBS./ACRE) 3" MIN. G x U) FLOW MAX. FILTER CLOTH SECTION AMA � a LL w A A B SEPT. 1 - FEB. 15 50/50 MIX OF 0 .0 N ur)v z ��\\ ANNUAL RYEGRASS uo O (LOLIUM MULTI-FLORUM) 6 7 H_ c rn N & 50-100 ° w �� CEREAL (WINTER) RYE w �� (SECALE CEREALE) m POINTS A SHOULD BE HIGHER THAN POINT B. FEB. 16 -APR. 30 ANNUAL RYEGRASS 60-100 REINFORCED CONCRETE DRAIN SPACE DRAINAGEWAY INSTALLATION (LOLIUM MULTI-FLORUM) SECTION B-B (FRONT ELEVATION) SF 3.05-2 MAY 1 - AUG. 31 GERMAN MILLET 50 PS 3.31 (SETARIA ITALICA) CE 3.02 vi _ c� 0 SILT FENCE (W/O WIRE SUPPORT) TEMPORARY SEEDING PLANT MATERIALS STONE CONSTRUCTION ENTRANCE F NO Scale NO Scale No Scale 0 LU 1� w ~ DOE] ■ ®f v TABLE 3.32-D ¢ ❑I70■ ■■■ SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO z o°oLIj ■■■ TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. > DATE TOTAL LBS. PER ACRE POSTS. MINIMUM CARE LAWN 1012512021 COMMERCIAL OR RESIDENTIAL 175-200 LBS. f�6' / O DRAWN BY KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% ' j / - - } KENTUCKY BLUEGRASS 0-5% 17 /�%'j� I�I _ K. FLYNN GENERAL SLOPE 3:1 OR LESS ( ) FLOW _III- / iii III DESIGNED BY KENTUCKY 31 FESCUE 128 LBS.C. -- 11=IIr�Ir 4" SNIFFLE,, PERSPECTIVE VIEW RED TOP GRASS 2 LBS. • SEASONAL NURSE CROP20 LBS. • CHECKED BY 150 LBS. LOW SLOPE THAN 3:1) C. SHIFFLE7T N. -MAINTENANCE (STEEPER SEE SLOPE STABILIZATION SEED MIX 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE : • SCALE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. o, THE TRENCH. • N/A O • 'ME7ihL 71E'„ - e> USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES W1RE'1�` FABRIC AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE i k FLOW " Irv: LINE POST GROUND LINE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET CONVENTIONAL III AIL 1U 8 METAL(T)OR`` "MAX. AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE ��—::�— —��r 5' MIN. MAX' (U)POSTS BRACING*FOOTING NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE PERSPECTIVE VIEW PERSPECTIVE VIEW SAF PLASTIC FENCE METAL FENCE 3.10 ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF w FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU SAFETY FENCE OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE FILTER FABRIC No Scale ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. I=III=III -TI�IIII��)_I�I—I����III1111= STONE _- 70' VIN. CONSTRUCTIOf TS 3 32 SSF 3.05-1 ACCESS /- 3" SV-2A ASPHALT -01 / COARSE I ( 2% // 2� _ % PERMANENT SEEDING MIX FOR PIEDMONT AREA SILT FENCE (WITH WIRE SUPPORT) Q O 7�1L-�EAIS-ING " L �- ; �,�— ; .„ No Scale No Scale I= �a .. 299122== 6" MIN, 2'.A AGGREGATE BASE Z O . J PROFIL > O BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER 70 M'N. -� GRAVEL CURB INLET SEDIMENT FILTER LL Z STONE _�— J \ � 1 � z CONSTRUCTION _ ^ ASPHALT PAVED ACCESS -- WASHRACK - � E� WIR€BLOCK J LI_I u O IFtJ SCREEN EXISTING J 1 2% 2% PAVFVFNT '2' ��� Q 2% WN.* 2:z LET �/' m J N Q Lu *VUS- EXTEND ELL_ '4101H —V `P11SI1VF DRAINAGE �- O TO SEDIVENT OF INGRESS AND EGRESS ` TRAMPING D-VICE �.� 0./ F� OPERATION. _ 0 U PLAN 12" AVEGf� �fiiR Lu GRAVEL FILTER* RUNOFF WATER WIRE MESH WIRE SCREEN FILTERED 12' VIN. POSIT'VE DRAINAGE FILTERED WATER a<:;:i ''s;::... •: '..'•:' , . a ;.:..•....•.. '?- WATER OVERFLOW 0 TO SEDIVENT % 2TRAPPING DEVICE ,•4•", „.. RUNOFF _ _� WATER z -�- . ' "• `'''• = WITH SEDIMENT—�_ . FIL1'E_.,R�LCLi}7H- '.':r,'a ••.: �.. If III DROP z SECTION A -A SEDIMENT ;; :"�'. INLET CONCRETE _ SEDIMENT WITH O A nnnwnum water ,tap of mshluu the installed with a mnnnmun 1 inch ballcock GUTTER 12" CURB INLET GATE Arutoff valve supplying a was1ij se with a diameter of 1.5 niches for adequate GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. constant pressure. Wash water must be carried away from the entrance to an SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS O approved settling area to remove sednneut. All sednuent shall be prevented from APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN entering storm dranns, ditches Or watercom'ses. OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING Lu SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT AROUND THE STRUCTURE. PAVED WASH RACK CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND * 3 GRAVEL SHALL BE VDOT #, #357 OR #5 COARSE AGGREGATE. JOB NO. 48757 PWR UNPROTECTED AREAS. IP 3.07- 6 IP 3.07- 3 PAVED WASH RACK STORMWATER INLET PROTECTION ISTORM DRAIN INLET PROTECTION SHEET NO. 3* 1 No Scale No Scale No Scale `-' L TMP 56-32C I HAYDEN, KAREN FRETWELL, JAMES G. & MEGAN I DB 5117-193; DS 3524-59 (PLAT) DB 5235-263 ZONED: Rl RESIDENTIAL DB 1509 PG 126 (PLAT) ZONED: RI RESIDENTIAL / APPROX. LOCATION OF BROWNSVILLE RD EXIST. 6"WATERLINE LIMITS OF 30' PRESCRIPTIVE STATE RTE. 751 I DISTURBANCE: 2.05 AC. EASEMENT(TYP.) 30' PRESCRIPTIVE R/W EXISTING _ BOUNDARY LINE TMP 56-35G — 6" W — s„ � — — — s„ �y — — — s" w — s w — i s., =� _ MO BECK TRUST � \ I I DB 193; DB 3524-59 (PLA7) ZO 1 RESIDENTIAL LEOP �Q NV=677.41 D \ / II APPROX. LOCATION OF \ — —— --UFO-- ——----— oil EXWATERLINEi / /0— 1 (i I I \ O OHP OHP OHP / OHP P _--_______ II / SSF ---- _ s7s----- ,�� O P�HP - - - _ - INV=6� Sb ` \• \ OH P — 1\ II �II1i 11 / ` jl T 56' 32 i \ \' • \ 1 I I 1 1 YO LC i ' 74_ 1\1 11\\\III I DB?y -14 , ' _ �'_6 1 1 I I\ \ II ED: H�OHWAY MERCIA4 1 \III WOOD DC / SIDEWALK 1 1 1 EX WATERLINE III\1�\I11111j1 APPROX. LOCATION OF I SHED 1 r \ \ \ \\ \ vl I \\ I 1 STORY REMAINS OF 1I sWOOD PORCH SIDEWALK FRAME BUILDING I 01 _ o� F.F.=679.5 TAINI \Qw'WALLRENG #5717 /EXISTING BOUNDARY Oc111 LINETOBEVACAED Wfl 2 STORY —670— 1P56-16 mFRAME /I1 / \\ \ F.F.=682.2 IS, CELESTE. — — — _ 1282-134 nfll> \ \\\I\\\ —- 1 RESIDENTIAL ml I \ \ \\\ \\\\ _ — _ _ — — SOIL TYPE: TMP -32 5688 #5688 DECK EC _ 1 STORY DB20 5- 4 I 1 STORY 7B FRAME 0.45A RES FRAME — �6g F.F.=669.2 a F.F.