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HomeMy WebLinkAboutSDP201800016 Plan - Submittal (First) Major Amendment, Final Site Plan 2018-03-26'A T r priiij [I I i ]&I d 1 9 w v I AMR- 9 AW 4-L 4711 MAJOR SITE PLAN AMENDMENT COUNTY OF ALBEMARLE, VIRGINIA NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 C1.00 C1.01 HISTORIC HOTELS OF ALBEMARLE LLC C1.02 701 CLUB DRIVE C1.3 KESWICK, VA 22947 C2.00 PARCEL 08000-00-00-008ZO C2.01 KESWICK CLUB LLC C2.02 701 CLUB DRIVE C2.03 KESWICK, VA 22947 EXISTING ZONING: RA C2.05 EXISTING CONDTIONS MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. C2.08 PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 2.74 AC PROPOSED IMPERVIOUS AREA: 5.48 AC LIMITS OF DISTURBANCE: 9.40 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 276-523-4669 PROJECT #: L17-10405 INFRAMAP CORP 10365 CEDAR LAN E GLEN ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 TIMMONS GROUP c:8 IMPERIAL DRIVE STAUNTON, VA 24401 540-885-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 75 FT SIDE: 25 FT REAR: 35 FT PROPOSED USE: ADDITIONAL HOTEL ROOMS, RELOCATED RESTAURANT, AND ADJUSTED PARKING. EXISTING PARKING: 117 SPACES PARKING REQUIRED FOR NEW DEVELOPMENT: 38 NEW GUEST ROOMS (1 SPACE / GUEST ROOM) = 38 SPACES TOTAL POST DEVELOPMENT PARKING PROVIDED: STANDARD SPACES = 176 HANDICAP SPACES = 6 TOTAL SPACES = 182 LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE SOUTHERN SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. 3/26/2018 VICINITY MAP 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 Sheet List Table Sheet Number C0.00 Sheet Title COVER C1.00 C1.01 NOTES AND DETAILS NOTES AND DETAILS C1.02 NOTES AND DETAILS C1.3 NOTES AND DETAILS C2.00 SHEET INDEX C2.01 EXISTING CONDITIONS C2.02 EXISTING CONDITIONS C2.03 EXISTING CONDITIONS C2.04 EXISTING CONDTIONS C2.05 EXISTING CONDTIONS C2.06 DEMOLITION PLAN C2.07 DEMOLITION PLAN C2.08 DEMOLITION PLAN C2.09 DEMOLITION PLAN C2.10 DEMOLITION PLAN C3.00 EROSION AND SEDIMENT NOTES AND DETAILS C3.01 EROSION AND SEDIMENT CONTROL PHASE I C3.02 EROSION AND SEDIMENT CONTROL PHASE I C3.03 EROSION AND SEDIMENT CONTROL PHASE I C3.04 EROSION AND SEDIMENT CONTROL PHASE I C3.05 EROSION AND SEDIMENT CONTROL PHASE I C3.06 EROSION AND SEDIMENT CONTROL PHASE II C3.07 EROSION AND SEDIMENT CONTROL PHASE II C3.08 EROSION AND SEDIMENT CONTROL PHASE it C3.09 EROSION AND SEDIMENT CONTROL PHASE II C3.10 EROSION AND SEDIMENT CONTROL PHASE II C4.00 SITE PLAN C4.01 SITE PLAN C4.02 SITE PLAN C4.03 SITE PLAN C4.04 SITE PLAN C5.00 GRADING AND DRAINAGE PLAN C5.01 GRADING AND DRAINAGE PLAN C5.02 GRADING AND DRAINAGE PLAN C5.03 GRADING AND DRAINAGE PLAN C5.04 GRADING AND DRAINAGE PLAN C5.05 GRADING SPOT SHOTS PLAN C5.06 GRADING SPOT SHOTS PLAN C5.07 GRADING SPOT SHOTS PLAN C5.08 GRADING SPOT SHOTS PLAN C5.09 GRADING SPOT SHOTS PLAN C6.00 STORMWATER MANAGEMENT SUMMARY - PRE -DEVELOPED C6.01 STORMWATER MANAGEMENT SUMMARY - POST -DEVELOPED C6.02 STORMWATER MANAGEMENT SUMMARY - DETAILS C6.03 STORMWATER MANAGEMENT SUMMARY - DETAILS C6.04 STORMWATER SUMMARY PLAN C7.00 PROFILES C7.01 PROFILES C7.02 PROFILES C7.03 PROFILES L1.00 MATERIALS KEY PLAN L1.10 MATERIALS ENLARGEMENT PLANS L1.20 MATERIALS ENLARGEMENT PLANS L1.30 MATERIALS ENLARGEMENT PLANS 1-1.40 MATERIALS ENLARGEMENT PLANS L1.50 MATERIALS ENLARGEMENT PLANS L2.00 SITE DETAILS L2.01 SITE DETAILS L2.03 SITE DETAILS L2.04 SITE DETAILS L2.05 SITE BRIDGE DETAILS L2.06 SITE RAILING DETAILS L3.00 PLANTING KEY PLAN L3.10 PLANTING ENLARGEMENT PLAN L3.20 PLANTING ENLARGEMENT PLANS L3.30 PLANTING ENLARGEMENT PLANS L3.40 PLANTING ENLARGEMENT PLANS L.3.50 PLANTING ENLARGEMNT PLANS L3,60 PLANTING DETAILS L3.61 PLANTING DETAILS L4.00 SITE LIGHTING KEY PLAN L4.10 SITE LIGHTING ENLARGEMENT PLAN L4.20 SITE LIGHTING ENLARGEMENT PLAN L4.30 SITE LIGHTING ENLARGEMENT PLAN L4.40____]_ SITE LIGHTING ENLARGEMENT PLAN TOTAL SHEETS = 76 A . ' C NV 1, K.9TARS KI T ic. No0402048507 M E O O N U N � G <( O > E LU ULU Q U. 3 LL� LU W a J L' J - to H p M d N N D Q : = U > Q c Ln o .+..r N 00 J O W %.0 �_ cn O C7 D O H 0 LU w U Q z O L0 D O Z O z O a N U w z O R 14 LU 01-1 DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE N/A V J z W W o L) U oC a) n > ti O 0 s 0 H� N 0 CL W a e 0 a) V J � z QM H c , ,, � LU cn a, z = (f) o 0 o z"U� J � 0L) Q o I-1 0 o 0 O m U.j CL °' z < o :E 0 �F- M w- E o o /fes Q o O� O J za) O � CLx f- o T a� o 0 v CL n V v o o L) L (B 0 o L 0 0 WU � 0 O 6c JOB NO. N c o 40241 mc -ton MN N C SHEET NO.M " Q o Co. 00 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. 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. (NIA) 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 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 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. 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 (H ORIZONTAL: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. 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). 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 IOOOLBS/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) 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) _ ..1 z! I � I PAINTED I PER 2% MAX. 18' VDOT/' SPEC. 8-5 8 8' 81 I _ TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale "EDGE OF PAVEMENT 4" PAINTED STRIPE 91 (TYPICAL) REGULAR SPACE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONC. WALK aLj 44 ° a° COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN P9VALTY O&TY 5100' U W 5100 - so RE TOW AWAY ZOE TOW AWAY ZOPE 4" 21-B STONE VAN 6' ABOVE AtxESIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale FINISHED 12" MIN (TYP.) 1.5"DIA GALV RAIL (TYP.).. Wei 12" (TYP.) 12" MIN (TYP.) 2'-10" EXP. (TYP.) JOINT FINISHED GRADE EXP. ( CONCRETE JOINT 1/8 WASH °d #3 REBAR (12" O.C.) ~- d 5" # 57 STONE d d 1'-0" g ° (2) #5 REBARS, BOTTOM CONTINUOUS, 3., LAP 2'-2" AT SPLICES NOTES: 3.. 