Loading...
HomeMy WebLinkAboutSDP202100076 Plan - Submittal (First) Major Amendment, Final Site Plan 2021-09-10NOTES TAX MAP PARCEL AND OWNER INFO: EXISTING ZONING: MAGISTERIAL DISTRICT: EXISTING AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: LIMITS OF DISTURBANCE: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 RA-RURALAREA SPECIAL USE PERMIT SP2018-001 R I VAN NA PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. 0.87 AC 1.07 AC 1.75 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: DATUM: REQUIRED YARDS (MINIMUM): PARKING SETBACK: PROPOSED USE: TUCK MAPPING SOLUTION, INC 4632 AERIAL WAY BIG STONE GAP, VA 24219 276-523-4669 PROJECT #: L17-10405 INFRAMAP CORP 10365 CEDAR LANE GLEN ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 KESWICK FAMILY POOL MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA 9/10/2021 SITE LOCATION TT 616 N6 nl lod Keswick Hall FOX HILL ROYAL ACRES Em xso TIMMONS GROUP 28 IMPERIAL DRIVE IGHTS MAGRUDER �u STAUNTON, VA 24401 540-885-0920 PROJECT #: 40241 HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 FRONT: 75 FT SIDE: 25 FT REAR: 35FT 25 FT POOL HOUSE 3,500 SF BAR 250 SF TENNIS PRO SHOP 660 SF SWIMMING POOL 3,700 SF 2 PICKLEBALL COURTS BUILDING HEIGHT: 35 FEET MAX EXISTING PARKING: 22 SPACES PARKING REQUIRED FOR NEW DEVELOPMENT: SWIMMING POOL (1 SPACE PER 125 SF OF WATER AREA) = 30 SPACES RESTAURANT (13 SPACES PER 1,000 SF OF GFA) = 3 SPACES RETAIL (1 SPACES PER 100 SF OF RETAIL SALES AREA FOR FIRST 5,000 SF) = 7 SPACES 30 + 3 + 7 = 40 SPACES REQUIRED TOTAL POST DEVELOPMENT PARKING PROVIDED: TOTAL PROVIDED = 46 SPACES (INCLUDING ADA SPACES) ADA PARKING REQUIRED: 1 STANDARD SPACES + 1 VAN SPACES = 2 TOTAL SPACES ADA PARKING PROVIDED: LOADING SPACES PROVIDED: WETLAND IMPACTS: UTILITIES: DRAINAGE DISTRICT: 2 VAN SPACES = 2 TOTAL SPACES NONE NONE PRIVATE CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHEAST AND SOUTHWEST SIDE OF THE PROJECT AREA. NO IMPACTS TO CRITICAL SLOPES ARE PROPOSED. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. Keswick FITZWOOD VICINITY MAP 1"=2000' 665 bas DEVELOPER: HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 CONTACT: JOHN TREVENEN TELEPHONE: 434-923-4300 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 616 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C6.3 PERMEABLE PAVEMENT DRAINAGE AREA MAP C6.4 INLET DRAINAGE AREA MAP C6.5 STORMWATER DESIGN TABLES AND CALCULATIONS C7.0 STORM AND UTILITY PROFILES C7.1 STORM AND UTILITY PROFILES 11.10 MATERIALS PLAN L3.10 PLANTING PLAN L5.00 DETAILS L5.10 PLANTING DETAILS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT. PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION :1110]g9dlCiiLTA lg111 TOTAL: 24 SHEETS APPROVAL DATE CRAIGVT J. KGrARSKI> ]Lic. No. 0402048507 6P(, 09/10/21 r•� z O i f w 0 DATE 9/10/2021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE N.A 1= 0 1 1; > O 0 z � r p U w 0 > o N U. w J a 0 0 U L w 3 Um I-4 a 0 ^ E V ) a W F 0 0 I@ H JOB NO. 40241 SHEET NO. C0.0 0 2 3 0 0 0 0 a d E LEGEND ROADS SEWER - TRAFFIC STOP BAR mSTORM S ------ EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. 6-SAN-0-0 PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER DRY CURB & GUTTER - EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH R g• yy PROPOSED VALVE - JUTE MESH DITCH TF g• yy PROPOSED TAPPING SLEEVE CENTERLINE OF DITCH T 1 PROPOSED FIRE HYDRANT (COMPLETE) { BENCH MARK GRADING CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 10 PARKING COUNT 0 CRITICAL SLOPES JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING' PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER LNES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 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 50150 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/1 OOSF. 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) GENERAL NOTES 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 (PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES) AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 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. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. ALBEMARLE COUNTY - CRITICAL SLOPES DISTURBANCE WAIVER 1. A CRITICAL SLOPES DISTURBANCE WAIVER, SE202100012, WAS APPROVED WITH CONDITIONS BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON MAY 5, 2021. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). _ b-L7, U CRAIG W. J. KOTARSKI > Lic. No. 0402048507 7'n 09/ 10/ 21 M E 0 N OV N C > E w a E < w i 3 LL LL o 3 w O L M Q J U OW W J -N U) N N v z F v v X ��U_ 04 D v U) X N N = U > Lri N � M OJ J Uri O x c� O x F 0 w w_ U Z O W 0 0 r•� F� H Z 0 a iY U to w 0 Z O in w DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE N.A V/ a Q J o c J Q M I� g L1J C QO U `o w LL J C6 .2 3 Q ��1) v c UJI Y LLJ co U �"' 0 � o co o0 0 Q 2Z a 0 o c E o a w �N V a0 LU 0 w ` , i 0 Z 2 $ 0 ro p 2, N N �N X 0 0. m 6 = 2 �N O = �8 E `o E M d6 06 a c Mc 1O a h o JOB NO Mn 40241 m o c o SHEET NO. o. o C1.0 u E g iLT11 ®CRAIGWJ. KOTARSKI > CONCRETE BUMPER BLOCK 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) HANDICAP SIGN LOCATION (TYP.)�� Lic.No. 0402048507 d 09/10/21 g Cs TONAL VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 8" TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% / m, X¢ \ \�/ 4" 3,000 PSI AIR -ENTRAINED CONCRETE ZCOM'PACTEDSUBGRADE 4" TYPE 21 B STONE COVER 4 .. , . DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE "UVA CANVAS" 0 0 0 EOP FACE OF CURB PAINTED PER 2% MAX. 18' 18, 4„ VDOT 4„ SPEC. PAINTED STRIPE (TYPICAL) 8' 5' 8' 8' 8' {�� TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE RESERVED RESERVED PAWM PAWM R3JALTr PBJALTY $I00 E500 RE 1100 5500 RrE TOW AWAY ZOPE TOWAWAYZOIE VAN 6' ABOVE ACC E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGNLn SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. SIGN STD. U POST GALVANIZED 6' DRIVENO BE "'o E rn $ N N o w v E = � w 3 a �w U. t ^, w J N a > o N c0 W M z ~ = X Ln o ¢ =u > ° ~ � ui N o v o w D ~ o a v Q o w TYPICAL PARKING SPACE DETAILS No Scale III —III— IIIIII—III R= %a' d 1 CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) `' 4_ ; ;•` " ;.'e '.. EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER CONC. WALK o x 0 x F > p > w ao ADA PARKING SIGNS SIGN AND POST DETAIL No Scale No Scale �� a SAWCUT THROUGH a MATCH EX. CROSS NOTE: PROPOSED � PAVEMENT MUST TIE U CO SURFACE x. SLOPEUNLESSOTHERWISE IN WITH EXISTING x COURSE w SPECIFIED ON PLANS PAVEMENT w &REMOVE PAVEMENT PROPOSED 2' MIN. SURFACE 2.,+ _ COURSE EXISTING PAVEMENT i, �\���//\���\�����\���\�\���\�� ��\�\���\�� COMPACTED SUBGRADE 4" 21-B STONE DATE 911012021 CONCRETE SIDEWALK JOINT DETAIL DRAWN BY J. DENKO No Scale • • • 7-1/2" 6' LENGTH 0.5' FROM EP 5„ DESIGNED BY J. DENKO CHECKED BY CONCRETE SIDEWALK PAVEMENT SECTION No Scale ...................................... MILL EX. SURFACE COURSE BASE COURSE SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE • • • C. KOTARSKI SCALE N.A 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21 B AGGREGATE BASE COURSE ANCHOR WITH 5REBAR IMBEDDED 24" IN GROUND; G PAVEMENT REPLACEMENT JOINT DETAIL No Scale 2 PER WHEEL STOP COMPACTED SUBGRADE SIG NAG E NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH PRECAST CONCRETE WHEEL STOP DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: No Scale TOP OF CURB \/\/\ �j\\j\\j /�\\/�\\ \ \ 18' * \ \ ' �� � � \\\ \\\ �j ��j \ \ \ 4" R=2" ° :u _° d: s'° .. 