=669.4 RETAINING ZONED: HlG WAYCOMM. TS — — 6 i I I � / l l l _ TMP 56-34 WALL o DC ,' \ lil SIDEWALK ' 0 / I \ ll� � DB 802-81; DB 2962-712JPLAi — _ _ COVERED AREA \ \ © ' i / , �66 ( i l 1/ RT1 1 I //' I ZONED: R1 RESIDENTIAL \ \ \ PRIVATE LIFT STATION _ _ // ` _ . ' — — _ _ — ' STONE WEIR,(' — _ �i O COVERED GAS PUMPS VESCW STAN6�cRf�) ', /B O /ALAS k RJPRA6� \ I NN SSF ----_ ' /////� / /' I / I I ` \ \\ \\ \\//// 134 \ \ \ \ / / CE INV=65,6.- - - - \ TV W/HEA(Dryptt/j/ Ip --/ - / / / \ I I ��`., `�__ \�,,, �,�'.�/ �_\--_ — — \ INLET —12"W— --12"w SF —2"w Tv SF \--12'\°C�r_�—��11'rl�/��-_\_��� 1 _ —665— \ ` UGTT — _ _ _ _ FL I P _ TV — UGT G \ \ IZ _ _ _ _ _ _ _ _ 2-W— ' \— 12" W— u — \�•�671------/ \cq � 8- ' I1 ROCKFISH GAP TPKE ENT TRAP #1 \ — U.S. ROUTE 250 / (SEE SHEET C3.0 FOR DETAIL) — ' I I VARIABLE WIDTH R/W / '2.00 ACRE DRAINAGE AREA EQUIRED: 268.0 CY 1 311 TOTAL STORAGE PROVIDED: 297.4 CY I I BOTTOM ELEV. = 662.0 I 1 TOP OF DAM ELEV = 668.0 — III II �I I — aol II �II 1I EROSION CONTROL LEGEND II I I TORM CVLUERJ� STORM CULVERT III 11 LIMITS OF CLEARING AND GRADING II II II II I I I I SOIL AREA DIVIDE INV=651.63 U INV=654.14 U iSAF SAF SAFETY FENCE 3.01 CEMuloylovi CONSTRUCTION ENTRANCE 3.02 SF " X X SILT FENCE 3.05 SSF SUPER SILT FENCE 3.05 IP ® INLET PROTECTION 3.07 DD DIVERSION DIKE 3.09 ST SEDIMENT TRAP 3.13 TS TEMPORARY SEEDING 3.31 co Q PS PERMANENT SEEDING 3.32 z MU MULCHING 3.35 SCALE V=20' DC DUST CONTROL 3.39 0 20' 40' * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER % j hLT If OF po., CLINT W. S FFLET >� ti • Lic.IV 54380 4* 10-25-2021 417 k. ; i;S-1011 AL �—&% z O a u V Lu w 0 z O N w w DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' I --I ui V / Z I (LU J O z O�z �>O LL } f— Jz LLJ o u Lu U) , —1 < Q F-4 I— z Q Lu m N J Lu O a � 0L 0 U z Q O I --I O LLJ JOB NO. 48757 SHEET NO. C3.2 0 v N L LT on, mm=o/ OIOTIV= II I I I I I I I I APPROX. LO AT�ON EX T RLIj I II � I I \\\ \\� 56-16 I W -m �I \ \\\I\\\\ CELESTE. —{ �\ \ 62-134 m C \ \ \I \\ \ 2ESIDENTIAL I / I I I \ \ \ \ A I � I I / I I � TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: Rl RESIDENTIAL BROWNSVILLE RD U.S. HUUTE 250 TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE IFLIMITS OF DISTURBANCE: 2.05 AC. INV=677.41 n II II VARIABLE WIDTH R/VV II II 0011 0II II XI roI II — — — — — — — — — — — — — — — — — - II II — I I — — — — — — I I II STORM CULVERT I STORM CULVERT II �� / INV=651.63 N � INV=654.14 D / , 1 I I 1/ I I I I 1 I 1 / I I 1 1 I I I 1 OD M I I Z 1 � I 1 I I 1 SCALE 1"=20' I 1 I I I I 1 0 20' 40' 1 I 1 I I TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF EX. WATERLINE TMP 56-34 DAVID JAMES HARR JR. DS 4802-81; DB 2962-712 (PLAT) ZONED: R1 RESIDENTIAL I 12" W \ EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING SOIL AREA DIVIDE SAF SAF SAFETY FENCE CE CONSTRUCTION ENTRANCE SFX X X SILT FENCE SSF w:�iii SUPER SILT FENCE IP ® INLET PROTECTION DD DIVERSION DIKE ST SEDIMENT TRAP TS TEMPORARY SEEDING PS PERMANENT SEEDING M U MULCHING DC DUST CONTROL * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER * 3.01 3.02 3.05 3.05 3.07 3.09 3.13 3.31 3.32 3.35 3.39 CLINT W. S FFLET >� ti • Lie. IV 54356 4� 10-25-2021 0210!1 AL AM Z O a_ u V (n W 0 Z O N W w H DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' I --I I --I ui 1� I Lu J Q a z 0(Dz �;0 � U f— Z „oz W Lu D< Q F-4 Lu m 0 N J Lu 0 a 0. Q U z Q z 0 ,0 c. Lu JOB NO. 48757 SHEET NO. C3.3 0 v N C L � I it I O I OHP HP I �I I I C APPROX. LO AT� ON OF i EX. T RLINE II I� .I II I o��l I cmN l I 56-16 I W � I I CELESTE. D !82-134 C) mI v RESIDENTIAL I N m �c I I� CIO II 1 / 1 1 m TMP 56 FRETWELL, JAMES G & MEGAN DB 5235-26 DB 1509 PG 126 (PLAT) ZONED: Rl RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R/W --6"W— 6"I,y 6"W � l UFO ` OHP- UFO OHP— OHP----� � UFO OHP— — — p TLT T STATION NG INVERT 1 N 3 J 10' BUILDING SETBACK 90,000 SF 3-STORY SELF -STORAGE BUILDING SAN. SEWER LATERAL — CLEAN OUT (TYP.) — — — — — —10' BUILDING SETBACK— — TMP 56-32A HAYDEN,KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL DUMPSTER PAD AND ENCLOSURE. 8' HEIGHT DUMPSTER ENCLOSURE WITH APPROX. LOCATION OF BRICK VENEER TO MATCH BUILDING. EXIST 6" WATERLINE GATE TO BE METAL FRAME WITH METAL DOOR VENEER. 1" CORP EXISTING STOP BOUNDARY LINE 6' —6"W --- 6' W— -- 6' TS&V / & EOP 1" WATER METER OHP OI DOUBLE CHECK VALVE VAULT 1" DOMESTIC WATER SERVICE — 6" FIRELINE F (2) BUILDING -MOUNTED ADA SIGNS V GRATE INLET ��—12"W12"W— �F 3.60 1 — UGT— — TV — UGT— UGT I\ —UFO— — Ida R1 R1 TYP. — PROPOSED 15' PUBLIC / RIGHT-OF-WAY DEDICATION INV=677.41 N \ / II I I II \ INV=676.87 \ \ LEGEND 4 t A t � 4 CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT El HEAVY DUTY ASPHALT TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EX WATERLINE / RETAINING WALL W/ RAIL \ r \ MAX HEIGHT: t3.5' \ \ R21 85' SWIM A 150' SIGHT DISTANCE •. --12"W-1L--- _ I I 12" W — I I v EOP FV / DRAINAGE \\I I f DITCH (TYP.) ROCKFISH GAP TPKE \ U.S. ROUTE 250 1 ii I VARIABLE WIDTH R/W II II III of rol III I I - - - �H - - — - - - - - - - - - - - - \ / STORM CULVERT / II INV=651.63 U / 1 1 I 1 / 1 I II I 1 1 II 1 II 1 1 I 1 1 I I I — DRAINAGE DITCH (TYP.) I I 1 TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLAT) ZONED: Rl RESIDENTIAL I IPROPOSED PUBLIC— RIGHT-OF-WAA Y DEDICATION O 12" W — ELL III roll II 1'\ ---------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � II II STORM CULVERT II II _ - - - - - -11 - - - INV=654.14 U fM 00 SCALE 1 "=20' 0 20' 40' pLTH 0oz CLINT W. S FFLET >� ti • Lie. IV 54380 4� 10-25-2021 y;: ^� E 0 o N � N = > E v E w � .Wu Q LL 3 o p LL w0 � V oMo z a - n .. O rn C7 Lu a Ill.w 30V)x U) oa w �LL z O Fva� c U) w W M � a� 00 O x C7 0 F p w w LL H 2 Q z O in 0 O am O ce t9 AM DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY SHIFFLETT CHECKED BY SHIFFLETT SCALE i" = 20' W CL O Z z I-- > J LL H-I J o w U w Q V/ �aQ -iz Lu W w paw LL O U Q J JOB NO. 48757 SHEET NO. C4.0 L CLINT W. Icy/7S FFLET >: • ti TMP 56-32A + Lie. N 51356 4� I TMP 56-32C I HAYDEN, KAREN 10 25 2021 II FRETWEL& MEGAN I DB(PLAT) ZONED: R1 RESIDENTIAL DB 5 35-2 3,� �..