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% - V d. d / 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 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" - 4 T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 6" TYPE 21A STONE COVER SUB COMPACTED GRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale -- 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT a SAWCUT THROUGH CL U0 EX.SURFACE w COURSE w w & REMOVE PAVEMENT \\ 2; MIN, 2" + EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. --�' SURFACE COURSE SAWCUT EX, BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 'ING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY MILL AND OVERLAY PAVEMENT SECTION No Scale ° '4 a I ic. N c; 04', 2048507 66 `NA M E 0 0 M U N vi N 0 E W E ¢~� U. 0 LL �0=ro a J U 00 .J Uj d > O N (D LU 're) d��¢ DQ :3"j. = V > Ln �- a C Ln rn O N m4.5 00 J S H Z O DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' V 1 W W oU 0 0 4 ICU u o 0 0 CL Wc O V ta) ~' H -0 Z Q a � ry > W c� c� z VI O oN U W � J 0 GO v - �� �0 E --r w I- C co -Z Q Q 2 5o C aI­- M Q E a c N M U, o_ o 0 c 5 (D � va z(n 0P 5 02 X v 0 0 C Q � U m v U U� 0 v U i :U 0 a) W E= U ICU m JOB NO. 0 C ino 40241 (0 � O SHEET NO.Fno C1, oo (-0 �0 LEGEND ROADS TRAFFIC STOP BAR SEWER /-� 1 STORM PIPE & STRUCTURE N0, m s EXISTING SANITARY SEWER M DROP INLET & STRUCTURE NO. WATER CURB CURB & GUTTER __.ee_.md�d -- EXISTING WATER LINE DRY CURB & GUTTER 6" W PROPOSED WATER LINE PROPOSED PAVEMENT -'0 .6" W PROPOSED VALVE PAVED DITCH ! T i 6" W PROPOSED TAPPING SLEEVE JUTE MESH DITCH --�- PROPOSED FIRE HYDRANT (COMPLETE) - -► CENTERLINE OF DITCH GRADING BENCH MARK TC =TOP OF CURB CLEARING LIMITS BC =BACK OF CURB EP = EDGE OF PAVEMENT R-1 VDOT STANDARD STOP SIGN TW = TOP OF WALL BW = BOTTOM OF WALL 200 ---- EXISTING CONTOUR TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 200 PROPOSED CONTOUR N/A = NOT APPLICABLE TO THIS +240.5 EXISTING SPOT ELEVATION PROJECT TC 240.5 PROPOSED SPOT ELEVATION PARKING COUNT 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 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) _ ..1 z! I � I PAINTED I PER 2% MAX. 18' VDOT/' SPEC. 8-5 8 8' 81 I _ TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale "EDGE OF PAVEMENT 4" PAINTED STRIPE 91 (TYPICAL) REGULAR SPACE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONC. WALK aLj 44 ° a° COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN P9VALTY O&TY 5100' U W 5100 - so RE TOW AWAY ZOE TOW AWAY ZOPE 4" 21-B STONE VAN 6' ABOVE AtxESIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale FINISHED 12" MIN (TYP.) 1.5"DIA GALV RAIL (TYP.).. Wei 12" (TYP.) 12" MIN (TYP.) 2'-10" EXP. (TYP.) JOINT FINISHED GRADE EXP. ( CONCRETE JOINT 1/8 WASH °d #3 REBAR (12" O.C.) ~- d 5" # 57 STONE d d 1'-0" g ° (2) #5 REBARS, BOTTOM CONTINUOUS, 3., LAP 2'-2" AT SPLICES NOTES: 3.. 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% - V d. d / 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale 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" - 4 T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 0 6" TYPE 21A STONE COVER SUB COMPACTED GRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale -- 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT a SAWCUT THROUGH CL U0 EX.SURFACE w COURSE w w & REMOVE PAVEMENT \\ 2; MIN, 2" + EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. --�' SURFACE COURSE SAWCUT EX, BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 'ING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY MILL AND OVERLAY PAVEMENT SECTION No Scale ° '4 a I ic. N c; 04', 2048507 66 `NA M E 0 0 M U N vi N 0 E W E ¢~� U. 0 LL �0=ro a J U 00 .J Uj d > O N (D LU 're) d��¢ DQ :3"j. = V > Ln �- a C Ln rn O N m4.5 00 J S H Z O DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' V 1 W W oU 0 0 4 ICU u o 0 0 CL Wc O V ta) ~' H -0 Z Q a � ry > W c� c� z VI O oN U W � J 0 GO v - �� �0 E --r w I- C co -Z Q Q 2 5o C aI­- M Q E a c N M U, o_ o 0 c 5 (D � va z(n 0P 5 02 X v 0 0 C Q � U m v U U� 0 v U i :U 0 a) W E= U ICU m JOB NO. 0 C ino 40241 (0 � O SHEET NO.Fno C1, oo (-0 �0 K '4 ' dtiA& Dr rA1L IS INTcNi rn PnR TOP OF CURB SECTION. dCRONLY. ANO 1ST NOT SITE SPE[NiIC. X/ X/ SURFACE \\ \\ BASE a Q e 4 FLUSH CURB No Scale 2. EF fLtT ltSVptl;R TRENCH UAC ciUTF81.L { %ei AREe MAYS 01,10 1'I'It)N4. a. IualfA WALKWAY& MATERIAcS), .ASTIC WAVER 4. UPS/dNGRE_� INSTauArtar�NS A. THE G4NTfdA 1OLEPANCL, S. INSTALL SUB( LIFTS Ttwf tS C. U8E-GONNEC: D. PAVER PANE{ EXPOSED TO UC27 GEUTEXTILE. E. PAVERSCAd 4 A!..F;Ir19 OR F. PIJ.b PAVERS. A,SQyE TIM T aNG Trt N O. CARRY OUTi 4wSTQOVsR. H. IT*,,P REPERi VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB QUIREMENTS W/ GEOGRID ) 4500 EjSEE j QEQIGRUD )TF3:1) SS ( 3 (SEE NOTE 1) 3 I TYS qY 2 r r i!b°2t TX7 � Tx a r1i at+a TAt 1445 _ TXT 0 CeOTEXTTLES BY CONTECa-t e.N alf^leeF�:cX�SOLUYi©SIB:'SfN�825f.,'i4t7 :„fl14E'Nc7RK:AFTER.ENnFA>~SS1.GRABE WAFa CaEEN FINE-GFS,'i"£A f6Ni2.0 MPAT;TED TO SPE[F h.L OVER-PREPAREDSUBGRADE TO ELEVATIONS ANG DEPTHS SHOWN ON PLAN; INSTALL f&..TERiAL IN: -S. COAVIACTING EACH LIFT TO, 5m MOOIFIPD PROCTOR DENSITY. NOTAIi4 PF pFAs'Acl NG AND TOIWFRL0<,K TNE-PAVERS ITH THE 4AR43FR CLOVER t'aPEN1NiEFitCIN,G DIG N. ixAVER V�tATFR1A4 HrSLkO BE COVERED IF NfEmTs PCS mr,RE It"vA m DAYs. 11r,Pf1'"i`EF2 51 N6 TO FIT ARIOVND tJBSTRWT UC AND 004TOtIRS, PIEL'ES WHICH ARE LESS THAN Ci?kS�:1SEp. ANF. ALL MATERIAL SHAD. RE INSTALLED TO THETTA RTF 11TE LAVER A,Aa Ni+ HIGHER THM jMNCH ICE THD FILL MATERIAi 151NETALLFD!,1SeA461#VIO'Pi4TINO KATET:s;'ONSOLIDATE 111E PAVER S. IL1. 'EiYINOrr aER;4L121NG AAJi3 wttTERING PRr�G?+nh1. 4. VEPY LIGH1 TCN* ORES514G MAY SL- APILILD To rvlts£ AnE% uA'rE C,6t 't[JWIS. PASS, TQ F',3LLY�;,STA5US4 PRIORTtSVWME 7RkFFKC URBANGREEN PLASTIC PAVERS GRASS INSTALLATION - STANDARD DETAIL 4" VDOT A-3 CONCRETE -CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale (4) 1" (25mm) DIA HOLES 1 1/2° ON 32 3,/4" (834mm) DIA 27 1/2" DIA [38mmI BOLT CIxRCLE. [699mm] 26 1/4- DIA 7" [667mm] [178mm] f 24" DIA [606mm] J 28 7/16" DIAI 1 6m" [722mm] I [im] 36" DIA 26" O O 36" DIA] -- [660mm] 1 1f2" 13/16" k FRAME SECTION [38mm] [20mm] _1 2' (51mm) LETTERS (RECESSED FLUSH) 1. ` 3 1/8" 125mm] 4 22 13/16 2 1/8. 