'd ° BASE VDOT A-3 CONCRETE CONTINUE 21B STONE °. ° . a. BASE FROM ADJACENT PAVEMENT SECTION .e UNDER CURB UB BASE). ................... LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 2' FROM FACE OF CURB 7-1/2" 6' LENGTH//\\//\\ 5 ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale 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 NP) STOP ( 12' STD. (VARIES) R1-1 0 J O O a Q J > z O u w m U Q ~ J -I W 0 w 0 z *THE DEPTH OF CURB MAY BE REDUCED AS DEPTH) OR MUCH AS 3" INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE PAVEMENT OF THE SUBSTRUCTURE. OTHERWISE, THE DETH IS TO BE 18" AS SHOWN. VDOT STANDARD CG-2 CURB No Scale NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 2 SOLID WHITE LINE 6 //�//�//�/// A\/A /.\/�\\//� RIVER STONE (12" DEPTH) 4" PVC PERFORATED UNDERDRAIN GEOTEXTILE FABRIC 2' 2' (TYP.) (TYP.) DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL PRE-TREATEMENT FILTER STRIP DETAIL FOR PAVERS STRIPING AND SIGNAGE DETAIL JOB NO. 40241 No Scale No Scale SHEET NO. C1.1 m aL m m c 0 w 0 3 a v 0 oo n0 �Z 00 o 2 m- E o a w 0 m m a11 0 w 0 0 Z 0. d 2 a F w 0 o a � m 2 Z Y m m J N X C 0.0 m 6 2 2N O o m 0 E M 0 m 06 a � c !° �a 0 m 00 m � m 2 m m m = =s m 5E h w _ E PSI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI ls INTIAL BACKFILL* MIN 8" (6 LIFTS) EMBEDMENT E * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE O MUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 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 DI-3A 39, 3C III SEWER SERVICE LATERAL CONNECTION NOTES: PLACE 5' GALVANIZED " WITNESS " POST WITH 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE CAPPED ENDS PAINTED BLUE IN REMOTE AREAS JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. AND No INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE _ 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, , LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE d. TO HIGHWAY DEPARTMENT APPROVAL. VARIES TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. -------Ip•s FINISHED GRADE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 5' BE CONNECTED USING A PIPE SADDLE. -,--SO-5' �- 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN o `N DIAMETER OF 4". I ADJUSTABLE TRAFFIC RATED 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER II I I VALVE BOX W/ LID OF 3 FEET. 7TR u Z WATER SEWER LT EATEDD d o M /(GAS, FINISHED GROUND MARKER N d LOCATION OF OTHER UTILITIES ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM M.J. GATE VALVE WATER & SEWER 30' MINIMUM PLUG END OF -P. = _ . _ _ MAIN LINE SERVICE LATERAL SECTION 45'O'0" �E SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. WATER LINE d 1' b 1 I UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 2500 P.S.I. 90' TO THE RIGHT OF WAY, IN LINE WYE-TEE CONCRETE c 2'x 2' BEARING AREA. PLAN THRUST BLOCK 4 a. VARIES d •a � d SEWER SERVICE LATERAL CONNECTION UTILITY LOCATIONS & EASEMENT WIDTHS NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. N.T.S. NTS FIG. S-2 FIG. W-1 TYPICAL GATE VALVE NTS FIG. W-5 EXPANSION KEYED CONST. SMS D. JOINT M m S BAR 2.I si ARS 2� w= SECTION A -A /- KEYED CONEY. JOINT A LBARS F BARS E4N3" DIAMETER BARS E WEEP HOLE FRONT ELEVATION Baas F •• I'-6" 6'• BARS B - - (GUTTER REMOVED) 1/4' 3'-D" sK'/;' BENT PLATE - SECTION B-B B.. B• .....: d4 .:�°.:. •. N Z TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 • CCJ STANDARDS. -°°_ L2 aa X2 ii % TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 d CC-6 STANDARDS. - TYPE /1 TYPE A TYPE B /2 X 4" STUD SHEAR CONNECTOR WELDED C&NPLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND S TO BE ANCHORED'C-C.WITH I/t' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" R. PAVEMENT DI-3Au DI-3B L DI-3C L T;.. .� WARPED PAVEMENT I H EE W - - E: FLOW I FLOW •• ,� 1 1 I DETAIL WHEN USED FOR USE ON CRNY:S ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRIC& XVDOT I SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) " 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3"CONCRETE COLLAR RUSHED STONE BEDDING DI CLEANOUT PLUG AT END OFLINE CLEANOUT DETAIL No Scale HALF PLAN VIEW MH-1 W&L THICKNES Li 1 SEE STADARAI) SL-1 FOR APPLICMLITY OF SAFETY SLABS. B B I STANDARD MH-1 • ERNE COVER NOT E' THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER L ADJUSTMENT COVER AND FRAMTO A - E GRADE THE USE OF MORTAR OR - - BRICK M DIRECTED BY THE ENGINEER. I $ • - • T:, FLAT SLAB TOP AS DETAILED ON STANDARD T-MMAY BY STANDARDH-2 4'TO" R TAP SSOJIBSTITURTED ECTION WHEN ED BY ; i THE ENGINEER. HALF SECTION A -A ST'D. ST-1 ': (WITH FRAME AND COVER REMOVED3 A�� , �'� BRICK CONCRETE UM • BEVEL NOTES - rc o�W 1. QUANTITIES SHOWN ARE FOR MANHOLE S! Ie> WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO -I��N NYfiIIW� .NEW RAN ����� n Hill P/,M=��� Ye iiiv vu���� • TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 0.785 3.005 11 1.9 0.970 3.455 12 22 0.970 3.817 13 2.5 0.970 1 4.179 14 2.8 0.970 1 4.541 15 3.1 0.970 4.903 18 3.4 0.970 5.21 17 4.0 1.173 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE QUANTITIES. 2.A BASE THMXONEIS OF 9" WAS USED N COMPUTING CONCRETE OUANTNES. J. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ME USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE GLASS A3. 7. WHEN SPECIFIED ON FLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCEE14TAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND B� STANDARDS REVISION DATE SHEET 1 OF 5 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.01 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1.2) INTEGMTED DUCTILE IRON FRMELGRATETO MATCH BASIN OD. 1SMINWIDTHGUIDELINE SMINTHICKNESSGUIDELINE MINIMUMPIPEBURIVL DEPTHPFRPIPE (3) VARIABLE INVEREFEEGHiS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSRAEOFF) (MN. MANUFACTURING HE ADAPTER (d O TRAFFIC LOADS: CONCRETE SCAN DIMENSIONSATE FOR REV. SAME AS MIN. SUMP) MGUSS GUIDELINE PURPOSES ONLY ACTUAL CONCRETE BLAB MUST BE VMANRV-BV DESIGNED TAXING INTO CONSIDERATION LOCAL SOIL CONDITIONS, IDCDRDNGTO TRAFFIC LOADING, d OTHER APPLICABLE DESIGN FACTORS. DUMB SEE DRAWING NO. TOM 110-111 FOR NON TRAFFIC INST&LATON. (3) VARIMLESU PEEPIH }r ACCORDINGTOPIANS 1' (S MIN. ON S-N•, 1S MIN. ON 3S (4) VARIDE TYPES OF INLET d OUTETADAPIERS v%AB�M W 4•MIN ON EASEDONMANUFACNRINGRFA.) AVAILABLE: 1°-3SFgNCDNRUDATEDRDPE :i(!.IM SMIN13V (ADS N-INHMCOR