�,', ;♦�.Gi DB 1509 PG 126 (PLA7) I ZONED: RI RESIDENTIAL I I APPROX. LOCATION OF / u I BROWNSVILLE RD I EXIST. 6" WATERLINE N c I 30' PRESCRIPTIVE STATE RTE. 751 I / > E v / w r' I EASEMENT(TYP.) 30PRESCRIPTIVE RM/ EXISTINGBOUNDARYLINE uw .N 3 — 6' W — 6" W 6" W 6" s' w — — s' w — — _ TMP 56-35G � v a')3 I I _ _ W — — — s•. w _ MORBECK TRUST o u, o I \ DB 5117-193; DB 3524-59 (PLA7) w O m ZONED: RI RESIDENTIAL ¢ L-uj v smoo z INV=677.41 N \ / w w —ui O w I EOP .j� I I a> Oo ry P APPROX. LOCATION OF Z I i r�i —UFO— — TVjl6R7.-00, _ _ _ rs I I EX WATERLINE / � G o x V -BW 673.50' - - _ ---------_-- till w na w UFO— OHP }� OHP OHP / / OHP OHP 679678 II / u_ Q v TW 6-77.0 _ \ x v ry z UFO / - - -BW 673.50' - - - x .. TC II_. v > o O OHP i -_3 _ -- TC _-� INV=6'l6.8q \ °ry > .UFO OH 689 �� LP ic: ��� rn w 672.55' w 677.00' -TC 672.85' . , 672.95' ! \ a � 208 / 673.00' 2 �%% 7.5.Q0 `\ \\ \ ` - \ ` \ w J °� co / 6 TC BW 673.50` _ --_-' 672.44'�' cro l 61� �H to OHp 11111 / OW 680.74' / ' / TW BW 672450' 672.40' ° 71 8 207 � 671.80' 67169' 675.59i \ \ � O I 11 1 1j1 _-TC TC LP 212\ ���\ BW 671 6` - - _ \ _ \ \ ` O APPROX. LO AT�ON OF -+I 11 1 1 1 I `p I /' / ' /' .° ' 671 12' TC - _ _ EX T RUNE I 111 11 11111 11 I`O / / /' / / / , ' / / / ., / / -FC 670.96' 205 ` \ ^ 211 \ ` \ \ \ �, �\ \ H I I I 1\ 1\ 672.40' TC � ' 871.16' �61 204 209 \ ` \ \ j \ \ \ \\ I - Q I � I 111�11j 1\� 1 � � TC ��2.05' � 206 LID� 670.6ri � \I \I � \ O I \ \ I `I \ \ —� / / / / / 672.41'� I I I I I II I / i/1 DATE TC I I I p I 1 1 671.19' I 10/25/202 1 \ \ o \\ - -- -210 roll DRAWN BY ----------- 67601 FFE=672.50 K. FLYNN C m rI W fT1I \ \ -- _ _ ---- / / / I I 1 / / /67 TC /\I I I TCI I I / I P 56-16 1 \ _ _ _ _ - _ _ - I • DESIGNED BY r , \ \ \\---- / s711s' II-\ I 672/4o IS, CELESTE. I I \ \ \ _ _ — — , 1282-134 C) fTl D \ \\ I\\\ J - - - — - - - _- - - _ _ - - _- _ _ ' ' , ' / ' / ' TO TC - m I I I TF 1 /I • C. SHIFFLETT 1 RESIDENTIAL I NCI I \ \ \ \ \ \ \ 1 - - TC 671.15' ^ 02 1 I I TC 672.05' 302 301 // '/ /I / 2 1 O // `-�- / 1/// I - • CHECKED BY TC ?' 672.40' // ////// I / / /674 co� / V• 1 J I • I _ 67z. / • • C. SHIFFLETT 672.40' TC _ 6 / / / / / c^o I 671.11' _ '6 / / / / O SCALE 1 m \ \ \ 1 672.50' �'f \ _ T l� / / I / `ci', i \\ \ \ , - _ _ _ - ' _ _ - ' - _ / / I l lI TMP 56-34 1 "=20' I TC-BC 670.96' / / cp \ \ \ \ \ \ / > )YI \ 671.90' _ I I I I / / / / / / / / \ / /II DAVID JAMES HARR JR. 200 I / / \ rC / / DB 4802-81; DB 2962-712 (PLA \ \ 67t90' ^Q / / 6 I / 30 q02 I / \ 67ass' 2q / / I ZONED: RI RESIDENTIAL — — = X�/// \ - - - - - - - - - - - - - \ \ 672.40 ° / / / / /671. 1 667 ---- -//' _ / TC // �C // p 668 669 O co / 672.32' / 1 61 TC - - 672.40 n -s.35' 671 670 669 I \ - 668 - < / / - -L - ' \ \ \ \ /�-7 _ v_ __ INLET `i f f " \` _rn. /.a' \\6,�_ _- }0 i \668 \ \ _ _ _-- �%' I ----- I —7 - 1 " — — — — 12" w tt" w — — _ v — 16m� �S).-1 s — _ 12rw —665= . - \ — _ _ _ - z I \ FL=663.60 — —UGT— — — — —UGT— — TV —UGT— — _6- _ _ - -It _ -LY - _ _ - - - - - _ _ _ _ _ _ \— 12" W — — - 17- ROCKFISH GAP TPKE d U.S. ROUTE 250 / /' `\ w VARIABLE WIDTH R/W II (D a (D ac-)I I I I ' ^ 00I V aol II — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — } II II II — — — — — — — — — — — — — — — — — — — — — — — II LL z ----` /� II — — — — — — — — J O C) 11 11 STORM CULVERT i i STORM CULVERT ,W U 7TII Q Z \ II — — — — — — — — II W w Q INV=651.63 U INV=654.14 U co Q \ ( � Z / U C) II II i Q 1 I 1M z I I /I I 1 SCALE 1"=20' — 0 20' 40' JOB NO. I I 48757 I SHEET NO. I C5.0 L — — — — — — — — — — — — — — — — — — — — — — — ;jpLTII / / / , / / I I ♦ -- - - - - -- ---- CLINT W. ,' // / / / ,' ' / ,' �I�\ +♦ \ \ \\------------- STAREA - ti • ,, I _ — ., \ \ + \ \ \ \ \ \ \ \ \ \ \ ` — — — — — — — — — _ — — — — — — — — _ — — �� L C;. 14; S 3is0 4'� y� \♦♦ - - 6)� 10-25-2021 Q�: r 00 100 , \ � � \ \ N U Irm M V 3 _�_A o ° \ If Aft Mot Lu j \--- , `\ �1� zIH i,� a r/ _ I �� �xcN z xU> O 40'- - - _ / ```� ~ o w 40' 1 - v� 4f00 o_ v , TMP56-32A 1 ` -\``\_ \\\ 1 \\ ,4 TMP 56-32C - - - - _ \ HAYDEN, KAREN 1 ` _ ` \ M ` �♦ RES FRETWELL, JAMES G. & MEGAI�( i - _ _ _ - -DB 5117-193; DB 3524-59 LA-4 1,, \ , \ \ - , \ _ _ ; - - - - - - - - - - - - - ZONED i \ \ \ ��►♦ R7 FDEN A - , _ , ` _ 1 - - I \ vi DB 5235-263 \ � � ♦ � DB 1509 PG 126 (PLAT) O ZONED: R1 RESIDENTIAL - _ ` - - _ _ 1 _ _ _ _ _ - _ _ - _ - \ \ x APPROX. LOCATION OF 1 - _ \ _ I \ \ \ ` \ \ \ �`� 0 40, 1 \ \ I ♦ , - \ \ \ x \ BR �VILLE RD EXIST. 6"WATERLINE - 1 // 30'PRESCRIPTIVE SATE RTC.-75�, ____--1 ---�-__ - ---�------------- / `\\ \\ \\ \\ ,� w ' EASEMENT (TYP.) 3Q' �RESCRIPTI VE R/VV - - - - - \ I - - - - - - - - - �`` EXISTING' - - - - - 1 \ ` \ \ \ \ \ \ I W w 1 \ / BVUNDARY LINE `�� _ 1 _ _ J212 0' 9 ` ` \ = Q ` 6" W 6„ W — — — s„ — 1 s" W � — �~ - - - - - - - - - ` \ TMP 56-35G, \ \ \ �� \ U o __6^w— —6"W , —s'w— _6„ �\ \\ 0. 3 MCRl3ECKTRUST\ \\ �,\\ \\ z \ (_ DATE D -ZONED. RI B 5117-193; RESIDENTIALL ♦ \ f, \ \ \ O EOP 1 _ _ - INV=671.41 0 �\ / ` \ \ \ \ 1012512021 r II \\ `\ \\ \\ \ 1 II \ \ \ \ - - - — —UFo— �-- \ \ ` APPROO)6 LOCATIONbF \ \ \ I, DRAWN BY \ - _ Sao- / ` J 208 0.50------'--� -- \EX.WATERk / \� \\\ �� �' 0.49 679 _-- `--_� \ `\ \ / K.FLYNN UFO OHP OHP OHP / - - - - - - - 678\ \ \ \ \ \ ` \ , O� OHP , _ _�, • DESIGNED BY UFO OFi oHP _ — — — — 680 / - - l - -f _ - \ INV=6)6, \ ` \\ \ \ \ \ \ \ \ \ \ \ \ \ \ C. SHIFFLETT — ` - \ \ • � • CHECKED BY co lj / lI // �� 206 0.62 ��� \`\\ \\ ■ \ s)\\\\ \''\\\ \ \ `\ \\ � • C.SHIFFLETT - - - ` \ \ ` \ \ - �\ \ \ \ \ \♦�♦ \ \ \ \ �\ \ \ �, . \ • • SCALE 1 1111 rn / / / / co \ 212 ` \ \ \ ♦\ \ ` \ \ \ 40, 04 '-67 cyy \\\\ ``-►" \-�\ 210 0.3 \\ \ `'1 \\ \\ \\ • it 111 111 111 6� 0.24 \I,�\\ \\ II 1111 1 \cal m 1 1 IINI 1`�I 1 / / ' / ' / ' / 2 �. 