3 13/ 16" [579 mm] [97mm] [54mm 1 3f8" � 25" [635mm] 11/16" [35mm] 9/16" O.D. OF GKT GROOVE fi [17mm]': [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL I (2) WSHR 1/16 X 5/8 X 1 1/2 1800" { RUBBER PART# 00981045 S � (2) CORED J 1 5/8" (2)BLT HEX 5/8-11X3 1/2 SS Yv PICKBARS [5mm]2, [41 mm] PART# 00981250 [6mm 1 /2" 63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 10 1.54 0D SS jPLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm] PART# 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (2) 1935R 3585 MANHOLE FRAME & COVER LOCK Luc ASSEMBLY N.T.S FIG S -I -E FLUSH CURB 4" 21 B STONE 18' PARKING (REFER TO SHEETS C4.00 -C4.04 FOR LOCATION) Fvv UNDERDRAIN PIPE PERMEABLE PAVERS SECTION No Scale 7-1/2" 3TH 0.5' FROM EP ANCHOR WITH 5/" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP vw I L-/\ I ILL FABRIC 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN Q ° a _51- PRECAST ' PRECAST CONCRETE WHEEL STOPCURB TRANSITION DETAIL No Scale No Scale 2016 ROAD & BRIDGE STANDARDS TABLE 1: TYPiCAL SUB -BASE (D) THS HIGH MORE THAN 1500 VPD CG 11 I C R.STFtENGTH OF NOTE: WHEN A PEDESTRIAN ACCESS ROUTE APPLICATIONYLOAD 6 LOW LESS THAN 500 VPD CROSSES A COMERCIAL ENTRANCE SJBGRADE SOIL ° - THE CROSS SLOPE SHALL BE 2'/. FOR ( wl x37"at'- FIR£YR J^.K ANG 4-6 sl; 4".20 Oz.. OCGASIONA4 HEAVY GENERAL NOTES LEd'STRENC4Tft: 2p P4 I VE4CLE rtz,C£SS 214: I: - HOPESPP CCI�C�L'lh4EP: . '! SLACK I DIFFERENCE ACROSS M.H. 5" uC T EllIM ,c Essar. �0 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO _$f'ILt6VE1i C'ftR - t�3+§3XIka� .�m...em....e .....«.......:........:..... CaR - (SAUP 7A AA 6£ARINO RATIO 2.4 ....eo«mm�m««m Y11 ...e.e.�a.-...:. 1Uf#u.FNGREEN PLASTIta PAVeR SHOWN ON PLANS) K '4 ' dtiA& Dr rA1L IS INTcNi rn PnR TOP OF CURB SECTION. dCRONLY. ANO 1ST NOT SITE SPE[NiIC. X/ X/ SURFACE \\ \\ BASE a Q e 4 FLUSH CURB No Scale 2. EF fLtT ltSVptl;R TRENCH UAC ciUTF81.L { %ei AREe MAYS 01,10 1'I'It)N4. a. IualfA WALKWAY& MATERIAcS), .ASTIC WAVER 4. UPS/dNGRE_� INSTauArtar�NS A. THE G4NTfdA 1OLEPANCL, S. INSTALL SUB( LIFTS Ttwf tS C. U8E-GONNEC: D. PAVER PANE{ EXPOSED TO UC27 GEUTEXTILE. E. PAVERSCAd 4 A!..F;Ir19 OR F. PIJ.b PAVERS. A,SQyE TIM T aNG Trt N O. CARRY OUTi 4wSTQOVsR. H. IT*,,P REPERi VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB QUIREMENTS W/ GEOGRID ) 4500 EjSEE j QEQIGRUD )TF3:1) SS ( 3 (SEE NOTE 1) 3 I TYS qY 2 r r i!b°2t TX7 � Tx a r1i at+a TAt 1445 _ TXT 0 CeOTEXTTLES BY CONTECa-t e.N alf^leeF�:cX�SOLUYi©SIB:'SfN�825f.,'i4t7 :„fl14E'Nc7RK:AFTER.ENnFA>~SS1.GRABE WAFa CaEEN FINE-GFS,'i"£A f6Ni2.0 MPAT;TED TO SPE[F h.L OVER-PREPAREDSUBGRADE TO ELEVATIONS ANG DEPTHS SHOWN ON PLAN; INSTALL f&..TERiAL IN: -S. COAVIACTING EACH LIFT TO, 5m MOOIFIPD PROCTOR DENSITY. NOTAIi4 PF pFAs'Acl NG AND TOIWFRL0<,K TNE-PAVERS ITH THE 4AR43FR CLOVER t'aPEN1NiEFitCIN,G DIG N. ixAVER V�tATFR1A4 HrSLkO BE COVERED IF NfEmTs PCS mr,RE It"vA m DAYs. 11r,Pf1'"i`EF2 51 N6 TO FIT ARIOVND tJBSTRWT UC AND 004TOtIRS, PIEL'ES WHICH ARE LESS THAN Ci?kS�:1SEp. ANF. ALL MATERIAL SHAD. RE INSTALLED TO THETTA RTF 11TE LAVER A,Aa Ni+ HIGHER THM jMNCH ICE THD FILL MATERIAi 151NETALLFD!,1SeA461#VIO'Pi4TINO KATET:s;'ONSOLIDATE 111E PAVER S. IL1. 'EiYINOrr aER;4L121NG AAJi3 wttTERING PRr�G?+nh1. 4. VEPY LIGH1 TCN* ORES514G MAY SL- APILILD To rvlts£ AnE% uA'rE C,6t 't[JWIS. PASS, TQ F',3LLY�;,STA5US4 PRIORTtSVWME 7RkFFKC URBANGREEN PLASTIC PAVERS GRASS INSTALLATION - STANDARD DETAIL 4" VDOT A-3 CONCRETE -CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale (4) 1" (25mm) DIA HOLES 1 1/2° ON 32 3,/4" (834mm) DIA 27 1/2" DIA [38mmI BOLT CIxRCLE. [699mm] 26 1/4- DIA 7" [667mm] [178mm] f 24" DIA [606mm] J 28 7/16" DIAI 1 6m" [722mm] I [im] 36" DIA 26" O O 36" DIA] -- [660mm] 1 1f2" 13/16" k FRAME SECTION [38mm] [20mm] _1 2' (51mm) LETTERS (RECESSED FLUSH) 1. ` 3 1/8" 125mm] 4 22 13/16 2 1/8. 3 13/ 16" [579 mm] [97mm] [54mm 1 3f8" � 25" [635mm] 11/16" [35mm] 9/16" O.D. OF GKT GROOVE fi [17mm]': [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT NEOPRENE GASKET SEE ASSEMBLY DETAIL I (2) WSHR 1/16 X 5/8 X 1 1/2 1800" { RUBBER PART# 00981045 S � (2) CORED J 1 5/8" (2)BLT HEX 5/8-11X3 1/2 SS Yv PICKBARS [5mm]2, [41 mm] PART# 00981250 [6mm 1 /2" 63 DIA. STAINLESS STEEL ROD (2) WSHR 5/8 10 1.54 0D SS jPLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm] PART# 00981318 PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (2) 1935R 3585 MANHOLE FRAME & COVER LOCK Luc ASSEMBLY N.T.S FIG S -I -E FLUSH CURB 4" 21 B STONE 18' PARKING (REFER TO SHEETS C4.00 -C4.04 FOR LOCATION) Fvv UNDERDRAIN PIPE PERMEABLE PAVERS SECTION No Scale 7-1/2" 3TH 0.5' FROM EP ANCHOR WITH 5/" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP vw I L-/\ I ILL FABRIC 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21B STONE 8" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN Q ° a _51- PRECAST ' PRECAST CONCRETE WHEEL STOPCURB TRANSITION DETAIL No Scale No Scale 2016 ROAD & BRIDGE STANDARDS pLD 1 :� -� CLASS A3 \ o, (H.E.S.) o o. t; - CONCRETE SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD CG 11 3 NOTE: WHEN A PEDESTRIAN ACCESS ROUTE _< 3 % 6 LOW LESS THAN 500 VPD CROSSES A COMERCIAL ENTRANCE 8 ° - THE CROSS SLOPE SHALL BE 2'/. FOR CONCRETE SECTIONS 24"MI I A WIDTH OF 5 FEET. 3.01 0.24 < I A-� x*STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS o AS MAINLINE ROADWAY (SEE NOTE 3) EMBEDMENT SHOWN ON PLANS) 0 '! 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 BY HAND OR APPROVED DIFFERENCE ACROSS M.H. 5" (RADIUS TO BE AS OR CG -7, THE CURB FACE ON THIS STANDARD IS TO HAUNCHING NO, 68 STONE SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB 0.10 2.00 BEDDING 6" max CG -2 OR CG 6 CONFIGURATION. SHALL BE 0.20 FEET. / (SEE NOTE 1) - - - - 2.00 FOUNDATION (SHALL BE / �J000 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE b a SIDEWALK USED WITH THIS STANDARD. VARIES ALL PIPE) DEPTH OF FLOW 0.48 (SIDEWALK (SEE - - - m- 8„ NOTE 5) Df OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 2.77 _ FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION F 3/4 DIAMETER OF - REQUIRED FOR MAINLINE PAVEMENT WHiCH CAN BE 1.66 EXPANSION 2.69 EXPANSION OMITTED IN THE ENTRANCE.) 2.91 JOINT u I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER 1.66 _ SEWER. 