DU& WALL, ADSRLANCCR SINGLE WA-L),N-12 HP, FIND ¢WIIi(EX ROD 35), PVCDWV(FX: SCH40BPJCC99CIC9D5, CORRUGATED d RIBBED PVC WATERTIGHFDINT THE BAGUILL MATERI& SH&L BE CRUSHED STONE OR OTHER (CORRUGATED HD�PIESH`1O'AN) GFUNUMMATERIAL MEETING THE REQUIREMENTS OF CLASS I, 5-90' CUASS FACE DRAINAGE INLETS BEDDIN.ORCLA08III FORSR& ASURFAC DEFINEDRNA IN INEN LETS SHALL BEDDING 8 ERCKFILL BE WITH PLACED d COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02121. D UNIFORMLY ^^ 1- HE- MESTM. GRATES SXMLE EUCIEE IRON F£RA41M UNG GRA➢E]Ab6S ] -1Y-BY ISSUES STRUT BE DUCTILE IR"I FERMMAiIX GALE SOMP15 CA1V STANDARD GRATES FIT DIRECTLY ONTO MIN &WNSRNRH THE LSECFAPVC B]DYTW, SEEDRAWINGNO.DAH-I1PGM. S - MIN BMNTOECUVOM MiNUFACNREDA CORDINGTORAN DETAILG. RISERBMENEEOEDFORROSINS0 F 1HEDIE10SHI""G RESTRICTIONS. SEEDMWINGNO..1-110f&5. THIGPRINT DISCLOSESSUSJECTLMTTER INMICH SUMMIT ED NATFAML MMWAKIAAVE 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS S. CMFORSTO NAO%AST HAS FRE IETRY RIGHTi. THERECEIT BUFDW,WSOMS A DK12FORC RUGATEDHDF (CSN42NMCORWNWNI), ORPOSSESSICNOFTHISPRIMOOESNOTCONFER MT: RIMS PTNITBISS'63M3 DR,HP, B PVCSEWERIA'-201. 1EPNSFER, OR LICENSE THE USE OF THE DESIGN OR Ny1 t iMll']0)SIbNN 5 MAPTERSCANDEMOU TEDGNMYMDEO'TOSBT.TOEEERMINE TECHNICPI INFDRMOTCN SHOWN HEREIN pEVISEOBY XMN MWECi XOM"IE I '^YNP,WNAgn MINIMUM MGLEBETWEENA IRESSEDRAWNGNOSMI1D012. REPRODUCTION OF THIS PRINT OR MYIXFCPMATICX ROE 6-13"- 30-STANGMOGRATESSN MEUT LOIDMTI"1 CONTAINED HEREIN OR MMUFAQURE OF MY DArt py111B "MNINM """ro"111E ]- d81VS1MGMGGMTESMEUMDFDiW"WVIA TGNS MTCLENEREFRMFORTXEDISDOSURETOOTNENS QUICK SIF11IX81A1INSEAU41KN CETML MLY:H000NGETECDINi NEEDEDFCPLICMDUTMTING ISFORNUOM.PERMISSIONF OMNYLBYBPECIFIC WRITTEN " DING B'E A SCALE 1:0 SHEET IOF1 DWGXQ IN1-1161H REV N PERMISSION FROM NYW RATT. IS-1 SHAPE TO ELEVATION OF ND -POINT OF LARGEST PIPE. I - E TO CONTOUR I I ' OF PIPE I I I I I I / OF OUTLET PAN TO INVERT SECTION A -A TRANSITION BETWEEN PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF PIPES ME ENCOUNTERED. e NOTES;An/ SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITHTHIS DRAWING IS TO APPLY TO THIOSE STRUCTURES SPECIFED \ SLOPE TO DEAN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF ` TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.THE NVERT SHAPING N DETAILED HEREON IS TO CCLAST OF APORTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS CI,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEALS OF HMO TROWELLNG. NONE OF THE COHSE AGGREGATE SHELL REMNN EXPOSED. • , DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXAMPLE - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION MD FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES `VHF SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION GATE MANHOLE & INLET INVERTS 302 w7o-a VIRGINIA DEPARTMENT OF TRANSPORTATION NYLOPLAST DRAIN BASIN WITH DOME GRATE T. 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUMPIFEBURIPL DEPTH PER FIFE (5) ADAPIFRMGLES VARMEE MANUFACTURER 0--350PA000RONGTOHMS (W VARIABIB INVERTIESM1T8 RECOMMENDATION AVAIUBIEW,OORDINGTO (MIN. MANUFACTURING PLWSMAEOFFIT REO.SAMEMMIN.SUM•P) g.. (3) VMIABLESULP DEPRI ACCORDINGTOHAM J (4)VARIOUS TI'PES OF INIETdOURETnnAI>TFHE II�, F (VMIN.ONB'-2P,IPMIKONSV AVAILABLE:1'-30'FORCCRRUGATEOHDE I11My 4'MIN OM O'-M' WED ON MANUFACTURING RED.) (MS N-12MMCORDUALWALL,ACSMANCOR IMF SHIN OMI3V SINGLE WA-L), N-12 HP, PVCSEWER (E%'. BES SE), PMCDWV(EK SCH 40), PVC C90CIC90 , CORRUGATED d RIBBED PVC WATERTIGHFDINT THE BACKFILL IMTERI&SH&LBECRUSHEDSIONEOROIHER (CONRUGATEO HDFESHO'AN) G ULARMMMRIALMEETINGTHEREpNIREMEMSOFCTASSI, S-3S CMII,OBEDDING A BACITIOLL FORSUI&MDEFINED IN ASTM SHALL BEDDINGb COMPACTED FOR SURFACE DRAINAGEINLETS ITHALBE PIACEDB COMPACTED UNIFORMLY IN ACCORDANCE WITH PSIMD2121. 1 -C'9P DOME GRATES SXIIL BE NKTLE IRQI IERASTMM'R ORME ICX 05 2- V617CL"EGMTESFIiCMO EDMINRVIH9WTHTEUSE RAPVCROBY TOP. EEOPAWINONGTNI-110g6 S-pNINBASINTOECUSMOMMMUFAC'NRSDA60RDINGTORM THIS PRINT DISCLOSES SU&ECi1MTTER IN WHICH OMWX SY @C WIFRWL 31SOVERONLAYE DETALS."SEMMENEEEDFg MIN80 WMEIDGHIRHG NYLOPIAST HAS PROPRIETMY RIGHTS THE RECEIPT ENWDVIN IE RESTRICTIONS. EEgUWINGHO.NH-11GAS OR POSSESSION OF THE PRIM DOES NOT CONFER DATE N4]MB PNXI1109333M3 4- DRANN£CGNNECDMSTUB-CNTTIGHTNMS LCGNFORMTO TFPNSFER ORLICENEETXEUSEC£TXEDESIGNOR N�T1 t NOLTTN9323180 TECXNICPL INFDRMATIGNSNOWN HEREIN gEVI5E0 BY WIN PRWECL NOMAME ✓ w^'MIOPXN'"'w' ASM6912FgLCDiRUGMHE-MSNI2 CORWP1 WNy, REPRODUCTION OF THIS PRINTORANY INFORM1MTIM N12HP ENvE P- TIME APwa ( N1 SMARFRSCM BENDMTM6I NIYMDEB'iO AT. TOO HDRNNE CONTAINEDXEREIN.ORMANUFACTUREOFMY ATE 0Y1116 CpNX &NM WITHBOLEdME MNIMUMMDEBETWEFHMARDLSSEDEARNGNG]fGL110p1]. ARTICLE XEREFRW,FORiXEDI56WURET001XERB WICROIECIXBTALIAIIGN ETNL B - B'-W CONEGMTESMVENOLM➢MTXG. 14 FORBIDDEN EXCEPT BY SPECIFIC WNIITEN PERMISSIMMIXINYL6I.WT. n1PH/N OWGSBE A SCALE 1:9 SHER HK1 NW'ND TOHA10.1" .1 D 711 1 ' G� O � � U CRAIG W. J. KO'TARSKI > Lic. No. 0402048507 09110121 M E 0 N OV N IZ > E u3 a E �Lu i 3 LL 3 LL oM K O L M Q J U b W J -M1 d 111 N N v z Lu v X oa =� n = BIDN = U > � a Uric a, E' N U. M a� GO J � I- Lri 0 C7 0 0 LL w z 0 0 O Y CL O w Z O z F� H z 0 r a U Ln w 0 z O V) W Of Lu Q 0 DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE N.A J O O^ M v / J ? Q F- z Lu Q O LLJ J ,Cb Q V / 2: Lu U m l- QO I -I z V / Lu JOB NO. 40241 SHEET NO. C1.2 `O a JO D X aO N Dz c0 '6 2 O C M '6 E TO AS C N DL 0 0 LY D 'F (D $ 0. a N � D D p Z Y NO Lp J N X 0.0 D iG 5 2 h N C 4 N O E ED ED TO vO 6 � Nc M a O AO O .- M M 2 MN NJ V a. g AS ID 0 E co COLUMNS WID TO CL\ \ \ \ \ \ / — UGT—- /UGT-i— CHAIN / ,\ /�/\ /Y1 \ \ \ \\ VINEYARD \ \ / l�� _ / '��j \.0 77�AREA & ` \ / \ a /G `\ \`\ l /\ \\ \\I--/ I /4'GR TH !) C. DE \ ` AG REGAT EWALK zi \ ` \ \ / ` \ / l / l OP_ -- \ \ \ / G - 442, J , r \ \ \ G,( V� \ \ - J' 1 1 A I \ + \ \ \ \ _ /v / \ -E�OJC INSIDE OLD / / / 1 I r / TV PED. CA'TV CUTS.Gf SCALE V=20' / 0 20' 40' �\A-���--=1��_ ��__ ----_- ------ - ---- --- -- —JYy \ _l �X�' - __--- '- -.Y-•-- � — — — — _------- / ice/ / �\ TENNIS COURTS Zl \----'-'> //0' --_ - - -- r----- - /�_ // �W LMITSOF l T10 / DF 0 I - - - "IN / / / 'SDP-2020-73 / W, UNK / — \ \ r lWl SI SANITARYMH0. \ ` \ / \ m Oi✓ \ / i 439 a3s TOP=435.65 \ \G u / ASPHALT / / \ ^ - _ _ / \ / / \ , Z \/ I z / , � / / lNV 1N=427.76 \ \ \ \\ Y N \V IN Jd/ / p9� // INVOUT=427.02 BUMPER BLOCK / CHAIN LINK FENCE — — —1 \ / �z / \ /i�/ r 3 t I �P / (TYP) I / STORM GRATE \ - — � I K y�6\ Q- / / —g"SAN -� TOP=436.66 1 Y , / \ / Q{' \fJPL � �, C\ / —8"SAN � _ 8�, _- T/ / \Q�G 5 // / c>> INV OUT=434.70 \ / � / � \ GONG � 16"-8"SAN PIPE - /(APPEARS TO BE \\ -D / ' 438 STORM GRATE I \ �PJ I I \�`QC\N PGGR�xC/ / FROM BUILDING) /r' OOD _ _ - - - TOP-4,79.78 ` \ O[� / ✓i l �/ '� Q / /� 1 r a31' r ' lNl7OUT 4 � 7.68 - CIO - I _ _ / I / iLi�i 3 EO \ 3 I / \ \ PLAYGROUND VOLLEYBALL 5Y / - - \� EQUIPMENT NETPOSTS V%WWTEaAK / 1 ^,,�/ 4'WVHITE OAK a33' >5 1RUB AREA.430 430 TO BUILDING 12" WHITE OAK CbWVN LINKF / \�\ `\ \ \ \ \ '� \ EL@DOOR=438.08 SIDEWALK \ ` \ _ _ - / - / ' HITS OAK TO BUILDING F(STAMPED CONC)=438.13RPA -77 RPA \ \ \ `�\/ 1 STORYSTUCCO I ' / / X OX / STAMPED CONCRETE \) ` ) / / /' DPP BUILDING p STAMPED CONCRETE TO WALL LIGHTS _ , 'cs� / I / I I l / , / , , ' ' 000, , �0"WHITE OAK \ \ \ \ POOL \ / l / /.' . / l / / / 00, WPO BUFFER 1 TO BUILDINGWO l r ' RIP R/P � WALL BRICK WALL 4"DECIDUOUS 15"RCPSTO?M X' TOP=438.3 STAMPED CONCRETE W/ FLARED ENI7 lNV=426.f� FLOWER BED / \ \ TENNIS COURT/ t— p\ JG STAMPED CONCRETE / $NRU j�! .i.. ',..:/ i�. i . J�.' .' / r 50' WPO / \G \ \' 4i8JRRol�1 PE�I ICES �/ BUFFER/ / / 7 \ COVERED BRICKAREA \\�c / �\ ' \\\ \ / \ % / r' / % /.