204 1 1 �, 1 1 - - \ \ cs� \\ \ \ \ \ Ilam lS,j1 m / /' \\ \ I / \ \\ \\ / I I I\ \ %\ \� \ I / 204 0.79 I 0\ \\�\ \\\ —/' / /' / / 0.59 o I�s�2 �s�l 1 II �$/ \ rM \ \\ \` \` \ .fin 1c9 \\\�>\\\ 1 ---- .--- / / ' I / ' / / 210 I 3 \6 �' 70 \\ `J\\\ \\\ 1 \ \ - I / / / / \�\ 1 / 1 �-�. �f�f�f�f�-�- �+E I 1y sus T6� -4 O ✓^I \\ \ \ \\\\ 1 ������������������������s�s�s���s�s���s�s�srs���� — — ���lyi� 1 \ \ \\\ \ \\ \ / / I I / /' �ml r --_ _ /' ----/ _-----/ 1 I I / / /r�:`L- 202 0.90 1� \ -- _ - - J--/-,,' /, / \ _ ,O 1 m 1 I 1 I I �\ \ \\ \\ \\ \\ \ Al 302 co If / 1 - -66 ^ \ \ \ Z Lu tMP5,34 V - / ll\ DAVID .TAMES I\IARR JR. \ \ \ j - - -' / // _ _ _ 302 0.90 _ _ zqo I / \ ` / / I DB 4802-81; \QB 2962-712 (P%47) -\ ry i 30 I I / I \ 0.07 / /' / Au ^ \ d02/ I 1 I \\ 6' s)41 / / 1 \\ZONED: NJ RESIDENTIAL \\ \\ \\ U- z 1 I \ \ \\ 1 - /'--------------- / , / , 1 667 1 \ a \ I \ \ \ \ O PRIVATE IFT = -- _ /i / \ \ \ ,' , ' / �R 668 \ / \ \ w STA Lu _ 669 �p \ I \ \ \ \ \ \ \ , ^ U L.L 671 uj 669 670 / / / = _ I / I I i y \\ \ \ \ //// I \ \--- - - - - - 1 TV --__--- 669 a� \ \ _ - \ // ,. I �' _ � ------ ---- - -- --- �- \\ INLET �..�.668 \\�s\ _ f 668\ _ _-_--___- _-_-_---------- 1_�— 12" w — — — 12" w — — — N - — 1. �� s) J1z — —665= \ � \ \ - — UGT \ \� ,zw_. / FL=663.6 — UGTr — - _ —UGT— — TV — — UGT— — -6f79' - _ \ - -It - - _ _ - - - - - _ - - - _ _ - - ` — \— 12" W — I - - ___---- - -- - -- - ------ ------ ` - - - - - - ` —fi70- - ROCKFISH GAP TPKE I I - - - ��� O U.S. ROUTE 250 VARIABLE WIDTH R/W 1 _-- -J __-- - It E oil \ \ II III \ II m 11 \ \ \ \ 001 \\ II \\ -- ------------------- M -/_ -II _ \ - II \- - - - - - - - - - - 00 It _-- -\ ----------------_-----------------------__—ter ----- ' \ \ I I STORM CULVERT z I I STORM CULVERT I I _-----_,-- SCALEI"=20' JOB NO. - \\ / It —_ —_ __ __ __ -- -- -- �� -- 48757 / INV=651.63 U � INV=654.14 U i- - -�- - 0 20' 40' SHEET NO. 1 C6. 0 L m I - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - Lill --- ---- -------- ��pLTH 1rr ,' ,' ,' I - \\ \\\ '\ '`\ \\\ '�,��--_____-_-_-___________----_- --- -- --- WATER QUALITY CALCULATIONS: /, �, ,' /, ,/ III ' r f SUMMARY FROM RUNOFF REDUCTION SPREAD SHEET FOR ?�� CLINT W. � ( \\\ ♦�\\ � ^68 a5'`f°�� i ,( \ ��I \\\ \`, .�\ - ---- -------- ------ REDEVELOPMENT (SEE CALIBOOK): FFLET >� 86- \\\ \: ! I ! ,"_��5 -- , IJN 54380 4� IIIII IIIII J DISTURBED AREA: 2.05 ACRES 10-25-2021 Vr;: / \\ �J ` \ '�1� , IIIII )I r� /' / / // ,/ // \ `/' \ \ ` ♦ PRE -DEVELOPMENT LAND COVER: 111111♦ / lIII ll,rlJ i ,' PRE-1-OFF: // \\ \ �, , ` ��3` - \ \ \ ` - - - - // +A* I/ +�1� B SOILS: 0.30 AC FOREST IIIIItRE-DEVEL-OPMEN,T/OFF-�S�TE \ _ _ _ _ _ \ \ �♦ IIIII TO ANALYSIS POINT 1 / \ ,, TOTAL AREA = 0/42 All Ek m m m -# - \ _ _ - _ _ - _ / I \ ♦ \ \6� 1.30 AC MANAGED 0.45 AC IMPERVIOUS TURF E 0 j , MPEF�VIOUS 7 0.28 AC. ,� \ 82 ` - _ - _ PRE-2A OFF - - I ` ♦♦ \ \'g ♦ / N o - _ - _ M4NAGFD TURF = 0.14�C. 0 � - _ PRE-DEV€LOPMEN_TIOFF SITE- - - - � I \ 8 � ♦ ¢ I II / " I I ) , \ `� I � ` TO ANALi'8FS-POINT 2- - _ _ `TOTAL AREA = 1.39 AC. \ \ \ \ ♦ 6'961\ \ \ \ / POST -DEVELOPMENT LAND COVER: B SOILS: _ v E BR \ IMPERVI�DS =-0.35 AG - - - _ \ `1\ \ ` ` 1.03 AC MANAGED TURF U ATE RTT1.1`51 _ _ 30 ESCRIPTIVE RAW -_ - - - - _ \ \ , -MANAGED TURF = 1.04 AC. \ \ \ \ 7 \ f / 1.02 AC IMPERVIOUS 3 o �0L6 Lu p \ \ \ \� \ \ \ \ \ \ REQUIRED TP REMOVAL: 1.29 LBS/YR p O - Or \ ♦ �� \ \ MEAN"= - - - - - \\ \ \ \ THE 1.29 LBS/YR REQUIRED REMOVAL WILL BE SATISFIED BY PURCHASING NUTRIENTIII O_M ON - r \ \ \ \ CREDITS. TO BE PURCHASED FROM A DEQ APPROVED CREDIT BANK IN ACCORDANCE WITH �' 0 V) < w < cc ��\\\ \ \� LIS CODE OF VIRGINIA 62.1-44.15:35. v °r O 6y6\�\ \ �7J- 1\���I� \ \� ` \ \ \ \ \ \ \\ ,\\ \\ \ \ \ x�a F cm -_-� "6I4 _-_ �'\ _ `\ \\. `\\ `\ I� \\ \\ \\ \\ \\ vM Lu MOD�66wA� / / /' / -' �,�- - - - �\ \\ �\ �, ` SxEo - - , ' \ (PIN / /�' \`�+\\ IIIII / '\ \ ` \ \ \ ` ` � \\ \\ \\ \\ `\ `\ WATER QUANTITY ANALYSIS POINT 1: WATER QUANTITY ANALYSIS POINT 2: J Mw 1 I #5713 / /� 1 sroRr , IIII \ WOOD PORCH E PRE-2-ON: \ REMAINS OF ' - PRE -DEVELOPMENT ON -SITE eunniMc \ FFR6M95 I / PRE-1-ON: i x6ruxlx9 / , TO ANALYSIS POINT 2 I I I ♦� �// \ ` ` \ \ \ \ DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) DRAINAGE AREA ANALYSIS (POST -DEVELOPED) PRE -DEVELOPMENT ON -SITE / TOTAL AREA =1.45AC. I I 1 I I l \ \ \ \ \ \ \ \ ` ��' \ M / c \T TO ANALYSIS POINT 1 / / / IMPERVIOUS = 0.30 AC. I I I / I I I I //I \ \ \ \ \ \ \ \ \ \ AREA PRE-1-ON (ONSITE ) AREA PRE-2-ON ONSITE ( ) AREA POST-2A-ON TO SWM A ONSITE, DETAINED ( ) O I I / w , - _ , _ I I I TOTAL AREA = 0.60 All , - - _ _ - n - _ _ - _ / _ - - / I MANAGED TURF = 0.97 AC. I 1 1 I I ) �/' 1 1 / WOODED = 0.18 Al I 'i I I I I / l I \ I` \ \ \ ` k \ \ ` \ \ \ dot \ \ \ \ \ \ \ ` ` ` TOTAL AREA = 0.60 ACRES IMPERVIOUS = 0.15 ACRES TOTAL AREA = 1.45 ACRES IMPERVIOUS = 0.30 ACRES TOTAL AREA = 1.38 ACRES IMPERVIOUS = 0.91 ACRES = c� I I ,<„ \, IMPERVIOUS = 0.15 AC. __ _- - _ __ -__ \ I)1 ,1M5roRr , , 1 1 I , / ' 1 // '/ \ \ \ \ \ \ \ `\ ` 1 I� - - 1'IsT6oRr MANAGED TURF = 0.33 AC.c / , / / / I / / / / / / ' ' I / / \ \ \ \ \ �� \ \ \ \ \ \ MANAGED TURF = 0.33 ACRES MANAGED TURF = 0.97 ACRES MANAGED TURF = 0.47 ACRES F / I I / / / I ( WOODED = 0.12 AC. FRAME FRAME - 69 - \ \ 1 F-669.2 F.F: 669.4 _ � / / � / / / / I I / \ \ \ \ \ / / \ \ \ - ir� WOODED = 0.12 ACRES WOODED = 0.18 ACRES WOODED = 0.00 ACRES 0 6' " I qF I / / / 1I /�/ \\ \ ` ` \\ `\ \ CN = 75 CN = 75 CN = 88 Lu Lu H PPARCEL 29 NACRE ® / P�2� I 1 / 6 1 I // \ \ \ \ \ \� TC=14.9MIN. TC=9.1MIN. TC=16.2MIN. _ < S� _ ' \ / F�F�S9T� (f1 PiNA�YS�S ` ' / / \ \61 \ \ \ \ �` ¢ \ / - \_ _- -_ - - - - / ♦ GAS POMPS - / /'6 � / 1 \ \� Q (CFS VAC -FT Q CFS VAC -FT Q CFS VAC -FT (1� -® ANALYSIS //� 1 -VQTAL A f�A = Q.09 Y�C. ` � � \ Yg - _ _ -`_ = 1 YEAR 0.75 0.045 1 YEAR 2.24 0.110 1 YEAR 3.20 0.200 U) DATE - -� / -'--- POINT2 / = 0.07 A \ // -,-y.