0.13 SHALL NOT BE CONSTRICTED BEYOND THE R/W LINE `t -U7 C: In NOTE: WIDTH "B" 2'-0" OR AS c� MAINLINE ROADWAY A FILLETED INVERT FOR A SMOOTH EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A TRANSITION OF FLOW BETWEEN 0.83 PLAN VIEW ENTRANCE NOTES PROVIDED. MIN. 6" BEDDING 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE W/ N0, 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 4.00 10'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INSIDE AND OUT. 22 1/2 INCREASED TO 7", (SEE CG -13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE 8 % MAX. D GRADE CHANGE ® _ _ - D 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - 7) THE ENTRANCE. 1.83 8% MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES 0.18 GRADE CHANGE "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE, THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS, 5' MIN. 20' MINIIMUM FOR COMMERCIIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG -111S USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AA5HT0 POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A �G THDISTDAOT ROAD DESIGN STOPPING NCE AND K VALUEREQUIREMENTS, 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE 2" B ACROSS THE INTERSECTION, 7 --� ALLOWABLE ENTRANCE GRADE CHANGES pLD 1 :� -� CLASS A3 \ o, (H.E.S.) o o. t; - CONCRETE SECTION C -C ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0% 3 MEDIUM 500-1500 VPD _< 3 % 6 LOW LESS THAN 500 VPD 5 6 % 8 NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION VDOT REFERENCE METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2016 ROAD & BRIDGE STANDARDS FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2)-0$$ b b RUBBER COATED STEEL " 1 1 Lj REMAINING BACKFILL SHALL STEPS CAST IN PLACE WIDEN TRENCH NOT CONTAIN ROCK MATERIAL 3'-0" MIN PRECAST REINFORCED LARGER THAN 5" IN ANY H ° DIMENSION CONCRETE SECTIONS 24"MI 12" MIN 3.01 0.24 "0" RING SEALS 4 16" MAX (6" LIFTS) EMBEDMENT MINIMUM ELEVATION ° '! 2.60 BY HAND OR APPROVED DIFFERENCE ACROSS M.H. 5" 4'-0" HAUNCHING NO, 68 STONE FROM INLET TO OUTLET 2.52 0.10 2.00 BEDDING 6" max 2.50 0.15 SHALL BE 0.20 FEET. 11 1/4 1.50 2.00 FOUNDATION (SHALL BE 0.10 �J000 CONCRETE b CONDITIONS ARE UNSTABLE 90 VARIES ALL PIPE) DEPTH OF FLOW 0.48 Q) Lu m- 8„ CHANNEL TO BEFILLETS 2.66 2.66 2.77 0.26 3: 0 X F 3/4 DIAMETER OF 22 1/2 1.66 IT= 2.69 0.13 CONTRIBUTING-- 2.91 => - - 11 1/4 1.66 2.16 SEWER. 0.13 a ° b. `t -U7 C: In ° ° 12" A FILLETED INVERT FOR A SMOOTH c a 3.83 TRANSITION OF FLOW BETWEEN 0.83 INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0, 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 4.00 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 22 1/2 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S -I -A TD -25 MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270°) 7 CU. FT. 18' VALVE BO GRAVED VMLVC 2500 P.S.I. CONCRET BASE AND THRUST ° BLOCKAGAINST UNDISTURBED STABLE r `• SOIL. STEEL PIL ^ 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WH MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -.-CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale 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. 66 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 NSTALLATION IN TRENCH NTS FIG. S-3 TD -34 Li .j z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN FLEXIBLE CONNECTION --/LJ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE LLJ CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -1-B TD -27 G FOR ALL BENDS 45° DEGREE OF BEND 1 1 Lj REMAINING BACKFILL SHALL FOR TEE OR WYE FITTINGS WIDEN TRENCH NOT CONTAIN ROCK MATERIAL ACCOMMODATE 36"MIN LARGER THAN 5" IN ANY H T DIMENSION 45° MIN 24"MI BEDDING AS REQUIRED 3.01 0.24 INTI AL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT 45 * THOROUGHLY COMPACTED SPRING LINE 2.60 BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO, 68 STONE - - - 2.52 0.10 2.00 BEDDING 6" max 2.50 0.15 4" min 11 1/4 1.50 2.00 FOUNDATION (SHALL BE 0.10 �J000 REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 90 3.66 ALL PIPE) 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. 66 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 NSTALLATION IN TRENCH NTS FIG. S-3 TD -34 Li .j z I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN FLEXIBLE CONNECTION --/LJ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE LLJ CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -1-B TD -27 G FOR ALL BENDS 45° 45 max � L 1 SECTION 2-2 PIPE SIZE DEGREE OF BEND 1 1 Lj VOL. CU.YD. FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE T ANCHOR IF H T REQUIRED. 45° MIN 2.50 BEDDING AS REQUIRED 3.01 0.24 45 max � L 1 SECTION 2-2 PIPE SIZE DEGREE OF BEND BEND DIMENSIONS (FEET) VOL. CU.YD. TEE AND PLUGS (FEET) VOL. CU.YD. L H T L H T O 90 2.50 2.50 3.01 0.24 C7 as E 4" & 6" 45 2.00 2.25 2.60 0.15 O 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 �J000 J LuH 90 3.66 Po3.16 3.21 0.48 Q) Lu m- 8„ 45 2.66 2.66 2.77 0.26 3: 0 X F o 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 H `t -U7 C: In 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 ry 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS No Scale PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS C? AS DIRECTED. MARKER LOCATION MAY BE SUBJECT C. TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE 2500 P,S.I. CONCRETE TH RUSTBLOCKa 2'x 2' BEARING AREA a Q a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP) _ No Scale 'NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 1 j Z2" METER NTS FIG, W -7B TD -15 TYPICAL 1.5" WATER METER VAULT No Scale Ldc. No, 0402048507 (n M E 0 N 0 fV � O E C7 as E Lu O 3 ¢ N �� C) L6 uj 0 4L T� ry (t �J000 J LuH - Ln CL > Qo T•`1 Q) Lu = �F '=a' w 2! 3: 0 X F o LL O U)= N (n H `t -U7 C: In orn N O O CO _I 14 Q0 Iw- W ry (n O C7 O 0 Lu > Lu = w - Q F Z O (n > 0� DATE OO 03-26-2018 DRAWN BY J, STUMPF DESIGNED BY 1. STUMPF CHECKED BY • C. SHIFFLE7T • SCALE 1 "=20' z W CL2:W r) u� W F-1 z Q Q (D � Lu Z z O Lu 0 Q W/ ~ w i- m o '-' Q z H tJ J W JOB NO. 40241 SHEET NO. C1, 01 �a Z) �0 a0� (5 CL u� �- z 0)o '5 O a Eo �U) i o n z � D >y X = o 0 0 0 0 CL:s o ' CL a U) M2 0 w .o a� SO i 0 c i. - a a a � v o C vI O (n o C U m o (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) NYLOPLAST 18" DRAIN BASIN: 2818AG X NYLOPLAST 24" DRAIN BASIN: 2824AG X (6 MIN. BASED ON (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: IF MANUFACTURING REQ. (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: 4" MIN ) WATERTIGHT JOINT MANUFACTURING REQ.) 