� / i yi ! r �r S�TBACK / TO POOL LIGHTS \c3 ^ i ' �/ %_' / �. '. % - _ � / / '. POOL O)O _ />. �_%. _.!%9% /' Q`L1 i` "i�%. \ / / / ' / / - \ / \ / l / a / 1 •T- 1 > \� _ / - -Q 1. !QZ i ,r.Y.✓..i ii_F. i.i.�/ - - / / /' / / _ / Ic- - -' \ I 0- .i r 1 l �� ✓\ \ \ / // i'/ �/ \ 1 1 I 1 m IQ! �:!/''�i ''' /'�/�7.�_��-.' // / �OU.�TY�GIS/ / / L 6'•DECI ` G . r' ./CRITICAL SCOPES \\,\w. \ \ I 'f �'>. .�. :�.i" _ / ' l ^ /- I / \//Y&LANDS,-- UG \ �' `. '��\_ __-�-- - - - - -- � ' / �' \ .� :. - \ I \ \ .429' .a21 U' / / I /42 G`t' ) ��l \ \\------'�I -'' � / �i' // \\ \✓/ \_\_,`_.� '��-__��_�.-��-OGT�-=-�.=:ice. '--�--'/R/". i'. �.^-�C-� /i. / � �\ � l /I 1 I / / y ��I �I �I y y A' _ `.� - - -_ M ER'� / '-\ �. __-- — � --� 425. TFMR#DL37 S ND ,� '\. (CIRCUITG0324) \ / ---100'WPO A23 ---� BUFFER 00-f LEGEND: I �f// /✓ yl I y y y y L t' — - / ` _ - ' 3 \ c' / ' — T — WETLANDS \ / / I / / / / / �\(/ - r / i / / // / � ALBEMARLE COUNTY GIS CRITICAL SLOPES J 1 I � I _ PERMEABLE PAVERS _7. v U CRAIG W. J. KOTARSKI > Lic. No. 0402048507 7'n 09/ 10/ 21 &�' ui O C7 0 x w Q z O V) 0 0 z O a V In w 0 z O V) w w 0 DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN J I Iw O n ` O m ,,^^ V/ ` a z� `} O a / J Q > H� F- c 1� Q C C Z z m G z a Qu U O `o L W J w < < 3 c Z a �x U m J /r o Q . Z ~ 2 X o c w m -6 m w � m m d0 W O N `v' 0 Z i Z m 0 m 2 a o Z Y J N X C 0.0 N 6 = 2 � h m C w `o E 0 06 �c Oa 0 o JOB NO. m .2 m6 40241 =2 �0 h SHEET N0. o. O C2. 0 t E E � N / J U ' WID TO V WIDE R j CHAIN G� +\I A\ \\\ \ \\1` / \ \ \ IRRI� \ HIV,, \\ ' \ `\ \ \\ \ \\ � l �I/I / / �\ iW _IreI.P. p _ '/ I /' / / J / NN 1 443 \ -X- \ \ _ _ _ / \ '� r / VINEYARD ` \qQ \J \e\V/ \ I /Y��,// \°GS�j G \ I AREA S \ \ I / , / lj� QL AFT?$ e I I 77�J AG REGAT EWALK i \ 3/' // / ' S 11 \ - 442, -E� J , \ \ \ G4 OS\ \ \ - , \ \ \ J / \ OJC INSIDE OLD A � / 1 I �'• TV PED. CA'TV CUTS. SCALE 1"=20' W r . .. '... �\ \ TENNIS COURTS ' \ \\ / 1 \\ \\\ \--- fi/p/---r----- /�__' / �--� •-'`�. _ - --\-_ LMTS OF Tl0 / / / /�� / I - '�J/yy , '/ // �'/ /'/ /. - \ / / DP 2020 73 4.1 S.N _ A /Y�YYY�' 4�6v ' Ot 00 -/ /. / � CHAIN LINK FENCE � 'O�',"(,'/ / / / — SN TG/6 �8"A-1 P-4 6 ./ �,/ �•/' / >- y C\\ 8 SA ,, q / f / 7 , r ;�410 - �61/ �G/. // „_8" SAN PIPE /. /IAPPEARS TO BE 438 i / FROM BUILDING -D STORM GRATE OjJ D ' _ _P '79.78 TOAI /INV GUT427.68 / \Q� REMOVE FENCE \ \ 5 \PLAYGROUND - \ / \ I / I VOLLEYBALL Y ' b3 � � ' ' , F\' K� \ ` \ � \ � � _ / \ /. / / / \ `2` 5 '� , - \ _ _ .EQUIPMENT NETPOSTS / I \ 14'WVHITE OAK SHRUB AREA REMOVE / 430 I r \ \ \ \ ` \\ \7 1 O�4Zcn \ TO BUILDING \ / \Gc \TREE(TYE) ^\ \" \ \ \ /I O CS. "° - J \ \ / / 12" WHITE OAK ' CbWN LINK / \\\ \ ` \ \ \ \ \ '� EL@DOOR=438.08 REMOVE SIDEWALKHITE OAK TO BUILDING . , I F(STAMPED CONC)=438.13 RPA REMOVE I _ ' J A ` `\ \ / / / / \ \\\ \\ \ r I \ \ \ 9 $TORYSTUCCO Ray I 11 ` ) / 'µPP J TA C _ PP�\ / / \ l / BUILDING TO WALL LIGHTS ' R I ' / ' ' % �0" wHITE OAK r - , 000 WPO BUFFER I TO BUILDING f . RIP R/ (' \ y// ..� i. ! ./.r �re�f✓ . !'. ° / / _ , O \\ A \ - REMOVE 4"DECIDUOU / \ 15" RCP STORM \ T - 8. q Pi o FLOWER BED J r \\ W/ FLARED EN17 / \\ TENNIS COURT/ 1— / \ / r �' / BUFFER i COVERED BRICKAREA \ / G \ \\ / REMOVE FENCE i�hp �AL�?K9&jROj1 PE/CE I\ \ T T., �. i.�>.'d'i/l. i-�_�.%�/.!-� 'i S�TBACK— 00 , I �\ � - _. ��\t P/// /\// / 1�1 I I I I pGP,.'�.��R3�.%'v.'��-/'.'_s!'--/.' ��..`i.' _-' � /-_-' ✓�"..' �' /' \ \ i 00, / \ I y /.' ''! /.i ALBEMA LE' _ / L /y �. - '♦ \ \\ 1 1 7m %"�. / u.' / �U,C"iTY�GI$ 6"DECI / ' = � CRITICAL SCOPES / loo '.l' . \..i. ,ii .-r.'- 'f'.' J" �I y ^ \ .� \/yTLANDS_V. i.:./ /. J \ I \ \ _429'--�.1.�•--'---- - 42 -.� = _�. __= .i.'-.i'_^s'� .'✓r'%/_-.7' / /��), ^ \y \ \ 1 y y y --\ _/' ,i i Aliy y \\ \✓/ \_\ ,`_.� ��___��_�.��-OGT�-= =:ice. __--'/R�". -�C-�/i. I _—_-- — l --- / Et / _ — — / I / M ER / _ \OG — _ — —_ .: 425.1. TFMR#DL37 S ND /^ (CIRCUIT G0324) r 100' WPO , a23 � BUFFER LEGEND: ov, REMOVE CONCRETE 42z—o _—, ------- — 11/1 I J \\/ REMOVE ASPHALT qr�\ll \ — /,'' — \ / / / / (' ' I/ /' — — — — — — REMOVE BUILDING � I ,> `III / i \ I \�P���• /- -' I '\ / \ POND, ' / / �' /� _ - - - REMOVE TREE / / i ---- ---'-------- SAW CUT Xlkl A� v U CRAIG W. J. KOTARSKI > Lic. No. 0402048507 7'n 09/10/21 &�' ui 0 C7 0 0 w Lu x z O V) 0 0 z O a V In w z O .. W w 0 DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN a ^ m w m `} Z 0 / Q J > c 112L L N H� D Cc z z G m O c QO U F--I `o w .2 J F-4 3 a Y0 w O J Um� Q00 -6 o C 2 m w c w m m d� W 0 N `v' i z m Z O m 2 a 20 o �Tm 2, J N X C 0.0 06 = 2 av N O = �0 Ep E M a 06 a c �c 1O a 0 W co JOB N0. m .- m 40241 m0 SHEET NO. o. o C2.1 t E E � COLUMNS I i IRWIA-fIoN i 'WIDER WA �J V� 1 ' WIDER WAL CHAIN 73 UTL— jp. GO O I \G GA �' � GP cr \ �I'Y1GP� CL�\ UGT� x\ — \ UGT, VINEY \ AREA ARD *cl / J� I I p���Pg�Qp 6 & v'L,LTg QF �4s, U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 LO,, 09/10/21 &�' 6" WOE W A G i/ \\ \ / / JCQ 4'GR TH h�I O WO qE N c W O \ AG REGATE EW. LK 3 / / GP'� ST ; UGP/ Q \ o�`/ /Ol` /� / w v EBOX INSIDE OLD / / ~ i'i w 3 TV PED. CA TV CUTS. / SCALE V=20' ¢ U. log 3 \ \ / /0�� �/ / 0 20' 40' d -i v uj O o rn uj \ Q W,/ Z TENNIS COURTS I I � I I I I \� I � I \\ I I 5\' I I CHAIN LINK — \ � — RPA . \ ' RPP � 30" WHITE OAK 1000, WPO BUFFER i o no / Oa \G Z\� TIE FE ICE I (7RlP R w ADA ACCESS / . " - 4 RISERS - .' 4"DECIDUOUS RETAI NG PS TORM \��� HANDRAIL (TYP) J TO POOL DECK \ G1 \ n\\ W/F RED END 4 KISSERS - • J s TIE FENCE INTO / V g INV= 6.83 RETAINING WALL \ TENNIS COURTS \\ Y / FENCE GATE1000, �� \\ x / is BUFFER d a COVERED BRICK AREA \\ ' i \ \ I \\\ PROPOSED POOL .� J SETBACK / (BY OTHERS) �y :✓ q2s ` / 24"WHITE OA rw—i / z I —I \ \�� w g"DEC ALBEMARLE J 3 COUNTY GIS I Q PROPOSED. PO��' POOL PATIO . CRITICAL SLOPES �/ w C6 D 17DOES.NOT IVCRQACM. y y y j co o \ J / y �' a Q) G \ y / BEYO UORIGINAL FACILITY U Q N / / I 4, + / !� y y y WETLANDS O 6 2 \ / \ / >- //' y y LEGEND: Q E s — — — — — — ---7S7--- ::: FENCE '. / WETLANDS w D zw —T—�� ` uor' y y y y y y ALBEMARLE COUNTY GIS 0 2 EL I.. ... .. y M ER tIG4':.. .. .. 