-.- (MANAGE Tt3��= b.O2.A'C -__ / \ \ - ---_____ _-_-- � 10 YEAR 2.26 10 YEAR 6.66 10 YEAR 6.98 � 1012512021 ' 0PMAN IN °�' _ - ' ® _ _ _ _ _ _ _ _ _ - - AREA PRE -I -OFF (OFFSITE) AREA PRE-2A-OFF (OFFSITE) AREA POST-2A-OFF TO SWM A (OFFSITE, DETAINED) } DRAWN BY _ _ _ ROCKFISH GAP TPKE- s s s ue & - _ ®- 671 - - �� Ir Q + TOTAL AREA = 0.42 ACRES TOTAL AREA = 1.39 ACRES TOTAL AREA = 1.39 ACRES K. FLYNN 668" U.S. ROUTE 250 s , ` M IMPERVIOUS = 0.28 ACRES IMPERVIOUS = 0.35 ACRES IMPERVIOUS = 0.35 ACRES DESIGNED BY VARIABLE WIDTH RAN f \ p < MANAGED TURF = 0.14 ACRES MANAGED TURF = 1.04 ACRES MANAGED TURF = 1.04 ACRES • - "II Z WOODED = 0.00 ACRES WOODED = 0.00 ACRES WOODED = 0.00 ACRES • C. SHIFFLETT CN=88 CN=76 CN=76 CHECKED BY TC=14.0MIN. TC=9.1MIN. TC=10.1MIN. • __ - - -- -�-J II II - -\ - - - - sCALE1"=40' - - Q (CFS) Q (CFS) Q (CFS) • C.SHIFFLETT _ INW651.63 II _ -PRE-DEVELOPED- 0 40' 80' 1 YEAR 1.04 1 YEAR 2.28 1 YEAR 2.19 • SCALE -\ \� 10 YEAR 2.27 10 YEAR 6.58 10 YEAR 6.33 1 "=40' COMBINED FLOW AT ANALYSIS POINT 1 AREA PRE-2B-OFF (OFFSITE) • - 1 r, , F8� \ \ - -- - - - - - - - - - - - - - - - - - - - - \ / / / / I \♦ 8�\ - - - _ _ - - _ _ - _ _ _ _, TOTAL AREA = 0.09 ACRES COMBINED INFLOW TO SWM A / / , / \ I�\_` \��\ \. \\ \\ �`" - "-- Q(CFS) IMPERVIOUS = 0.07 ACRES \ III / /' ' i / ,' ,' // // / / 9D , ��� \ .\ \\ \\\ \.\\�\_ _ -^ ' / di \\ \�♦\\ _-_---------------- ------- -------- ------ --------------- 1YEAR 1.78 MANAGED TURF = 0.02 ACRES Q(CFS) \ IIII r 1 ,' / / , , ) S �� r r r / , / K � ^� , / U^g� \\ \\ �\ /' -66 \\ \�. \ \\ '---- --- ------ 10 YEAR 4.52 WOODED = 0.00 ACRES CN=92 1YEAR 5.22 10 YEAR 12.86 / / / 1� `. / - / - - DRAINAGE AREA ANALYSIS (POST -DEVELOPED) TC= 6.0 MIN. AREA POST-2B-ON (ONSITE, UNDETAINED) AV J AREA POST ONSITE, UNDETAINED Q CFS TOTAL AREA = 0.11 ACRES _ - - 1 ` l \ -68`� ' as / ' / ' " TOTAL AREA = 0.56 ACRES 1 YEAR 0.33 IMPERVIOUS = 0.00 ACRES lilli )I � / r / ,' / / / / \\ \ �� ; I IIIII! Jr. ' POST \ \ \ � . \ \ /l /l - - - - I / _. / ' ♦`+ IMPERVIOUS = 0.10 ACRES 10 YEAR 0.66 MANAGED TURF = 0.11 ACRES WOODED = 0.00 ACRES /' -I -OFF: // �� 1 -IIII POST-DEV�LOPMNT g3` - / I / MANAGED TURF = 0.46 ACRES Z IIII - _ I J I �F-SITE TO ANALYSIS POINT 1 i _ _ - / - _ POST-2A-OFF I _ / I � � I ♦ WOODED = 0.00 ACRES COMBINED FLOW AT ANALYSIS POINT 2 CN = 69 IIIII �OTAL AREA = 0!43 AC! I L r• r• 0.29 �` ' _ POST -DEVELOPMENT OFF -SITE TO SWM A \ \ \♦♦ I\ ♦♦ CN = 74 TC = 16.4 MIN. Q (CFS) TC = 6.0 MIN. J a / I III 1 MPEF�'VIOUS j AC. �40 - -J - _ I , ` _ - - - I - - - - TOTAL AREA = 1.39 Al - - - \ �cy> ♦♦ 1 YEAR 4.82 Q (CFS) V (AC -FT) w ' IIIII M,4NAGCD TURF = 0.14 C. I III / , 1 � I I _ IMPERVIOUS = 0.35 AC. _ - \ MANAGED TURF = 1.04 AC. j \ \\ '6 \ \ ` ` ♦� / Q CFS VAC-F ( ) 10 YEAR 13.83 1 YEAR 0.13 0.006 BR VILLERD TE RTE.-751 - - - _ _ _ - _ - \/�( \ \ - - - � \ \ �6sx \ `\ \ �/ \ \ ` 1 YEAR .95 0.040 10 YEAR 0.46 - $8;• -. - � _ _ _ - ` 30' ESCRIPT/VE RAN -- � \ \ \ \ \ \ \ , ` / 1 10 YEAR 1.95 < uj `� - - - - - _ \ /` \ \ \ \ \ \ \ \ \ \ \ \ \ AREA POST-2B-OFF (OFFSITE, UNDETAINED) Z O -__ __ _ - - - - \ \ \ \ ` \ \ - \� j\ \ \ Ixw6n.41 - \ \ \ - 5 \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \ ` AREA POST-1-OFF (OFFSITE, UNDETAINED) TOTAL AREA = 0.43 ACRES TOTAL AREA = 0.08 ACRES IMPERVIOUS = 0.05 ACRES (� \ l ^oH - _ II \ \ \ ` \ \ \ \ \ \ \ \ ` \ �� \ \ \ IMPERVIOUS = 0.29 ACRES MANAGED TURF = 0.03 ACRES '^u" V / =i8 '� \ I ■ - -� �� - ' / \ \ ` \ \ \ \ \ /\ \ \ \ ,I ` \ \ \ \ \ MANAGED TURF = 0.14 ACRES WOODED = 0.00 ACRES > LL - \ \ \ WOODED = 0.00 ACRES CN = 87 J ? z - 672 _-61`\ -6 9� \�\ �� �. `\\\ \ `\ \ \\ `\ \ \ \ \ CN=89 TC=15.4MIN. Tc=6.OMIN. OU 1 1 6'w POST-1-ON: / I Vz Ilk cc_- �( ` '� \ \.\ \ ;0 ` \ \ \ \ \ ,w^ ul cC 1 III II 6) � / / 1 I POST -DEVELOPMENT ON -SITE / , ' - _ \ \ ` \ \ \ \ \ \*` \ \ \ \ \ \ _ _ \\ \\ \\ \\ \\ \\ \\ Q (CFS) 1YEAR 1.06 1 YEAR 0.25 10YEAR 0.54 < LL I IIIIIIIp�6 TO ANALYSIS POINT I ' --_`\`\\\\\ a'a� \\ w w w //' I TOTAL AREA = 0.56 Al IMPERVIOUS= 0.11 AC. POST-2A-ON MANAGED TURF = 0.45 Al POST -DEVELOPMENT ON -SITE ' / i' "�%" 9� \ \ \ �, a `Z'\ \ _ \ -' ��I \ / 6, ,@)1 sj �l I \ \ \ \ \ \ 1 \\ \\ \\ \\ ` � \\ \\ \ \ 10 YEAR 2.27 COMBINED PROPOSED FLOWAT ANALYSIS POINT 1 ^ I m ' V < O TO SWM A 1 g / / �' 2 S��,C\}l�,�L _ �-0� \ \ \ \ \ \ \ t4+ \ \ COMBINED FLOW AT ANALYSIS POINT 1 Q TOTAL AREA = 1.38 All w m \ \� \ IMPERVIOUS = 0.91 AC. I I ' ' 1) - �7P�o1 - ' \ I 1 � \ \r \ \ \ \ \ \ \ \ Q (CFS) (CFS) 1 YEAR 3.48 / MANAGED TURF = 0.47 Al I N \ \ \ \ \ 1 YEAR 1.67 10 YEAR 12.99 CO \T \ `\ \ \ 10 YEAR 4.20 0 O // \\\�\ \ , 14t)A- \ \ \ ♦ \ \ `\ \ �` CHANNEL PROTECTION (ENERGY BALANCE): CHANNEL PROTECTION (ENERGY BALANCE): / ' \ V , / //�99 \ - - - - \ \ � - - - � ,PON67 ' // \ 667 `-� t� \ \ \ \ \ \ \ < 0.80` `RV /RV + (PRE-1 QDEVELOPED - (QPRE-DEVELOPED PRE -DEVELOPED) DEVELOPED ( ) Q < 0.80` //�� `RV /RV + PRE-2A-OFF + PRE-2B-OFF DEVELOPED - (`xPRE-DEVELOPED PRE -DEVELOPED) DEVELOPED ( ) ( ) \ - - - - 671 \ ` \ ' 671- ♦ / / I \ \ ` \ \ \ _ _ T \ � _ - - Q < 0.80`(0.75 CFS ` 0.045 AC-FT)/(0.040 AC -FT) + 1.04 CFS MAX (1-VR) Q < 0.80`(2.24 CFS ` 0.110 AC-FT)/(0.206 All + 2.28 CFS + 0.33 CFS MAX (1-YR) - 670 ' I 669 ® pI� �\\ 67p 669 V�\ `\ \ ��_ \ _= ��' ` \ - _ - \ 668- \ / ANALYSIS p� -- _ - - - - - _ _ - _ _ _ __ _. QMAX (1-VR) < 1.72 CFS QMAX (1-YR) ` 3.57 CFS 1.. �.. / 'I \ m &57.17 - _ �� \�rn rn6� <66g 06' 6 ,� POINT 2 -0 - i POST-2B-ON: CID .