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 1 4" MIN ) 4" - 24" FOR CORRUGATED HDPE (ADS N-12(HANCOR DUAL WALL, (CORRUGATED HDPE SHOWN) 4" MIN ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), l PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC \ i THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER % GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 4" -12" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, (CORRUGATED HDPE SHOWN) - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) y BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE ADS/HANCOR SINGLE WALL), N-12 HP, PUC SEWER (EX: SDR 35), BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRATE OPTIONS LOAD RATING PART # pRAWING # PEDESTRIAN STANDARD MEETS H-10 MEETS H-20 (1.2) INTEGRATED DUCTILE IRON 7001-11x202 7001.110 203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE NIA 1299CGP8 FRAME &GRATE TO MATCH BASIN fl.Q. -� DOME NIA 1299CGO 7001-110.206 (1, 2) INTEGRATED DUCTILE IRON LIGHT DUTY 1201 DI 7001-11x021 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 711 811 6011 6611 9611 FRAME &GRATE TO MATCH BASIN Q.D. � 71')11 8 BUFORD, GA 30518 18" MIN WIDTH GUIDELINE OR POSSESSION F THI PRINT DOES NOT CONFER, O S O S 0 GQ TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 18 MIN WIDTH GUIDELINE " LUGS v �✓ �® la PHN 770 2.2443 H 93 O FAX (770) 932.2490 18" MIN WIDTH GUIDELINE { TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME 0.970 WWW,nyloplast-us.com N-12 HP, & PVC SEWER (4" -24"), Qom, REPRODUCTION OF THIS PRINT OR ANY INFORMATION 3.817' 13 TITLE 0.970 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE 14 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 09.05-13 4.5411 DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 8"' MIN THICKNESS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 16 3.4 QUICK SPEC INSTALLATION DETAIL 6- 8" . 30" DOME GRATES HAVE NO LOAD RATING. 17 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. Q20'3 HYLOPLAST DWG SIZE A GUIDELINE DWG N0, 7001-110.397 4 DI -1 0.582 f2 SECTION CAST IRON --+-- If2 SECTION STEEL MINIMUM PIPE BURIAL Q 2,_ „ MINIMUM PIPE BURIAL a 8" MIN THICKNESS GUIDELINE DEPTH PER PIPE MANUFACTURER e 44 8" MIN THICKNESS GUIDELINE DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO RECOMMENDATION \� (3) VARIABLE INVERT HEIGHTS MANUFACTURER PLANS/TAKE OFF) (MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR AVAILABLE (ACCORDING TO RECOMMENDATION {5) ADAPTER REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE (5) ADAPTER PLANS/TAKE OFF (MIN. MANUFACTURING ANGLES TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR VARIABLE 0'-360° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ANGLES ARIABLE 0° -360' REQ. SAME AS MIN. SUMP) VARIABLE 0° - 360° GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDING TO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. PLANS \ GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS. - DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, SEE DRAWING NO. 7641-110-111 FOR NON TRAFFIC INSTALLATION. TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION. 11 (3) VARIABLE SUMP DEPTH - - ACCORDING TO PLANS gal _ �� (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ (6 MIN. BASED ON (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: IF MANUFACTURING REQ. (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: 4" MIN ) WATERTIGHT JOINT MANUFACTURING REQ.) 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 1 4" MIN ) 4" - 24" FOR CORRUGATED HDPE (ADS N-12(HANCOR DUAL WALL, (CORRUGATED HDPE SHOWN) 4" MIN ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), l PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC \ i THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER % GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 4" -12" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, (CORRUGATED HDPE SHOWN) - CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) y BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE ADS/HANCOR SINGLE WALL), N-12 HP, PUC SEWER (EX: SDR 35), BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRATE OPTIONS LOAD RATING PART # pRAWING # PEDESTRIAN STANDARD MEETS H-10 MEETS H-20 1299CGP 1299CG5 7001-11x202 7001.110 203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE NIA 1299CGP8 x001-110-205 DOME NIA 1299CGO 7001-110.206 DROP 1N GRATE LIGHT DUTY 1201 DI 7001-11x021 GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 1899CGD 7001-116-215 DROP IN GRATE LIGHT DUTY 180101 7001-110-0\4 5411 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 711 811 6011 6611 9611 811 011 66" 71')11 GRATE OPTIONS I LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME NIA 1899CGD 7001-116-215 DROP IN GRATE LIGHT DUTY 180101 7001-110-0\4 GRATE OPTIONS tLOAD RATING PART # DRAWING # PEDESTRIAN i MEETS H-14-_� 2499CGP 7001-110-216' STANDARD I MEETS H-20 2499CGS 7001-110.217 SOLID COVER 1 MEETS H-20 2499CGC 7001-110.216 DOME N/A 2499CGD 7001-110-219 DROP IN GRATE LIGHT DUTY 240101 7001-110-075 I- E IRON PER ASTM A536 GRADE 70-50.05 WITH THE EXCEPTION COVER SHALL BE BRONZE G R N I- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50.05. 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05. WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50 05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 . DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 -DRAIN BASIN 70 BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.29.08 PHN (770) 932.2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE D4-03-06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03.06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. �1 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N IO last FAX (770) 932.2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N la last FAX (770) 932.2490 SEE DRAWING NO.7001-110-065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 1®1 FAX (770) 932.2490 SEE DRAWING N0.7001.110-065. Y v ast, SEE DRAWING NO. 7001-110-065 TECHNICAL INFORMATION SHCWN HEREIN REVISED BY NMH PROJECT NO.INAME wwwmyloplast•us.com TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME ✓ www.nyloplast•us,carn 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME ✓ www.nyloplas4us.com 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT ORANY INFORMATION TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ASTM D3212 FOR CORRUGATED HDPE ADS N-12MANCOR DUAL WALL), N-12 WP REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ASTM D3212 FOR CORRUGATED HDPE ADS N-121HANCOR DUAL WALL), ASTM D3212 FOR CORRUGATED HDPE (ADS N•121HANCOR DUAL WALL), ( ) ( CONTAINED HEREIN, OR MANUFACTURE OF CONTAINED HEREIN, OR MANUFACTURE OF ANY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11.16 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N-12 HP, &PVC SEWER. DATE 03.14-1fi 1$ IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL &PVC SEWER. DATE 43.14.16 N•12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 • ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' T0360 TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS PERMISSION F EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. PERMISSION FROM NYLOPLAST, U2013 NYLOPLAST DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001.110.189 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. PERMISSION FROM NYLOPLAST. ©zala Nnoaus7 DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG NO. 7001.110.191 REV £ PERMISSION FROM NYLOPLAST. a 13 Nv�aP asT DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.192 REV E 1299CGC 1299CGP NYLOPLAST DRAIN BASIN WITH DOME GRATE APPROX. WEIGHT WITH FRAME = 39.90 LBS APPROX. DRAIN AREA= 50.60 SQ IN APPROX. WEIGHT WITH FRAME = 35.04 LBS (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. OD - TOP 2' OF STRUCTURE I 3.56 13.56 11K.1 13.38 3.56 1.81 y �\ 13.56 - 1 �-�--- 13.38 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES 1 DIMENSIONS REFERENCE 313tlVERONAAY£ 330VERONA AVE M NSIONS ARE FOR R THIS PRINT DI LO ES SUBJECT MATTER IN WHICH DRAWN BY EBC THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL GRATE MEETS H-10 LOAD RATING SG S SU C MATERIAL ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3-16 DUCTILE IRON PHN (770) 932-2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3.06 DUCTILE IRON PHN (770) 9322443 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CS S S GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR v FAX (770) 932.2490 1® lad www.n la last•us.com SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY TECHNICAL INFORMATION SHOWN HEREIN i7 o a'�� FAX(7 I) 32.2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT N0.lNAME y P ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF C 0 REVISED BY EBC PROJECT N0./NAME y P PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTUREOF ANY JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FORTHE DISCLOSURE TO OTHERS DATE 3-1610 12 IN SOLID COYER ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 3-1310 121N PEDESTRIAN GRATE ASSEMBLY 7001-•110.033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7001-110.034 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. IW010 NYLOPLAST DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG N0, 7401-114.244 REV C PERMISSION FROM NYLOPLAST. X2010 NYLOPiAST DWG SIZE A SCALE 1;8 SHEET 1 OF 1 DWG N0. 7001-110-Y02 REV C IB -1, B-2 HALF PLAN VIEW MH -1 I 4 A W I I " ' STEPS I(AS REQ'D.) F I •A r.'.1, a, 4 J _jX D JXl_ MONOLITHIC WEEP HOLE (AS REQ'D.) STEPS (AS REQ'D.) -WEEP HOLE (AS REQ'D.) 0 ww _ .J i U.2 ww' ir_ ocn ww I z 1, . 0 ' F A. -12 ;�. I ALTERNATE JA ; X� D �I X [_ 6" x 6" - W5.5 x W5.5 WELDED WIRE FABRIC OR EQUIVALENT AREA 1 7 211 ad n FOOTING Ajj a n D+8 +2X B-2 DOGHOUSE WITH FOOTING NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION N WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2, ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. 4, WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE, 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER, 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. 8• TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0 -RING GASKETS, OR BUTYL RUBBER. * DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. S, f° ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS, B STANDARD MH -1 NOTE FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. a. w w 0 0 0 N Q. w 0 o a Fo zU wof mw wII U �a Ai 1 tee. i 6„ o N w, � ST'D. ST -1 A } 6" 0" 'w•- A }A. �•11�A11 ( A V • • : FLAT SLAB TOP AS DETAILED ON STANDARD T -MH -2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. 45° (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C90D/G905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) L-=�3 SHALL BE PAINTED BLACK (5) ADAPTER ANGLES VARIABLE 0' - 360° ACCORDING TO PLANS 4" MIN ON 8" - 24" 6" MIN ON 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) \ THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER \\ GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I 8" .30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8'- 30" DOME GRATES SHALL BE DUCTILE IRON PERASTM A536 7 T-3 f 11 DIMENSIONS CAST OLL D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM 36" 411 611 1811 21" 4811 511 61, 24,1 27" 60" 5" 811 3611 4211 7211 611 811 48" 5411 8411 711 811 6011 6611 9611 811 011 66" 71')11 * DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. S, f° ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS, B STANDARD MH -1 NOTE FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. a. w w 0 0 0 N Q. w 0 o a Fo zU wof mw wII U �a Ai 1 tee. i 6„ o N w, � ST'D. ST -1 A } 6" 0" 'w•- A }A. �•11�A11 ( A V • • : FLAT SLAB TOP AS DETAILED ON STANDARD T -MH -2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. 45° (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C90D/G905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) L-=�3 SHALL BE PAINTED BLACK (5) ADAPTER ANGLES VARIABLE 0' - 360° ACCORDING TO PLANS 4" MIN ON 8" - 24" 6" MIN ON 30" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) \ THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER \\ GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I 8" .30" OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8'- 30" DOME GRATES SHALL BE DUCTILE IRON PERASTM A536 7 T-3 f 11 WITH CAST OLL - GRADE 70.50.05. ;y h 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS 2- 8"& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OPTIONAL i� - BRACE RIBS IRON I STEEL OFA PVC BODY T P. SEE DRAWING N . 