427: 425. d23 — .. . / E:lCRITICAL SLOPES TFMR #DL37 S NO d / y _ _ — / (CIRCUIT G0324) \ — y y y y y '— y ' y y o s — .0 1177-1 L 100, WPO / y y y y y y y y y y y 2 BUFFER / / JG1/ / ' PERMEABLE PAVERSxc > y CONCRETE NOTES: HEAVY DUTY ASPHALT Eg 1. CONTRACTOR SHALL VERTICALLY RELOCATE EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER 17 06 / GRADING PLAN ON SHEET C5.0. 3 FT OF COVER SHALL BE MAINTAINED OVER EXISTING WATERLINES. $ 2. A KNOX BOX SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. LIGHT DUTY ASPHALT roe No. N o ARCHITECT/CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHALS OFFICE FINAL LOCATION. El POND 3. LOCATION OF PROPOSED GAS METER AND APPROXIMATE ALIGNMENT OF GAS SERVICE. CHARLOTTESVILLE CITY 40241 ow — — — — — — i GAS DEPARTMENT SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE GAS SERVICE AND ASSOCIATED = METER. PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE SEE MATERIALS PLAN SHEET NO. n 0 CITY GAS DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, METER LOCATION, AND ALL OTHER REQUIREMENTS 11.10 FOR LINE INSTALLATION. C4.0 F E \3 / 3: o x (n \ / —w / �!2 /V• W / W U)'j �N Z cm N Ul \ TIE TO EXISTING �/\ ° ASPHALT _ a \ \ LIMITS OF co SDP-2020-73 \\ \ TI TO EX T� \ 2 SID6 )I R5,vi 0 \ R10' v _ \ R5' cD \ \\Q R24' GATE VALVE 5 0 N \ 22.5° BEND URB TRANSITION = \ \ CURB '9: / W 45° BEND 1 24' Q SITION 45° END R5' R5' R3, P�0 6 > w CHAIN LINK FENCE — — — /� RT d / 1�9'y1�9'y1�9''I R5 R5 JAJ ..S a., SAN Q CG-2 R5' a"SAN i —,> zo A � \ 4 5 9 ' >' is DATE G ., 911012021 STORM GRATE �1 ° O TOP=429.78 O[ j ^t2 V. &9 + + ODD G } DRAWN BY - ' J INV OUT=427.68� 5' 16' ONC. WHEEL g �o 14" H OAK J. DENKO Sj J\ .:: a. • DESIGNED BY ADA SIGNS 45° BEND C2 \ \GJ \Il\ J. DENKO 4" SDR-26 PVC TIE BUILDING SANITARY \ \ e TO EXISTING LINE. SEE \ 12"0 1 WHITE OAK • CHECKED BY " >\ 14"WHITE OAK\ �Q�•' . ^ STANDARD ACSA SEWER • C. KOTARSKI SERVICE LATERAL !Q\o I 5\ ... \ CONNECTION DETAIL. �GT • • SCALE Q 12"WHITE OAK AS SHOWN PROPOSED `� \GJ \ \\\\ R40' R15' C.)\ RETAINING WALL. ® POOL HOUSE �� 5 H/TE OAK \ MAX HEIGHT 3 FEET \\ I GAS METER 90o BEND — \� \\\ 923 (SEE NOTE 3) 4" DOMESTIC SERVICE \\ MECH. PAD / 5 J \ \\\ p ACCESS TO SERVICE LEVEL SAN. SEWER PP i CONNECTION i/ RPA SCALE 1"=20' 0 2040' \ n 4„ CLEANOUT (TYP.) 1 , , W,73� _ , \ \ \ \ /'AA\-W�_ y�:.W'� = .T -. ---- _ Tom.. _ -._._ _ . -. . _ - 2-GRAVEL-FILTER FYfP \ q - 4" PERFORATED PVC _ _ _ J r - -W!�'-'-'t= 1 - - - UNDERBRAIN (TYP) . _ 5 ' .' . ' _ - _ - - - - - - - - rr R4v1:435.48 G - - - - RIAI't 4$8-91-.=. - '. �." r'. - - �. : /..._E IM'435.87 '�r. i'.� / J - - - - _ _ �..','- INVERT: 434.48 �\ TENNIS COURTS \ \ /Oa - :. a37.7 44 439 - - . C�'12� .i-.' - - - `/_- _ - . / . •e' "/ \& 2`GRAVEL FILT \\ \ \ I I �\ `' \ �' NVERT:4.72 38 _�iM ' - SEE'SHEETC6.2 (TY7).) ' - - 4 SCLMDE NTIA - '• C014 RIM:435.2 - \ INVERT: 433.03 orbeirtAft LIMITS OF / RIGPT10 /N� SDP-2020-73 r / v I 72" CMP ACCESS RISER WITH / 0 \ \ \ MH-1 FRAME & COVER (TYP.) / C ..' C010 RIM: 435.60 439" RIM: 37.47 C06 RIM: 438.44 / INVERT: 433.35 / \I 439 INVERT 435.22 401 INV RIM: 43 0/ / �C ' 402• - , _ _4W/ERT:436.19 / N3 INVE T: 436.10/ 501 yx \ \ \ p I / �-72" CMP AC S RISER WITH ' d, / \ \ - % \` I / MH-1 FRAME & OVER (TYP.) 4" PERFORATED PVC U ERDRAIN CHAIN LINK FENCE ' TO CON ECTTOMH m / 8" SAN CO2 8" SAN 5 RIM: 437.17 l n 1' INVERT:434.92 r G .oae STORMGRATE I\\ JP 104 1.08 TOP�42�9.78 O[ j 397 , \ \\ \ \ \ fl \ A31 r ' lND'OIJT -42 ..68 - �\O 4`?> s / _ / ,\p1 C RIM: 437.86 /�' C07 RIM: 437.85 1 O � t'i� 302 C49 RIM: 435.66 ' _ / J I ' OAK > / 6, -/C� \ ' ' _ 137. 8' INVERT: 434 261 1 \ \ INVERT: 435.61 INVERT: 435.60 8 'fNVE1RIM: 435. 105 106 DO�MJSPOUT TO -TIE\ / \\ TO 6" PIPE. CONNEC 106- \ r -A3\ \ \ \\///iiAr33ii%irr ss> \ r_r' DOWNSPOUTS \\ TO TIE TO 6" PIPE. 1 I- / I I � � 10FI_ COLUMNS \ \ _% G cam, 'WIDER p \ \ \ cT\\ • /''r' - /'� ' T UGT� � II Gap— i / _UG 1s� ' V WIDER WEI \` yl \ I / r CHAIN AAVINEYARD v AREA �P 3 CL O _p / 4' GR TH YrO !„E� 6" W E STE \\ I AG RE GAT EW LK _ 3 \ OP-4 / - - / /' _ 442\ J , r \ � \ \ \ \ G•( U� \ _ , 1 1 A'/ I \ \ - //� ® �\ \ + ` \ \ J / \ -E�OX INSIDE OLD / / 1 i ®® N cLQ\ I _ _ \ \ \- - / \ TV PED. CAT{! BUTS.31 l �' ' A / / ' I / �!, - RPA 1 � / I % - -30" WHITE OAK WPO BUFFER _ \ r /� / \ \ \ c.a35 4 i.`..: .\ a .:.• .. \\ / !Z5"R 4"DECIDUOUc+). .� W/F D E tm \ I J 6" HDPE TO TIE TOcy) DOWNSPOUT yN17.1� / \\ ` lNV- 6. v STRUCTURE 306 \ TENNIS COURTS \ \ \\ ' - N / y 436 % .j .d • 3s92, r' 5 \ \ \\ I / / - �� hr - - ' / �'' fir. `%'' �.� i . J�. 50' WPO r / G \ \ \ 3 X 0000, / \ i r / . �y . / .' / BUFFER, ( r / / /' / ! ' / / / I 1.0' AVG DIA41PRAP \ J� COVERED BRICK AREA \ / \ \ I\ \' \\ i 1 / r .. .'.!' /. = 10' ` _ / - - �WIIDTHIDCLASS 1C=4' ' \ 0 I A. ' POOL DESIGN BY /�f AL5 t ,, .Q2 V �� - - /LENGTH = 8' r24 �4H/TE OA / / r Ti°i 2✓ -' '/ y v r If OTHERS li.ii-%9 i 'p2� /..� '%''�i:- r/ / ` // _ J/ DEPTFF=16'- --- .sa: aJv O /- \ LE' ALBEMA ,1 �� \�\ ✓\\ \ ��/�//-''/ r 1 1\ I\ •11 v /, ' �: �i �:�l .i�'.j./r s.j.i� i /' / COUNTY�G15 rr /-//\, ---r / / 8"DEC) 4i P7Q` •T"' YGR C1 .., _ / !�RIICAL SLOPES ooesN"NAL / F`A6IL13Y:._. /ter I /' �'' .' I \\ \ ! \ \ \ \ ^ /��f.i'. i•'' !f''/�i :..,/��..%! �I =1 ' y l �- / ' - VV)( TLANDS435 �-- \ // - UG / / i' la .\� /� � r..i. /� 1i.i/. _ r 1 \ / � / Ir P y/rI\ I / 434itV / � :\'.(a'L�.4"S.>�%.\ ::�.\ - - - - - - � / . "_ � �i/ � �• . "_ �. "� i i / � / (NOTES: _ �I 42 1 r / A26 / A25 y o OP\ \ iNjpTR 1 v= \ _ ' - - ' - - - - - J ' �l r % (" �' `' y 1 y y \ / 1. ALL PERMEABLE PAVER UNDERDRAINS SHALL BE PERORATED PVC WITH A FOUR _ 428" / 0. 5 Wlp7H�2 _ _ _ _ _ ! !. �' / ' ' / \ \ \ I I INCH (4") DIAMTER. SUBGRADE TO SLOPE TOWARDS UNDERDRAINS. 424- - _ A \' LENi3Tkl'=�0�.'_^ =. �.'. �:. �-� . � .- _ . .i . 1 =�..r - r. � �. _ -.).' ' / _ r ' ��� �I � - = "' '^'�'.: 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS SHALL BE o UM / SOLID WALL PVC WITH A MINIMUM DIAMETER OF FOUR INCHES (4") AND MINIM ^ SLOPED OF 1 PERCENT (1 k). 425. 3. CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF / TFMR #DL37 S ND / / / -'^ = ' _ _ - - - - - - - - _ _ : i.� :/.�! r / J \ .1.. I� f BUILDING CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS ' (CIRCUIT Ci0324) / _ , ' / / \ I - _ - - - _ - _ _ FOR THE FINAL LOCATION OF ALL ROOF LEADERS AND CONNECTION DETAILS. 