=____ - - - - \ _ - - ®- 674 _ POST -DEVELOPMENT ON -SITE TO Q = 1.67 CFS <_ 1.72 CFS OK MAX (1-VR) Q - 3.48 CFS <_ 3.57 CFS OK (1-YR) TPKE Tr ROCKFISH.ROUTE U.S. ROUTE 25000 _ _ _ ANALYSIS POINT 2 00 VARIABLE WIDTH RAN , ' TOTAL AREA = 0.11 All o < FLOOD PROTECTION FLOOD PROTECTION JillIIIMANAGED - fir• s r• r• r• r• -� POST 213OFF. TURF = 0.11 Al Z ANALYSIS POINT 1 jj \ \ POST -DEVELOPMENT OFF -SITE _ - - - - - - - - - - - - POST -DEVELOPED I <_ PRE -DEVELOPED Q10 POST -DEVELOPED Q10 <- PRE -DEVELOPED Q10 JOB NO. _ ------ TO ANALYSIS POINT TOTAL AREA = 0.08 AC. IMPERVIOUS = 0.05 Al SCALE 1"=40' - - 4.20 CFS <_ 4.52 CFS OK CFS <_ 12.99 13.83 CFS OK 48757 `' -POST-DEVELOPED - MANAGED TURF=0.03AC. - - SHEET NO. \ \ L 0 40' 80' \\\`� C6.1 L DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 02011 BMP Standards and Specifications 02013 Draft BMP Standards and Specifications TOP OF DAM = 670.75 �6'� LT v 0 of E a N Project Name: Date: Site Information Crozet Self Storage 10/21/2021 Linear Development Project? No Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 2.05 Pre -Re Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed forest/open sace 0.30 0.30 Managed Turf (acres) -- disturbed, graded for ardsorotherturftobe 1.30 1.30 Impervious Cover (acres) 0.45 0 45 2.05 Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested 0.00 0.00 Managed Turf (acres) -- disturbed, graded for yardsorotherturftobe 1.03 1.03 Impervious Cover (acres) 1.02 1.02 Area Check OK. OK. oK. OK. 2.05 Constants Annual Rainfall (inches) 43 Target Rainfall Event (inches) 1.00 Total Phosphorus (TP) EMC(mg/L) 0.26 Total Nitrogen (TN) EMC(mg/L) 1.86 Target TP Load (I b/acre/y r) 0.41 Pj (unitless correction factor) 0.90 Runoff Coefficients (Rv) Check: BMP Design Specifications List: 2013 Draft Stds & Specs Linear project? No Land cover areas entered correctly? Total disturbed area entered? �I A Soils B Soils C Soils D Soils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 Land Cover Summary -Pre Pre-ReDevelopment Listed Adjusted' Forest/Open Space Cover (acres) 0.30 0.00 Weighted Rv(forest) 0.03 0.00 Forest 15% 0% Managed Turf Cover (acres) 1.30 1.03 Weighted Rv(turf) 0.20 0.20 %Managed Turf 63% 70% Impervious Cover (acres) 0.45 0.45 Rv(impervious) 0.95 0.95 Impervious 22% 30% Total Site Area (acres) 2.05 1.48 Site Rv 0.34 0.43 Treatment Volume and Nutrient Load Pre -Re Development Treatment Volume (acre-ft) 0.0580 0.0528 Pre -Re Development Treatment Volume (cubi c feet) 2,528 2,300 Pre-ReDevelopment TP Load 1.59 1.44 (lb/yr) Pre ReDevel opment TP Load per acre 0.77 0.98 (lb/acre/yr) Baseline TP Load (Ib/yr) (0.411bs/acre/yr appli ed to pre-redevel opment area exd udi ng 0.61 pervious land proposed for new impervious cover) Adjusted Land Cover Summary: Pre ReDevelopment land cover minus pervious land cover (forest/open space or managed turf) acreage proposed far new impervious cover. Adjusted total acreage is consistent with Post-ReDevelopment acreage(minus acreage of new impervious cover). Column I shows load reduction requriement for new impervious cover (based on new development load limit a41lbs/acre/year). Land Cover Summary -Post (Final) Post ReDev. & New Impervious Forest/Open Space Cover(acres)0.00 Weighted Rv(forest) 0.00 Forest 0% Managed Turf Cover 1.03 Weighted Rv (turf) 0.20 %Managed Turf 50% Impervious Cover (acres) 1.02 Rv(impervious) 0.95 %Impervious 50% Final Site Area (acres) 2.05 Final Post Dev Site Rv 1 0.57 Land Cover Summary -Post Post-ReDevelopment Forest/Open Space Cover (acres) 0.00 Weighted Rv(forest) 0.00 %Forest 0% Managed Turf Cover 1.03 (acres) Weighted Rv (turf) 0.20 %Managed Turf 70% ReDev. Impervious Cover(acres) 0.45 Rv(impervious) 0.95 % Impervious 30% Total ReDev. Site Area 1.48 ReDev Site Rv 0.43 TP Load Reduction Required for Redeveloped Area (lb/yr) 0.29 Land Cover Summary -Past Post -Development New Impervious rNew Impervious Cover (acres) Rv(impervious) TP Load Reduction Required for New Impervious Area (lb/yr) 0.57 0.95 1.00 100-YR ELEV. 669.71 CREST ELEV. 668.80 36" RCP RISER W/ANTI-VORTEX DEVICE INV OUT 666.40 (18" HDPE) 10" ORIFICE W/ TRASHRACK 666.50 POND BOTTOM 666.50 1.04' 8'DIA.X1.5' CONC. BASE NOTES: 1. TRASH RACK TO BE INSTALLED ON ORIFICES AS SHOWN ON DETAIL ON THIS SHEET OR APPROVED EQUAL. 2. IMPERVIOUS CORE AND CUTOFF TRENCH SHOWN FOR INFORMATIONAL PURPOSES ONLY. FINAL DESIGN TO BE PROVIDED BY GEOTECHNICAL ENGINEER. 3. A QUALIFIED GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING CONSTRUCTION OF THE POND TO ENSURE ALL RELATED REQUIREMENTS ARE SATISFIED. SWM A - DRY POND No Scale Site Results (Water Quality Compliance) Area Checks FOREST/OPEN SPACE (ac IMPERVIOUS COVER (ac] IMPERVIOUS COVER TREATED (ac MANAGED TURF AREA (ac MANAGED TURF AREA TREATED (ac) AREA CHECK i 77.75' - 18" HDPE @ 9.42% 6" IN CONCRETE D.A. A D.A. B D.A. C D.A. D D.A. E AREA CHECK 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. 0.00 0.00 0.00 0.00 0.00 OK. OK. OK. OK. OK. OK. Site Treatment Volume (ft3) a,z6s Runoff Reduction Volume and TP By Drainage Area RUNOFF REDUCTION VOLUME ACHIEVED (fta TP LOAD AVAILABLE FOR REMOVAL (lb/yr TP LOAD REDUCTION ACHIEVED (lb/yr TP LOAD REMAINING (lb/yr D.A. A D.A. B D.A. C 11 D.A. D J D.A. E TOTAL 0 0 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 0.00 0.00 0.00 0.00 0.00 Total Phosphorus FINAL POST -DEVELOPMENT TP LOAD (lb/yr) 2.68 TP LOAD REDUCTION REQUIRED (lb/yr) 1.29 TP LOAD REDUCTION ACHIEVED (lb/yr) 0.00 TP LOAD REMAINING (Ib/yr): 2.68 REMAINING TP LOAD REDUCTION REQUIRED (Ib/yr): 1.29 Total Nitrogen (For Information Purposes) POST -DEVELOPMENT LOAD (lb/yr) 19.17 NITROGEN LOAD REDUCTION ACHIEVED (lb/yr) 0.00 REMAINING POST -DEVELOPMENT NITROGEN LOAD (lb/yr) 19.17 10' EMERGENCY SPILLWAY ELEV. 669.10 IMPERVIOUS CORE AND CUTOFF TRENCH q7 1-YR ELEV = 668.61 10-YR ELEV = 669.32 100-YR ELEV = 669.71 In►.rfxx�Ta CLINT W. 7Z S FF'LET >: Lic. N 54380 4C s 10-25-2021 �4y 00000AL 1 ,G• •� Z O r a U U Lu