7 1.110-045. 0 G 0 00 N 9i 11 �7 2,-7„ !f" it �7( 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN SHALL BE DETERMINED BY THE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3. WHEN SPECIFIED ON THE PLANS THE 3130 VERONA AVE DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING 7 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 0.785 FURNISHING AND PLACING ALL MATERIALS 8 BUFORD, GA 30518 RESTRICTIONS. SEE DRAWING N0.7001.111NJ65. 4 -DRAINAGE CONNECTION STUB JOINTTIGHTNESS SHALL CONFORM TO INCLUDED IN THE BID PRICE FOR THE OR POSSESSION F THI PRINT DOES NOT CONFER, O S O S 0 GQ TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03.25.10 LUGS v �✓ �® la PHN 770 2.2443 H 93 O FAX (770) 932.2490 ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), { TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME 0.970 WWW,nyloplast-us.com N-12 HP, & PVC SEWER (4" -24"), 2.2 REPRODUCTION OF THIS PRINT OR ANY INFORMATION 3.817' 13 TITLE 0.970 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE 14 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 09.05-13 4.5411 DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 0.970 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 16 3.4 QUICK SPEC INSTALLATION DETAIL 6- 8" . 30" DOME GRATES HAVE NO LOAD RATING. 17 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. Q20'3 HYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0, 7001-110.397 REV C DI -1 0.582 f2 SECTION CAST IRON --+-- If2 SECTION STEEL 2,_ „ NOTES 01 w 7 T-3 f 11 WITH CAST OLL - A ;y h 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I CAST + GALV. OPTIONAL i� - BRACE RIBS IRON I STEEL STRUCTURE. PLAN "H" DIMENSIONS ARE N 9i 11 �7 2,-7„ !f" it �7( 4'-211 SHALL BE DETERMINED BY THE PLAN CONTRACTOR FROM FIELD CONDITIONS. LUGS TO BE AR 7 T-3 f 11 WITH CAST OLL DEPTH B A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I CAST + GALV. OPTIONAL i� - BRACE RIBS TO BE AR 7 T-3 f 11 WITH PLANS. FOR DEPTH GREATER THAN 10' USE DEPTH STANDARD DI -1A B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS I CAST + GALV. WILL BE MEASURED FROM THE INVERT OF i� THE OUTFALL PIPE TO THE TOP OF THE IRON I STEEL STRUCTURE. PLAN "H" DIMENSIONS ARE N APPROXIMATE ONLY FOR ESTIMATING 66 ± 1 PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE LBS CONTRACTOR FROM FIELD CONDITIONS. 6 3. WHEN SPECIFIED ON THE PLANS THE 3 LBS 143.6 INVERT IS TO BE SHAPED IN ACCORDANCE 7 WITH STANDARD IS -1. THE COST OF 0.785 FURNISHING AND PLACING ALL MATERIALS 8 INCIDENTAL TO THE SHAPING IS TO BE INCLUDING INCLUDING (CONNECTORS INCLUDED IN THE BID PRICE FOR THE 9 1.4 LUGS 2.747r 10 1,6 { 3.009 11 L 2%2" x x Ifo" 1. DEPTH OF INLET (H) TO BE SHOWN ON '4" 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE DEPTH STANDARD DI -1A B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS CONCRETE WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE 4 APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 6 3. WHEN SPECIFIED ON THE PLANS THE 0.785 INVERT IS TO BE SHAPED IN ACCORDANCE 7 WITH STANDARD IS -1. THE COST OF 0.785 FURNISHING AND PLACING ALL MATERIALS 8 INCIDENTAL TO THE SHAPING IS TO BE 0.785 INCLUDED IN THE BID PRICE FOR THE f2" x 11/2" x 4'. t IK I Y211 x 411 STRUCTURE. LUGS ,�J 1 „ STUD SHEAR 12 9f 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) �� CONNECTORS OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A . BOTTOM OF THE STRUCTURE, THE INVERT W , OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR SECTION B -B STANDING OR PONDING OF WATER N N THE N ` STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL 1/ " MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED 2V .. UTTERING IN THE BID PRICE FOR THE STRUCTURE. HALF SEICTION A -A 5. STEPS ARE TO BE PROVIDED WHEN H IS (WITH FRAME AND COVER REMOVED) DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST -1. BRICK CONCRETE DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A -.� IN-PLACE. NOTES 2'-6" 4'-2" HARDWARE 11_31, SEE DETAIL B 7. # 4 X 8" SMOOTH DOWELS AT CLOTH APPROXIMATELY 12' C -C TO BE 1. QUANTITIES SHOWN ARE FOR MANHOLE 21-711 _ I PLACED IN ALL AREAS ADJACENT WITHOUT PIPES. THE AMOUNT DISPLACED +�� 4" DEPTH AGGR. :, ,�...,.,,„ �„„, TO ABUTTING CONCRETE TO PREVENT BY PIPES MUST BE DEDUCTED TO I#68 #78 OR SETTLEMENT IN LIEU OF DOWELS OBTAIN TRUE QUANTITIES. v o _ #8 x 6" WIDTH Q � Q � � � � � � � � � � � N A 2"X4" NOTCH MAY BE PROVIDED. a a. T - SEE STANDARD T -DI -3, 4 FOR 2. A BASE THICKNESS OF 9" WAS USED IN a a a a COMPUTING CONCRETE QUANTITIES. _ = _ - ' o; v "--3" DIAMETER ALTERNATE DESIGN. ���•�COLLAR WEEP HOLE MEE ���� 3. INCREMENTS TO BE ADDED FOR EACH N SEE NOTE $ 8. 3" DIAMETER WEEP HOLE WITH 12"X12" X: , l z PLASTIC HARDWARE T z z D E CLO H /4 MESH ADDITIONAL FOOT OF DEPTH. a 1211 N OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH 4. MATERIALS MAY BE BRICK, CONCRETE OR cv to ap _ HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. MEHIM TO THE OUTSIDE OF THE STRUCTURE. NN Nj� p R 5, IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". b> A. eo 9. CAST IN PLACE CONCRETE IS TO BE v A CLASS A3 (3000 PSI). PRECAST OTHER THICKNESSES ARE TO CONFORM Q A ° P IW cw�rc-n.wr4N,lu.ws CONCRETE IS TO BE 4000 PSI, TO WALL THICKNESS SHOWN FOR CONCRETE. 112' 1" �� 2° 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A 6, ALL CONCRETE TO BE CLASS A3. SEE DETAIL B „ MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 7, WHEN SPECIFIED ON PLANS THE LUGS AS SHOWN HEREON. INVERT IS TO BE SHAPED IN 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT ACCORDANCE WITH STANDARD IS -1. 