100' WPO -423 , - ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF BUFFER J 001 \ / r - / - - _ I III ONE PERCENT (1 %) SLOPE. LEADERS SHALL TIE TO THE NEAREST / - - - - - _ r / / - - / \ - - - _ - _ / - - - - \ , - r < \ r Ji / I- _ I I ly STORMSTORMWATER STRUCTURE ACCORDINGLY. / ` 1 �� / ' / / % III ( 4. FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH I r \ ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL DAYLIGHT SOUTH OF THE \ a I \ / // r - - \ / / - / / ' / / BUILDING AS SEEN ON THIS SHEET. POSITIVE DRAINAGE SHALL BE MAINTAINED IN _ - - - - - - - / J \ \ / ' / ' / / \ ALL STORMWATER PIPES AND FOUNDATION DRAINS. CONTRACTOR SHALL REFER 422 / / \ / / / / / I / TO ARCH/STRUCTURAL DRAWINGS FOR FINAL DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED BETWEEN DRAWINGS. FOUNDATION DRIANGE PIPE MATERIALS TO INCLUDE BENDS, REDUCERS, J / / _ _ - ADAPTERS, COUPLINGS, COLLARS AND JOIN MATERIALS SHALL BE PERFORATED _ POND / / / \ POLYVINYL CHLORIDE PIPE (ASTM D 2728) OR PERFORATED POLYETHYLENE PIPE / / / , / / / (ASTM F405). ` �- \ \ 1 M 92%WHITEIOAK ` 14^WHITE OAK / 430 / / / \ \ O ROOF LE(\DEft TO TJE TO o o \ / o CONNECT TO ��\\ PIPE 103 VIA INSERTAYEE STORM PIPE 308 , \ _ \ cam) \43 12" WHITE OAK CHA'IN LINKFE / \\\ \ \ \ ` 3 '� \ 04 \ \ DOWNSPOUT WITH BOOT I / \ \ 1 \ _ - ' _ / HITE OAK - r \ \ (SEE ARCH. PLANS) (TYP.) FFE: 438.00� JI / _ /' / / / / , 111 W D�y�\2 TO TIE TO PIP , \..� `` 1 /' / co co r / 1 `1 IA INSERTA TEE (TYP)- / L RPA ®F �4s, U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 LO,, 09/10/21 &�' M E O � o N Vi N C > E w ° Lu LL T, 3 o W 0 w 0 m K W n Q� J V m W J -ui p > O N Ell N 0 W wry �i j n LL 0 Q v Ln _ N = U > m F 0 N Oi � M 00 �w vi D O (D D O x 0 w w U Q Z 0 0 F DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN c J O z� O o w n a (D 0 c _j> Q ° Z !� r Q n u QL.L U c � d J 3 Q _6 c Z Q(J D w O U _j z �z o c 2 Q E- E o a V D W O O 3 rn 0 In m a 0 a, o 3 a 2 � m �N X C 0.0 016 dh A C .8 d `o EM 06 a c a f0 'a JOB NO. w co 40241 C V SHEET NO. n o C5.0 t E �_ Hydraulic Design Calculations `� - , \ \ tION\ ` � i� - ` ���• \ \ _ _ _ � \ _ � _ 10F (EQUATION 7.1- SECTION 6.IDESIGN CIRETERIA- SPECIFICATION NO. 7) ` \ IRWIj� �_4q¢ \\ ) \ \� \ \� \\\ - ®� ��-/rUS (PxAtxRtg)+(PxAp) 'WIDER�r1r X At TO - + \- \ \ .�6jG Y\_ 1UGT�d rr 'Depth of the statenner oo4'lay■'(tt.) / / \ 9. - \ \� /\ __1/_�1 1 P -The rainfall depth (in Sidi he dre t Volume (Leval 1 -I imb (OAS O\4 S % r \ \ \ , \ r , SIO R); Level 2 = 1.1 inch (0.09 8)). at o6ar design storm / I 1 q43' \ \ , ( C\ ( / / NAL At - Contributing impervious drainage area. (ft) / / GP -p�• 6p / / 8vt - Volumetric nnoti'coefficient for impervious cover - 0.95 \ \\ VINEYARD Ap - Area of permeable pavement (ft) \ \ - \ AREA S \ / \ I / / 9 - Porosity of reservoir layer (0.4) ] \ 3 \ \ / \ CL / I / �`/ Q�GO g� I / ( Obti 4' GR TH ( l / WO qE1,','„,��' IN N v ` AG REGAT�1 EWALK \ ` \ \ / / - \ \ J / / ' �`' / / ' I l STERN/ Q o Permeable Pavement Drainage Area 1 \ _ ` E DSTONEMIN-I(PXAIXRvl)+ PXAp]/(N,XAp +E-BQX INSIDE OLD=W'>y TV PED. CA•7V BUTS. ' \ I ! / � w w 3 SCALE V=20' ¢ a 1; 3 P= 0.08 FT Kam\ \\\ \\ / `� //_ \ -\\ / 1 t \ --I / //w0 AI = 745 FT2 NLU \ PERMEABLE PAVEMENT DRAINAGE AREA 1 \ \ / y d Rvl = 0.95 Ap= 745 FT2 N,= 0.4 CDA = 0 :1 DSTO NE(MIN) = 0.39 FT Permeable Pavement Drainage Area 2 DSTONEIMINI- I(P X Al X RvT) + (P X Ap)] / (N,X Ap) P = 0.08 FT AI= 2171 FT2 Rv1= 0.95 Ap= 2171 FT2 N,= 0.4 CDA = 0 :1 DSTO NE(MIN) = 0.39 FT Permeable Pavement Drainage Area 3 DSTONE(MIN)= ((P X Al X Rvl) +(P X Ap)] / (NrX Ap) P = 0.08 FT AI = 328 FT2 Rv1= 0.95 Ap= 328 FT2 N,= 0.4 CDA = 0 :1 DSTO NE(M IN)= 0.39 FT Permeable Pavement Drainage Area 4 DSTONE(MIN)= ((P X Al X Rvl) +(P X Ap)] / (N,X Ap) P = 0.08 FT AI= 3360 FT2 Rv1= 0.95 Ap= 821 FT2 N,= 0.4 CDA = 3.09 :1 DSTO NE(M IN)= 0.98 FT Permeable Pavement Drainage Area 5 DSTONE(MIN)= ((P X Al X Rvl) +(P X Ap)] / (NrX Ap) P = 0.08 FT AI= 2088 FT2 Rv1= 0.95 Ap= 817 FT2 N,= 0.4 CDA = 1.56 :1 DSTO NE(M IN)= 0.69 FT Permeable Pavement Drainage Area 6 DSTONE(MIN)= ((P X Al X RvT) +(P X Ap)] / (N,X Ap) P = 0.08 FT AI= 4267 FT2 Rv1= 0.95 Ap= 1465 FT2 N,= 0.4 CDA = 1.91 :1 DSTO NE(M IN)= 0.75 FT Permeable Pavement Drainage Area 7 DSTONE(MIN)- ((P X Al X Rvl) +(P X Ap)] / (N,X Ap) P = 0.08 FT AI= 3392 FT2 Rv1= 0.95 Ap= 1057 FT2 N,= 0.4 CDA = 2.21 :1 DSTO NE(M IN)= 0.81 FT _ ttt.l tt.l.��l�,• .i 1 1��11�►�r r. sr ,nN •a� Phil n ■� �'WOMEN1t ♦ ♦A 1� 1� It. � 1 1 /l�!Sri W� 1 i jFell ��1�"1��11��1�''1�� 1� .�I�I,.. . • 1 1 . 1 . 1 ;l;11IN11.1�1�11 ll�'nl��l 6milliffil ,I�� 1.�1I� i.: 1� 1E 1r 1�. i l� 1.. 1�� 1�■11. 1� 1�rll= 1■. 1 �-nk x�== IF=�==�1_� �_.�r�-� ��p_ • • ,r , -III ♦ 1\ 1 111 WNW_1CHAINLINKFENCE ir��������������►��i MEE■ s"tl� I►19�■ 1� � jl��■�� 1���� IIIIi:% ���g�w�wW��� ����,����1�ys� .. • 1 1 1 g �'�A S-' /� �,�' .� � � '�, "I■. d� 1� ilv�6. � � t l� 1� 11 I ®� .. � FIRM u'1 . ��`�4.�'` . !> >- 1� 1�.1� 1�;: 1� i� 1� I��Itt: 1�'1� •Its.-II_-!=� I=I � � ►� ,� � �►���="�� . � I 1� III a-.. 1� 1.� it. It. I ■�• �� �� �) ' ♦ � h.O �� • • II�II.IL.11��11� ll..11�l .11�l��lll� lls ��_ �l t.l .. i Its Its: It��1ii Its: ltt: 1• I� 1■. 11 Ili lI Iitl � .�_ l>, _����� � ,■■1�■II.■1.. ►_.ul�■II. 1� , 1� I�Il�il� � � �� � 1� .I • •e � � -__ , � � 7G6:GrGi���r...,�rGr.-_- ����_� 1.CC_1r-•j' �C-.0 C �In G6GJ�-'i STORM- - ® e ,• \ 9.78 OE i �' . • • /� ^' I - •� �• / 1� t�� • ('MVINAR"T NOW ON 11 NOUN .'simam ' RATIO s • � \ ` PERMEABLE PAVEMENT DRAINAGE AREA 6 RPA N1 1,465 SF PERMEABLE PAVEMENT 1 I I ) 2,802 SF UPGRADIENT DRAINAGE v I/\ CONTRIBUTING DRAINAGE AREA (CDA) = 4,267 SF 30""WHITE OAK / CDA RATIO = 1.91:1 WPO BUFFER Fol SO INS 7111 I TCIL / P T \� ''.� \•/. . Imo:: •.J .,, . a \ %/:.''�.'!j �.'/.;1 t ' ' 'i \ / - - / ' R \\ INV= 6. � d' �• ! �j • may. w �+ '•J.' \ \ ' M436 �� / G \ \ • ' f 1.J • •J \ i %// BUFFER,_42 / / �C0 Y24"TE OA / y POOL DESIGN BY ':. .." r // / / i. ../ ✓! ._-: ! 4,`LrJ. r.'-.ii . .'y ''\ ` / / ` �/ - / _ / ' OTHERS ..7_..'o�.� _ ALBEMA LEA / t 6"DECI / X \ �' •'. ' i'i'�. '� . / OOUNTY�GIS J / / / \ \ \ 1 1 ) J^ _+ J !'� y u •. `.' ..: / _ /'"'. OPCXSE /PO �.F!AY O "�.! / - - ! ! / ,CRITICAL SLOPES �P// / /' I U a \ \ 1 1 YJ•�• ''' /� i'.DQLKZ�11- �!�, /(' __YNAiF`A1LI3Y,_. / \\ \ ci.'��.'. .. \ \\\� 435 434, \ \. - - - - - - - - - - I / i - _ - - - - _ __ 428. Y.A2 -_ l I \Et iiiI I / .:\.-��.` - _ _ _ _ _ _�.�.- / .'i: .�.i ./ 1 / l \ /�I / �I �I �I �I �I �I �I �I / M -42 ER'� / _ \l)G. �'. "'.- - - . 425. j:- _.'/(23.'�...' l TFMR #DL37 S ND �I ... .1.. I �I \ (CIRCUIT G0324) / 100'WPO -428 / BUFFER -,A V _I _ -,A / I / POND 1,057 SF PERMEABLE PAVEMENT \ > ' 2,335 SF UPGRADIENT DRAINAGE � •CONTRIBUTING DRAINAGE AREA (CDA) = 3,392 SF ( • CDA RATIO = 2.21:1 ..433 12"WHITE OAK \GJ \ \\ \ \ \ \ PERMEABLE PAVEMENT DRAINAGE AREA 5 I r - \ - - / - / / • \\ \ 1 iHITS OAK 817 SF PERMEABLE P VEMENT 1,271 SF UPGRAD ENT DARAINAGE t.0 / > / J r L cn' \ \ �?7 \ _ % J / / / / / / / _ / / / / • CONTRIBUTING DRAINAGE AREA (CDA) = 2,088 SF- \ \�\ 11 \ • . .. \ \ CDA RATIO = 1.56:1 RPA SCALE AS SHOWN c CQ G J w O n O a` m ^ w Q m a �z� J � s z z r= � Q n Q c U `o LJ m 3 LLJz < w c LLJ m w 90 U oV) Q � oz I --I wo Q a 2 c 2 w m w I^1 E o W m a0 LU < O �l c lY N w 0.1 N Z m O a w ~� o£ a o 0 3 a >` N .,e1O. = h X a L J g ;a A C d `o � M 06 a c 2 a U 'a JOB NO. w co 8 40241 C V SHEET NO. n o C6. 3 t E �_ / I- / / I - ') ~ akss a" Alm ME - - p \ v \ W IthJA4[�IS ssss ma I \ \ i C2 UKanmw\ X` Am an JIM \ �\ ��r\� \ — \ ♦ �G sssss J Z� \ \ ASS �� UFO.�G� _ _.