w Z O U) w cke H a 0 DATE 1012512021 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=40' Vl J H1 a w w L0 a z 0zw uLU rr tD z a (w ° z J LU �CC Of G Q W m N Q w 0 LL Q U LT 0 V/ L TP Load Reduction Required (lb/yr) 1.29 IOB NO. 48757 SHEET NO. C6. z ,�pLTH of Z CLINT W. l%, S FFLET > Lie. N 513116 4� 10 25 2021 ;: ,,I �ejO�N♦N�G�� ^� E 0 0 U N � N 0 > E W ai E w w 3 Q LL o 3 p LL - ROUTE PROJECT Crozet Self Storage DESIGNER: KAM DATE 1012512021 W 0 CHECKED: UNITSENGLISH Q J V °MO Z d J - V7 O N M o ry a W w 3 O x cn W Rt o¢ 6LL p Un i 0 ry Z Fv<M O C Ol N r n 0 on N W W M d � O W H 11 N O 2 (7 O 2 F p W W W 2 Q Q Z O in DATE 1012512021 O } DRAWN BY K. FLYNN • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 48757-STRM PROJECT: Crozet Self Storage Designed by: 1 "=40' STORM SEWER DESIGN COMPUTATIONS LOCATION: • COUNTY: Albemarle Checked by: • STORM FREQUENCY 10 UNITS ENGLISH V/ z O H1 w U Q z U 0 (D 48757-STRM PROJECT: Crozet Self Storage DESIGNED BY: V / w HYDRAULIC GRADE LINE ANALYSIS LL } C � G Checked: z INCIDENCE PROBABILITY 10 Year w O w J W � Q NJ C O Q G U w Q C� G �O VI JOB NO. 48757 SHEET NO. C6.3 Back/Et. rco f INLET O CJ '� c� V 6 � (ia` O � G: .S � � O � �". 5 �• C d va 6 m _ va ' � � � F rn U o O •2 C Sa Inlets Only V]�'' � ''�'' � ZC C � 202 DI-3C 5.000 0.390 0.90 0.351 Back/I,t. 0.000'RIGHT 0.351 4 1.404 O 0.0200 0.0200 5.231 2.000 0.3523 0.0833 4.165 3.52 Back/Lt. O 4 O O AheadBt. 1.404 0.0200 8 1.404 1.683 0.160 0.333 0.48048 3.683 7.015 Weir Flow 204 DI-3C 10.000 0.590 O.SO 0.472 Back/Lt. 0.000'RIGHT 0.472 4 1.888 O 0.0200 0.0200 6.286 2.000 0.3182 0.0833 4.165 3.52 Back/Lt. O 4 O O Ahead/Rt. 1.888 0.0200 10 1.888 1.845 0.160 0.333 0.48048 3.845 7.686 Weir Flow 206 DI-3B 4.000 0.390 0.62 0.2415 Back/Lt. 0.000-RIGHT 0.242 4 0.968 O O.O100 0.0360 3.865 2.000 0.5175 0.0833 2.3139 3.14 Back/Lt. O 4 O O AUead/Rt. 0.968 0.0100 4 0.965 1.742 0.288 0.333 0.86486 3.742 4.032 Weir Flow 208 DI-1 1.000 O 4 O O Back/I k. 0.000'RIGH 0.490 0.50 0.245 Ahead/Rt. 0.245 4 0.98 O AUead/Rt. 0.950 0.0100 1.000 1 0.980 4.213 T > 8.0 ff 210 DI-1 2.000 0.240 0.37 0.0885 Back/L,t. 0.000-RIGHT O.OS9 4 0.356 O Back/Lt. O 4 O O AUead/Rt. 0.356 0.001 2.000 2 0.356 1.063 Weir Flow 212 DI-1 2.000 0.450 0.39 0.1755 Back/Lt. 0.000'RIGHT 0.176 4 0.704 O Back/L ,t. 0 4 0 o At,eaa/Izt. 0.704 0.001 2.000 2 0.704 1.675 T > 8.0 ff 302 DI-3B 4.000 0.070 0.90 0.063 Back/Lt. 0.000'RIGHT 0.063 4 0.252 O 0.0200 0.0200 1.514 2.000 1.321 0.0833 4.165 3.52 PIPE NO FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/I-Ir (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Die. Or Span/Rise) In. (14) SHAPE Capacity CFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIME Min. (17) REMARKS (18) INCRE- MENT (5) ACCUM- ULATED (6) ADDTL CA UPPER END (10) LOWER END (11) REFERENCE (1) STA. REFERENCE (2) STA 101 102 100 0.000 0.000 0.000 2.090 2.090 6.000 6.230 13.021 666.400 659.080 77.748 0.094 18.000 Circular 34.910 0.013 18.353 0.071 211 212 210 0.450 0.390 0.176 0.176 0.000 6.000 6.230 1.093 669.643 667.590 4L056 0.050 15.000 Circular 15.644 0.000 7.352 0.093 209 210 204 0.240 0.370 0.089 0.264 0.000 6.093 6.203 1.639 667.489 667.360 12.917 0.010 15.000 Circular 6.996 0.001 4.664 0.046 207 208 206 0.490 0.500 0.245 0.245 0.000 6.000 6.230 1.526 668.063 667.630 86.614 0.005 12.000 Circular 2.728 0.002 3.579 0.403 205 206 204 0.390 0.620 0.242 0.487 0.000 6.403 6.114 2.976 667.526 667.260 53.289 0.005 15.000 Circular 4.947 0.002 4.226 0.210 203 204 202 0.590 0.790 0.466 1.217 0.000 6.613 6.055 7.370 667.160 666.990 34.004 0.005 18.000 Circular 8.045 0.004 5.176 0.109 201 202 200 0.390 0.900 0.351 1.568 0.000 6.723 6.025 9.449 666.887 666.800 17.434 0.005 21.000 Circular 12.136 0.003 5.590 0.052 301 302 300 0.070 0.900 0.063 0.063 0.000 6.000 6.230 0.392 666.970 666.755 21.446 0.010 15.000 Circular 6.996 0.000 3.081 0.116 INLET OR INLET STATION OUTLET WATER SURFACE DIA. PIPE Do DESIGN DISCH. Qo LENGTH PIPE Lo FRICTION SLOPE, Sfo FRICTION LOSS Hf JUNCTION LOSS FINAL H Inlet Water Su Rim Comments Vo Ho Qi Vi QiVi Vi'22g Hi Angle HD Ht 1.3 Ht 0.5 Ht L ,�pLTH of •� CLINT W. 2i •�L S FFLET` >? r; o \ Lie. N 51356 4 • o O N 204: DI-3C 10 ft Throat rn 10 25 2021 �04 �;: N N (p C O STA 10+00.00 S �('j` \� 202: DI-3C 8 ft Throat o N M 206: DI-3B 4 ft Throat '� o00 TOP 670.33 N m r-Lq /ram �O!1 AL �\•\ STA 10+23.08 U P, (Mn � n ro STA 11+10.37 m (O INV IN 667.26 (205) + o [212: DI-1 TOP 670.33 Cl) + o m m TOP 671.02 iv INV IN 667.36 (209) 0 o m z p STA 10+53.97 INV IN 666.99 (203) O o (O Z Z O INV IN 667.63 (207) Q a O INV OUT 667.16 (203) o a0 > > TOP 675.50 INV OUT 666.89 (201) H p z z z INV OUT 667.53 (205) N � FO z (� to H ? ? INV OUT 669.64 (211) 0 0 680 N O ~ - - - 680 680 680 N N C > E w a E w w 3 Q a o 3 p LL - wO `mom � V 2 z w -ui O 200: ES-1 for 21 inch Pipe a N a STA 10+05.65 Z F TOP 668.72 M x V) INV IN 666.80 (201) o < ? < Lu � i ry z Fv> O =" V) E� > W Lu M Lu 'nora� �HDK- vi O x c� 0 O x p w w w = a a � z O DATE 1012512021 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 0} DRAWN BY STR 200 - STR 208 STR 204 - STR 210 K. FLYNN HORIZ SCALE: V=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE 1 "=50' 100: DI-1 STA 10+00.00 102: 36" Cylinder TOP 665.99 STA 10+77.75 INV IN 659.08 (101) TOP 668.80 INV OUT 658.98 (EX. 18" RCP) INV OUT 666.40 (101) 675 675 300: ES-1 for 15 inch Pipe 302: DI-3B 4 ft Throat STA 10+06.16 STA 10+27.61 TOP 668.13 FTOP 670.95 INV I6 566.76 (301) INV OUT 666.9677(301) w 5b Z V/ O (DLu (n > LL NIZ �O J ,,Lu^ OU a V/ w J LLJ w N ca z Q� O a � Ln 0 U 9+50 10+00 11+00 9+50 10+00 11+00 11+50 STR 300 - STR 302 STR 100 - STR 102 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 5 JOB NO. 0 48757 0 50 PROFILE SCALE SHEET NO. C7.0 / 675 675 / PROPOSED EXISTIN / GRADE GRADE / 670 670 07 203 205 86. 