�„ +`y \y \UEI `�(IEp _ —G r 1 / /// �j // \ ��O / 1\ I \ \ /— — — \ S35°00;3 E UEo__ _ — 453' N - - _ - G— — — �!iFo_ /G— , / ' _ UG AREA C \\\ \ '\ RSB ♦ _28.29' ` _ '1 �G 10 SHRUB/SMALL \'\ \`\—_✓ `\ U�(• - TREEAREA ` \ \ \ — UGTUGP— ` / \—/ /f' ■ TO LIGHT, - x\ / `��`�.,r r - �x t _ _ _ �_ - I ' GRAVEL PARKING ' ` R. \ \--\\ •�1 ___/ \\\ \� \ --`QS� \ 1/ — //- C10 ti / �I, ����� DRAINAGE DIVIDE SCALEI"=20' 46o \ A ' EL@DOOR=4 — - �� — _ — — — — — — -_\ 0 20' 40' \ \ \ \ / OOR- 1 1 STORY 0J / BLOCK/STUCCO 1e\0 ` SHRUB/SMALL \ \ _ 1 / ` \ ` \ / -�I` STORYSTUCeP , 'l ® BUILDING TREEAREA 1a \\ \ 1 / — \ �, ^I ` ` ` i \ &UILDING / 1 , / ' WOOD FENCE \� l\ / I 1 \ \ \ I \ \ 8"BLOG\((WALL S \ / IQO \ \ \ ��� \� \ r] TO)BUILDING 11\0 I \ \��Vdo \ \ f 1 I\ ` \ / �I a - ATION \ I - ♦ �, ® — urtl I / / / / Q� , /' / IFZFZI WIDE RW ` �/ - �P�C,,`1 pQ\ CjC — UGT�� \ I i —V�=� UGP_�I��� �UGTI / //zi \ I \ \ , �\ — — / / / / I l/GT-lam T VWIDER W4 j/� \��� \\ — 1 raas /' \ \\\ I \ `\ \t\ /� ; ' / // ' !l /I �// //','� // VINEYARD AREA /G THGPI\O� YF \ `I AG REGAT EI LK O'C\/ \ - \ �f'• l / l ST D! / / \ l ; r \ \ _ 442\ , ' \ ` \ 4/ \ _ P \ \ 1 L// I l \ T//.✓ / \ I •e M1 /q. / ® 2 Q \ \ C \ \Q JG / I -EBQX INSIDE OLD �' �GRA / \ ®® �� \ + I _ \ \ + \ \ %\ Q- _ / / / TV PED. CA -TV CUTS. �. / 11 + / / �� ' EP J I I 0.780.39 w r� - r �I'TC=8.9MIN --�� - -_-- ----- _IW - --- TENNIS COURTS \ \ + ----- if_'-- --- I\ 0\1 \ \ 1 / ' TI ♦ 4 0 �s �DP-2020-73 4ji, 502 ? r \ ®GJ ` \� 401 ' ♦ 0%WP=435.65 501 / l =4277 \CP V \ / \ a� 0.110.86 1 INI/ =42702 O a3 _ \\ , 0.360.60 / TN0.080.73 ♦ 0.310.87 CHAINLINKFENCE — — — ` / 108M 1 3 �1P 41 ° 1 / ' .. S t :. 504 . S /— _ 81, SAN -1 — — 8" SAN 0/— — — g,' SAN TC = 6 MIN ; 308 302 I .SAN - fii T / 'N1IN 1 _ $ 1 TC = 6MIN 6„_8„ _ 0.140.37 /. (j TC 8 7 MIN ' a STORM GRATE I �: 1 ' M ' ' _ / / ASPHALT _ I 1os 6 odD / TOp�4Z9.78 \ \ (� 1 102 104 / ' 1 3b7- ' , a3�' /� - lNV QUT �42\768 �\\�� 1 TC = 6MIN - / ^p1 /: s ♦ �� 02 - - - - / ' 1�'wH QAK _ , / j ,' _ I, 01 GP��. 106 455;'' ' ,,, �V \`\ \ + , 0.060.53 0.050.57 a32' r r\ \ \ \ \ \ 104 106 TC = 6 MIN TC = 6 MIN / ! I I i 6 \ \ \I / - II 2% HiTEaAK / 14^WH/TE OAK O / /r r ' b y� - ---- /'/' 0.070.90 \ TC Q /\___ - \ / I _ -' / ,r' Cbl�19NLINf�FE / / �\ \\\ \ \ \ \I 0.02 0.90 1 \ 1 / / 12 WH/TEOAK, - _' - - _ \ \ \\ \ \ \ \ : \ \ 0.14 0.74 \ \ 304 ! N / n RD11 / \ \ \ - - - / _ / TE OAK r 1 \\ \ \ \ \ TC = 6 MIN TC = 6 MIN , I ♦ / \ - - - - - - All \ \\ \ \Y\:�o t•.��������������_����������� �J ii// /— ` TC=6MIN\`\\\ /l ' / I/ /' �RPA� RPA Fk \ 0.06 0.90 1 0.04 0.90 , , a ♦ �, , I I / - Rp ' RD4 ❑ 1 RD5 It v i I/\ ! / // �'�/ ' J rBo"WH/TEOAK \ \ \ \ U \ \ \ 1 \ ` \ \� / , I / / /_ .� / / / WPO BUFFER - - / ' 8" WH/TE OAK / I / ` / / 16"WHITE OAK- \� 9 ` `\ ` TC = 6MIN 1 TC = 6MIN J 44 V. `I//' /�' \ _ - - a„DECIDUOUS 0c�\\\ RIP TO I�M \�j� �`a/: U.120.50 \ \ \ /� �.'�l�i'~/ //i / ' r W/ F .- D ENb .. • _ . 306 , % . i . , !.' 24" WHITE OWK_ 1 306 \\ �� INV- 6.� TENNIS COURTS \ \\\ ` _ \ \ TC = 6 MIN 16'WHITE OAK r �'-;..;i�. ' _-_�/ roe J\ ` 00 / �/� - {� / /%l..jC /'' '50'WPO / S /` / >. / ' /% BUFFER /' 100 COVERED BRICKAREA \ / \ \ I \ I I \\\ \ '. ; I Iloilo ♦ �' . y'_�/ i �. i ! ,�1/ 3�T8 / r - ' ' r - / 10U \ \ \ A ' /Y" - _�.�'!._,./ i.y,! �.i.iQ. _ ,^ / ,"- -/2d"Gl/HITE OAK OAK 7 UOP� // ; \ I I I '.q O 0O ,,'..�./. .'i.�//.ii/', /.,. -/ � n\ I J /. /..� ./ / f: / \ I �. / / '� i' . r�. ✓ /. r. i ALBEMARLE' / _ / L 6"DEC/DUOUS / /♦ \ \ \\ 1 I �'" W .J .y X /�..ice/.��.�.'j� j✓.j.r'� '// / .COUNTY GI.S \ \ 1 / /,/� �.i _ _.'/ QRITICAL SLOPES & v'I,LTg ®F �4s, U CRAIG W. I. KOTARSKI Y Lie. No. 0402048507 L�n, 09/ 10/ 21 &' M E O � O N Vi N C > E w ° E LL o 3 ow- K W L M J V m w J —� � N U W v x �i i N< 0 Q v ti = > N = U > F o N Oi � M 00 C V � H vi D O (D D O cc x 0 W w U Q z O 0 0 Low F DATE 911012021 DRAWN BY J. DENKO DESIGNED BY J. DENKO CHECKED BY C. KOTARSKI SCALE AS SHOWN J O a Oa� o Q a Q w c J > cl� 1.4 } Q z Z w r 0 V n Q`'Q w d LLJZ 3 <�a � Q a Y Lu a/ D o Uco Q �z I —I a° o2 W c-6 J E' � c m �-I D0 ui Z 3 z„ 0 � a F d o 3 n m �N X C 0.2 dh A C d `o 0g 06 MU MUM a JOB NO. w co 40241 m C V SHEET NO. n 0 C6. 4 wo E I—_ MATERIALS LEGEND WALLS, STEPS, STRUCTURES Q N N 0 EL 3 0 a 0 J EL U- i 0 0 d T :0 U- 0 U 0 w _o 0 0 Q PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES O ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS O CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS. COLOR: UVA CANVAS O PORCELAIN TILE PAVING 1 /1-5.00 -- ® CONCRETE - PEDESTRIAN STAMPED - 2/1-5.00 INTEGRAL COLOR 'UVA CANVAS' PATTERN TBD O CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS: COLOR: UVA CANVAS © PERMEABLE PAVERS - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O FOX SCULPTURE -- -- -- © PRECAST CONCRETE STEPS MEDIUM BROOM 4/L5.00 MATCH MANUFACTURER AND FINISH COLOR USED AT HALL © STAIR HANDRAIL POWDERCOATED 7/L5.00 STEEL O POOL FENCE POWDERCOATED 5/1-5.00 OMEGA ARCHITECTURAL 48" TALL STEEL O PICKLEBALL COURT FENCE POWDERCOATED 6/1-5.00 OMEGA ARCHITECTURAL 96" TALL STEEL OSTUCCO RETAINING WALL WITH PAINTED 3/L5.00 REFER TO LIGHTING PLANS PRECAST CAP NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. • MAN L7 �o � o�♦♦♦♦O♦♦i♦i♦ � f� �� GIs � • . Illri� �� li /� �� ♦A� . ♦ �•, III I � O!I,I♦ MINN ®� OIIoI ♦ � O �r�� o � �1% � �.ii�i�i . , , AAA �IIII�'• ♦�� .� � �� �� � � � ���p� ��� . ' ♦ ; IIIII III ♦ � � � � 0 � `I v�� VA����. �\ / .I;rI�I �P Imo•: '�•� �' � � � � •��►i�9 ' . ;�ii�i�i`�. ���,��� -� •- '� ,,,illy �. � � , � b .,.......... . ,. . , ��, ,�� ♦ . NN � ♦ ,...''.::...; ��. �%- ,�� ; , -�..v. v.,., oil. , ; ; 0 �� 1' �, ,\ r.� ®�►. ' •i��.�i���.��e�:�: -•dam 1:7 �.� ♦�� �,. � IIIII. v�' R,`,, ��� ,yam, ♦ ����♦.��V.�+•: ���-I 'A WIN OWN %mA. 0 0 ♦♦� � ��� IIIII`:;`Q����� � ��'; �.�����;,•. -�. r III _ ( ON I I 0 10' 20' 40' N NELSON B Y R D WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 9-10-21 PERMITING STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TIRE MATERIALS PLAN DATE: SEPT 10, 2021 SCALE: 1" = 20'-0" DRAWING NUMBER L 1 0 10 EXISTING TREE TO REMAIN + PROPOSED TREE OPROPOSED SHRUB I1 a (y) N N O N Q� O N Q N V) 0 c 0 a- 0) c c 0 CL J 0 0 a- N i E 0 0 Planting Schedule Area of Canopy Total Canopy 00o LAWN Quantity Units Scientific Name Common Name Size Spacing in 10 rs sf Y ( ) Coverage (sf) 4 pcs LARGE CALIPERTREE PERENNIAL MIX 4 Ulmus americana 'Valley Forge' Valley Forge Amerian Elm 5"cal. B&B as shown 535 2140 ®SCREENING VEGETATION 13 pcs MEDIUM CALIPER TREE 13 Nyssa sylvotico Black Gum 4" cal. B&B as shown 181 2353 54 pcs SMALL CALIPER TREE 4 Amelanchierarborea Serviceberry 10'-12'HT. B&B as shown 130 520 11 Thuja plicata 'Green Giant' Green Giant Arborvitae 8'-10' HT. B&B as shown 7 77 39 Thuja x 'Steeplechase' Steeplechase Arborvitae 6'-8'HT. B&B as shown 7 273 Proposed Tree Canopy Coverage 5363 27 pcs LARGESHRUBS 27 Hydrangea quercifolia Oakleaf Hydrangea 5gal. as