1' OF 665 2 1 34.00' F 53.29' O 12" HDPE 665 21" HDP @ 0.50 660 660 655 655 PROPOSED GRADE 670 670 *301 665 OF 665 15" HDP EXISTING @ 1.00% GRADE 660 660 655 655 EXISTING GRADE 675 675 PROPOSED GRADE / 670 670 211 F 15� Dob 5 665 665 209 12.92' OF 15" HDPE 1.00% 660 660 655 655 PROPOSED GRADE 670 670 665 665 � EXIS ING 660 � GRA �• E 660 655 655 650 650 NAIL SET BROWNSVILLE RD STATE RTE. 751 30' PRESCRIPTIVE RIW — —6"W— NAIL PlTL SET FND 140.57' N89°59'30"E N85°0000"E EOP (11) ILE SAT (12) ITE NLA (5) CER FOR _ — — 8 (10) ILE BUR/ (11) ILE BUR (11) ILE SAT - - (3) NYS SYL {� / JFO— OHP— OHP OHP- / - HP O— OHP HP O �OHP 111 lilt II I I I II • / I II 11 1 cp / 1 1 I I I � I II I (3) CER FOR 111 1 • � (1) JUN EAS I I 1 I I (11) ITE NLA I III 1�1 l P, (3) JUN EAS O r I I(2) CER FOR — _ co 3 IIIC) m >Avv ---- I ml - I K / (7)1 ILE BUR �yW7 200.80 EXISTING / BOUNDARY LINE 6„w_ ROD NAIL \ FN D. SET (1) MAG SINE \ / (27) ILE BUR I UFO— - - - - rye. PLANT SCHEDULE TREES BOTANICAL NAME NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS TIL GSP TILIA CORDATA'GREENSPIRE' EVERGREEN TREE BOTANICAL NAME ILE SAT ILEX OPACA'SATYR HILL' JUN EAS JUNIPERUS VIRGINIANA FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS •FOREST PANSY'TM COR FLO CORNUS FLORIDA MAG SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME FOT GAR FOTHERGILLA GARDENII ILE BUR ILEX CORNUTA'BURFORDII NANN ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE NLA ITEA VIRGINICA'LITTLE HENRY GROUND COVERS _[3OTAICAL NAME HYP CAL I HYPERICUM CALYCINUM P _ - - - - - - - - - - - II 679 \ ROD FND. • - - \ Prp _ - • \ \ \ \ NAIL \ � SET NAIL i (16) ILE WIN \ \ \ \ \ \ \\ \ SET \ (45) HYP CAL \ \ \ \ \ \ - � (2) QUE PHE, \ \ (_ v v �6) MAG SINE 6� 68) HYP CAL , NYS SY- L NAIL (47) HYP CAL �I � I (2) QUE PHE (79) HYP CAL / II (28) ILE GLA �S 676 I � I I I 1 I 1 (47) HYP CAL _ / O \cr0 0� ----------------- 1 ---66 O / (5) TIL GSP • CJ' - - - - - - - - - - - - - - - - - - - - - - - - - (5) FOT GAR', 67 (14) ITE NLA • � �(2) CER FOR- 151 FOT AGAR TV . O. B. / 6 ® -0 (6) COR FLOC - -d - I \ ROD 1 ,. -- 12" W 12" W - - TV SEA- UGT= - — — UGT— — - — — UGT— — TV — UGT— UG6T69 ROCKFISH GAP TPKE N (17) ILE BUR NAIL \ SET i / 6�9 (13) PLA OCC- AQ — - - -� _ / A ` � , - _� ' - � -(5) CDR FLOI ---1 �- _ �EOP -- - - - --- — —670— \'------- I / - - U.S. ROUTE 250 - \ VARIABLE WIDTH RAN II II I 41 ------------------ \ / STORM CULVERT i II III III � — — I 1 / 1 1 � I 1 / � I I 1 I I 1 1 \ I 1 \ I ' II II I — — -- — — — — — — — — — — — — — — — — — — — — — — — — — II STORM CULVERT II II lJ co SCALE 1"=20' 0 20' 40' IK W. H,I�III Wo. 1 10/21 /2021 ^� E 0 0 u N � N = > E v E w 3 � w w Q LL o 3 p LL - wO `mom � V oMo z a - n .. O 00 (7 W N d v� 3o'x U) w Ln = ry z O Fva� Lr;_ m w .Nr w W M � a� 00 �H x c� 0 F p w L w H Q z O 0 0 am O ce c9 DATE 1010112021 DRAWN BY HANCOCK DESIGNED BY -HANCOCK CHECKED BY -. HANCOCK SCALE 1" = 20' Lu V �zz z o J > } z W J w UP) o w U w NJ 2 mz Q /O LL U JOB NO. 48757 SHEET NO. L1.0 L M NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUE 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH PRUNE 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT =W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT canopy (sf) NYS SYL 8 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 1,216 PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B 19,175 QUE PHE 4 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 2,105 TIL GSP 5 TILIA CORDATA'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 3.5" CAL. B&B 1,645 EVERGREEN TREE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE SAT 22 ILEX OPACA'SATYR HILL' SATYR HILL AMERICAN HOLLY 6'-7' HT. B&B 1,232 JUN EAS 4 JUNIPERUS VIRGIN IANA EASTERN REDCEDAR 6' HT. B&B 64 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 12 CERCIS CANADENSIS FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 1,488 COR FLO 15 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 1,860 MAG SINE 7 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. B&B 791 TOTAL = 29,576 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING FOT GAR 10 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD. CONTAINER 48" ox. ILE BUR 72 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" ox. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" ox. ILE WIN 16 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48" ox. ITE NLA 44 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HYP CAL 1286 1 HYPERICUM CALYCINUM I CREEPING ST. JOHN'S WORT 4" POT I CONTAINER 18" O.C. LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 13 LARGE TREES ROCKFISH GAP TPKE 470 LF WITH INTERSPERSED 470/35 = 13.4 13 LARGE TREES 15 FLOWERING TREES FLOWERING TREES 1 LG TREE PER 35 LF 5 LARGE TREES CROZET AVE 167 LF WITH INTERSPERSED 167135 = 4.7 5 LARGE TREES 6 FLOWERING TREES FLOWERING TREES LANDSCAPING OF PARKING AREAS per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 14 PARKING SPACES 14/10 = 1.4 1 LG. SHADE TREE 2 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 6,922 SF 6,922 x .05 = 346 SF 346 SF 710 SF TREE COVER CALCULATIONS per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.56 AC (GROSS SITE 10%COVER 2.56 AC x .1 = 0.256 AC 11,151 SF 29,576 SF AREA) = 11,151 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12'. -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. KW.H�CpCiIII �o. 1 10/21 /2021 m E 0 0 M U N Vi N 0 > E w v E w w 3 Q U- o 3 w — wp O `mom a' W L M Q<_j U00 w J —N M LU N U U W U1 � 30'x 9 w 6LL CQ =v V) _ N =v �M F ¢ . c Lr' 0M N W M a� o w z O a_ Cr U LU w 0 z O N > w w 0 DATE 1010112021 DRAWN BY F. HANCOCK DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=50' V 1 J W I --I < Qw Q 0 z 0 "z V/ > Q LL z (n J UJ =) OU W (n LU 0 <z Ui Lu LU N 0 Q oC U U 0 z Q J L SHRUB PLANTING JOB NO. 48757 SHEET NO. L2.0