shown 16 432 70 pcs SMALLSHRUBS 70 Carpinus caroliniana (Hedge) Ironwood (Hedge) 3 gal. 24" O.C. n/a n/a Proposed Shrub Canopy Coverage 432 Note: No existing trees within limit of work Planting Schedule cont'd 1650 pcs PERENNIALS 330 Aster oblongifolius'OctoberSkies' October Skies Aster 1gal. 18" o.c. 330 Echinacea purpurea'Magnus' Magnus Coneflower 1 gal. 18" o.c. 330 Nepeta racemosa 'Walker's Low' Walker's Low Catmint 1 gal. 18" o.c. 330 Penstemon digitalis Beardtongue 1 gal. 18" o.c. 330 Sporobolusheterolepsis Prairie Dropseed 1gal. 18" o.c. 9,450 sf LAWN Seed Scientific Name Common Name Lbs/Acre 40 Festucaarundinacea Tall Fescue 55 Festuca ovina var. duriuscula Hard Fescue 115 Festuca rubra Creep Red Fescue 55 Festuca rubra sub. Commutata Chewi ngs Fescue Proposed Tree and Shrub Canopy Coverage 5795 ^� x Total Canopy Coverage (proposed tree and shrub canopy + existing tree canopy) 5795 ICV I I I I ICV i \ v 436.69 v / (4) AMELANCIER ARBOREA \I VW ` (3) HYDRANGEA QUERCIFOLIA J G l I I I I I (6) THUJA X'STEEPLECHASE' �\ IC000, V xp,/ ' o EXISTING / LAWN Qo (1 3) NYSSA SYLVATICA (36) CARPINUS CAROLINIANA HEDGE ,/ 4' TALL J ' O \ 444 44 I (18) THUJA X'STEEPLECHASE' (34) CARPINUS CAROLINIANA HEDGE \ 4' TALL (15) THUJA X 'STEEPLECHASE -.IN U -- N STEEP - . — SLOPES \ J C v ` v \ v I X Q1 \ \ UGT— --_ _\_ J \ ` °°° a \ O ULMUS AMERICANA 'VALLEY FORGE' \ \ \ ° 4 \ \ I 1 ° ° ° \ \ i \ \ C \ l \ ° 4 44 \° c) 1 \ ° d ° 44 44 44 �°�\ \ `\ 44 ° 4 \ \ 1 \ — - I \ ° o a°b\ `\ ° ° a° m \ EXISTING ° °�a`Q `\ `\ LAWN \\ °°3°° UCA TV ��I��� ������•.• . • �LX1 ����Vi� IIII/A<.� � VIIIIIII�%ii►. A �W,, III G�IJ►I�. ��R. i► IIIr . , .�I�iI����I�I�� �I► 1 �� IIIIII �_ - j►� ON 1) THUJA'GREEN GIANT" a a as a a°Ya ap°a a °° ° °° ° a ° / (2) ULMUS AMERICANA 'VALLEY FORGE' °°°°d°°° 44 \ \ - / EXISTING \ \ ;.. _ — { - - - _ _ \VEGETATION I � 0 10' 20' 40' N \ NELSON BYRDNo W O LTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 9-10-21 PERMITING STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, VIRGINIA PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE PLANTING PLAN DATE: SEPT 10, 2021 SCALE: 1" = 20'-0" DRAWING NUMBER L301 0 Q V M (V N O O': O iv Q (v 1) a vi J Q H LLI r) O O UjJ N t 0 EL U_ i 0 0 d T 0 U_ L 0 3 0 U 0 w 0 t 0 L 0 Q NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE 8'. MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE 3.2' CAULK JOINT AT ALL CURBS, WALLS, FOOTINGS AND STRUCTURES PORCELAIN PAVERS SCALE: I" = I'-T COMPACTED SUBGRADE PRECAST STEPS SCALE: 1" = 1'-0" DEL CONCA DUE 2 TRAVSTONE PORCELAIN TILE PAVING WITH 5/16" GROUT JOINTS, GROUP BY TEC COLOR 'STANDARD GREY'; TILE PAVING SUPPLIED AS 2,,6'X2316' WITH 16" JOINT TO MAINTAIN 24"X24" GRID 1/2" MASTIC BEDDING REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21A COMPACTED SUBGRADE PEDESTRIAN CONCRETE SCALE: I" = I'-U" STAIR HANDRAIL 00 BEYOND n PEDESTRIAN CONIC 1 /2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR (TYP) CAST STONE STEP WITH PROFILE AND COLOR TO MATCH WHAT IS BEING USED AT THE MAIN HALL IN THE ARCHITECTURAL DRGS II a III—I�I— I_I -III III IIII � I 1 I , --li III —III —, A Ad 44 5-3" STUCCO RETAINING 00 WALL BEYOND CONCRETE WITH LIGHT BROOM FINISH COLOR: UVA CANVAS $' WIDE SAW CUT CONTROL JOINT, DEPTH OF JOINT TO BE ONE-THIRD THICKNESS OF SLAB. SPACE JOINTS AS SHOWN IN PLAN. SEE PLAN FOR LAYOUT OF JOINTS IN SPECIFIC AREAS REINFORCED CONCRETE SLAB COMPACTED AGGREGATE COMPACTED SUBGRADE AST STONE CAP -O MATCH iPECIFICATION 4T HALL PEDESTRIAN CONC .O.W VARIES, REFER O GRADING PLAN SUBSOIL DRAIN IN DRAINAGE LAYER SEE CIVIL ENGINEER DRAWINGS ( 3 � STUCCO PLANTER WALL WITH PRECAST CAP OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 4' H) REVISION 01 Panneaux Omega Architecturale sur poteaux carres (grandeur 4' H) Universal Collar / Attache Universelle 1 31/32' 150mm] c/c 1' [25.4mm] W [152244I mm] Il "SIrkresubl� //�' Syst9me de C16tums Omega II Te1:450-666-1800 omPga�� ) Lava, ul.St-ElzAarOuest 1600-836�342 v Laval, Quebec Fax 450-836_6342 II fYlIVMf H7L3N6 w .omagatleuz.com POOL FENCE SCALE: I" = I'-U" OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 8' H) REVISION 01 Panneaux Omega Architecturale sur poteaux carr6s (grandeur 8' H) Panel / Panneau B' (57 Ibs/25.9 kg) Collar / Iniverselle 8" 1162.4 mm] 6 ga/jauge 104.88mm] p Systbma de CIBNms Omega II Tel:450-686-9600 omen „ ' Leve houl.al-Elz6ar Quest 1-800-838-9342 �ig11 Laval, Quebec Fax !mil©/YSI�Mf H7L 3N6 www.omagatlaux.com PICKLEBALL COURT FENCE NELSON B Y R D WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 9-10-21 PERMITING STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE DETAILS DATE: SEPT 10, 2021 SCALE: AS SHOWN DRAWING NUMBER L5900 STAIR HANDRAIL SCALE: 1" = 1'-0" _z 12 CV a a 0 0 N 0 N 0 m a (D V) T a LL I rn 3 J Q LU w n O z z Q J a o_ LO J N IL U_ i 0 0 d T E U_ i L 0 3 0 U 0 w 0 t 0 _o a FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE NATIVE SOIL & REPLACE WITH AMENDED TOPSOIL HAVING 25% DECOMPOSED ORGANIC COMPOST SUBGRADE PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1/2"= 1'-U" 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT PERENNIAL AND GROUNDCOVER PLANTING LAYOUT SCALE: 1 /2" = V-0" 4'X5" STEEL EDGING W/ 16"X15" STL STAKES WELDED @ 18" OC, 8" OVERLAP SEGMENTS ADJ PLANTING SOIL NOTE: SUBMIT SAMPLE OF STEEL EDGING FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL EXCAVATE NATIVE SOIL & BACKFILL WITH AMENDED TOPSOIL HAVING 15% DECOMPOSED ORGANIC COMPOST B + B SHRUB PLANTING DETAIL SCALE: 1 /2" = 1'-0" 2"x2"x6' MIN. HARDWO( STAKES. USE 2 STAKES F TREE AND SET OUTSI ROOT PACKA, 2"-3" DOUBLE SHREDD HARDWOOD MUL( TAPER AT TRUNK. MUL, TO WITHIN 2" OF TRU IN PLANTING ARE, REMOVE ALL WIRE STRING FROM ROOTB/ AND ALL BURLAP FR( TOP 2/3 OF ROOTB) EXCAVATE NATIVE SOIL BACKFILL WITH AMEND TOPSOIL HAVING 1 DECOMPOSED ORGAN COMPC COMPACT SUBS( TO FORM PEDEST TO PREVENT SETTLIP TREE PLANTING DETAIL SCALE: 1 /2" = V-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE SHRUB PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. EXCAVATE NATIVE SOIL & BACKFILL WITH AMENDED TOPSOIL HAVING 15% DECOMPOSED ORGANIC COMPOST 3' L5.10 CONTAINER SHRUB PLANTING DETAIL SCALE: 1 /2" = I'-U" TREE ANCHOR DETAIL SCALE: 1 /2" = V-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE SHRUB PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING TREE PLANTING SIM OAN TREE ANCHORING ✓1, ARBOR GUY MEDIUM OR STRAP SYSTEM WITH -IN HEAVY-DUTY ORS, OR APPROVED EQ FOR TREES PLANTED IN MPOSED GRANITE, DE A COLLAR OF ED DECOMPOSED ITE WITH FINES VED, EXTENTS TBD, !DINATE W/ LA NELSON B Y R D WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 9-10-21 PERMITING STAMP PROJECT NAME KESWICK FAMILY POOL KESWICK, V I R G I N I A PROJECT NO.: 1806 DRAWN BY: BO, CP, EG CHECKED BY: EG DRAWING TITLE PLANTING DETAILS DATE: SEPT 10, 2021 SCALE: AS SHOWN DRAWING NUMBER L591 0 STEEL EDGE AT PLANTING SCALE: 1" = V-0"