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 11 f4" I e CAST IRON 11. DUMP NO WASTE DRAINS N WATERWAY THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1,620 CU. YD. CONCRETE j+ GRATE 363 t 18 LBS LETTERING IS REQUIRED ON ALL DI -1 ALL MATERIALS INCIDENTAL TO I'HE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY SHAPING IS TO BE INCLUDED IN THE BID SECTION C -C SECTION D -D VARY BY MANUFACTURER. PRICE FOR THE STRUCTURE, ADDITIONAL 469 FOOTDOFEDEPTH. GRATE DETAIL �VDOT SPECIFICATION SPECIFICATION xv=r" xv=- SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE REFERENCE MANHOLE FUR 12 "' _ 4 8" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 105 REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 1211 _ 2411 PIPE: MAXIMUM DEPTH (H) 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103,11 302 106.01 104,41 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 t t: Lie. �"o, 041020 X850`3 M E O N OV N c G E Lu v E ui Q � 4-13 LL. 4-1 Y. �0�� a J U co J - L(1 LLJ •-I CL > O N C7 L N Z ;+�+ i� "t 3: 9 ce 0 R' Z3 (j) = N N = V > I- a C: Ln NN v M a d - CO J C) LLJ O Z) O 0 W > W H C-) d Z O H Ln > 0 7` O r-1 CL f--1 U (n W 0 Z O 1--F > U-1 DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' V 1 z W W 0 v > 1..1� O 0 m m 0 U Wa o 0 E�� v Q o '-' W U' > 0 m m cn 0Z ° o ZU Q Lu oJ cc �t Q W 00 P-) - o O LLJ CL m Z 0 Q Q o �2E a � o Echch c N m c <n O c r o O � J z <n o� �w x 1=- v a� o 0 v 0 a H� � o N U L N cn N 0 O LuU � O -O (0 �U )OB NO. 0 c m 0 44241 0 SHEET NO. � " � o C1.42 I- 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 1.6991 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 2.747r 10 1,6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817' 13 2.5 0.970 4.1791 14 2.8 0.970 4.5411 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. v o _ #8 x 6" WIDTH Q � Q � � � � � � � � � � � N A 2"X4" NOTCH MAY BE PROVIDED. a a. T - SEE STANDARD T -DI -3, 4 FOR 2. A BASE THICKNESS OF 9" WAS USED IN a a a a COMPUTING CONCRETE QUANTITIES. _ = _ - ' o; v "--3" DIAMETER ALTERNATE DESIGN. ���•�COLLAR WEEP HOLE MEE ���� 3. INCREMENTS TO BE ADDED FOR EACH N SEE NOTE $ 8. 3" DIAMETER WEEP HOLE WITH 12"X12" X: , l z PLASTIC HARDWARE T z z D E CLO H /4 MESH ADDITIONAL FOOT OF DEPTH. a 1211 N OR GALVANIZED STEEL WIRE, MINIMUM 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH 4. MATERIALS MAY BE BRICK, CONCRETE OR cv to ap _ HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. MEHIM TO THE OUTSIDE OF THE STRUCTURE. NN Nj� p R 5, IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". b> A. eo 9. CAST IN PLACE CONCRETE IS TO BE v A CLASS A3 (3000 PSI). PRECAST OTHER THICKNESSES ARE TO CONFORM Q A ° P IW cw�rc-n.wr4N,lu.ws CONCRETE IS TO BE 4000 PSI, TO WALL THICKNESS SHOWN FOR CONCRETE. 112' 1" �� 2° 10. ANY ALTERNATE METHODS OF ANCHORAGE SECTION A -A 6, ALL CONCRETE TO BE CLASS A3. SEE DETAIL B „ MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 7, WHEN SPECIFIED ON PLANS THE LUGS AS SHOWN HEREON. INVERT IS TO BE SHAPED IN 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT ACCORDANCE WITH STANDARD IS -1. 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 11 f4" I e CAST IRON 11. DUMP NO WASTE DRAINS N WATERWAY THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1,620 CU. YD. CONCRETE j+ GRATE 363 t 18 LBS LETTERING IS REQUIRED ON ALL DI -1 ALL MATERIALS INCIDENTAL TO I'HE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY SHAPING IS TO BE INCLUDED IN THE BID SECTION C -C SECTION D -D VARY BY MANUFACTURER. PRICE FOR THE STRUCTURE, ADDITIONAL 469 FOOTDOFEDEPTH. GRATE DETAIL �VDOT SPECIFICATION SPECIFICATION xv=r" xv=- SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE REFERENCE MANHOLE FUR 12 "' _ 4 8" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENCE SHEET 1 OF 1 REVISION DATE 105 REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 1211 _ 2411 PIPE: MAXIMUM DEPTH (H) 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103,11 302 106.01 104,41 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 t t: Lie. �"o, 041020 X850`3 M E O N OV N c G E Lu v E ui Q � 4-13 LL. 4-1 Y. �0�� a J U co J - L(1 LLJ •-I CL > O N C7 L N Z ;+�+ i� "t 3: 9 ce 0 R' Z3 (j) = N N = V > I- a C: Ln NN v M a d - CO J C) LLJ O Z) O 0 W > W H C-) d Z O H Ln > 0 7` O r-1 CL f--1 U (n W 0 Z O 1--F > U-1 DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' V 1 z W W 0 v > 1..1� O 0 m m 0 U Wa o 0 E�� v Q o '-' W U' > 0 m m cn 0Z ° o ZU Q Lu oJ cc �t Q W 00 P-) - o O LLJ CL m Z 0 Q Q o �2E a � o Echch c N m c <n O c r o O � J z <n o� �w x 1=- v a� o 0 v 0 a H� � o N U L N cn N 0 O LuU � O -O (0 �U )OB NO. 0 c m 0 44241 0 SHEET NO. � " � o C1.42 I- ACO DRAINI g PRAIIM R ; itl.itww�4P?5.!'.�16*�i.FCJ�1_ a F'BI .51Gffi.IdR ieNlC ttll�J?BLi11�®tr�ir 9 f�``' September 201;+ ASO DRAIN im U -e,- ch drain SWI-epq asd.gratPs kkalP be tr taflar in ac of airce w th:t$ r mantrfactu ars sn5tal3stttan instnactiotts Arai te„tatrsPii�taciations, September 20171 SW 4W6 April ," 1 E .Specit`ieatiom - i- [ ale as t�ited tftltitl F u-ari. %sur t ors A5 �. �r�t " A€f� t move.. to grates there shat[ b +kn€r trntptd access:to.ilte.treneh to—aidrn3inter€enc. 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Grates can be used for Ptt'erDrain or Slabfkaim tvzxitri%ztiirrt g The trench drain sysz n and grates snalt be rrtstalied in accordance with tike r€ratlufaeturer's ittsta{i Bari rnsteta tons and:rP rn r datituss. l ((( ° dente a� appeoprTat� Ww W , w .• w • W.. W WW > Wwwww •-- tiww_w_ W_ ,4Cp Polyinew Prc+dacu Irm �. SPEC Wa-rth*mt SAWQmty i�tytweit Sales offlc k �+u"itast sate offlce follow,us an 04Yb Pirr -Mm FJ3 w -.ii" , 1-•whr..raft 51,., !'• 241f-iWA'P4. nad d" Mem?t iMG60 CasazrrWr3 , AZ 87127 Fon.PA S 2'9708 TPE 040)'639,7-230 e39723Cj € @ 52 1.9213 FN(f t8 t: 43.4 (r Electrarnlc Cna�tast:- TO Free, MO) 5434764 pail 4888,199M552 lac: +803A8 2-4083 Fd% Ib9Ct} 6,59-7236 F,3l :W'DW1,498994 Yl�s,t S71."h°'h 33,rr�T,t �"r,,'.rk>`I InS,.r�^�;nzN{ab�.sts.Y�er,�4x 7cr a?r.55z} d�Pd s,YC?;,lat Y� �spr44R+^xtr,.�.'i; tirgYl�,tdY�j,.r'ir,�si5lr,#nf �e,p.,i'Satfix. April 2017 ACO BRAIN April 201 UfICKstcit rCZts sn nE grtate. seaUng of the u,Yawelj the anti shtant lug stae€P prevent fatgral movement anri" thte rrmight of covering material keeps the uta€t secured. Access unb har, kgnes that til catch basins 4Yath a separate -up �latcan be. rem for- at'atlit�rtiail.�: h r Tt3e tri n aH15 :•tt�t" �d i ° :. a� be rrt�t .Ped in act~caa`tree vi`tth rnanufaclrlrer's.. instaltatioti r rsffut6riais and 1mrora mP ads s, - �0 7,C) C� wad LiC. t `c' 0402048507 k312 ,0AL V' 4; m O 0 N V N rn C O W E: Q LL Q 0 L. 0 (LII ,�-i LU.12 W J —Ln H U, LU N d z;�+� H X C _ > Q €1On C V) O 0) � N � M r1 � oo J O W L�/ Lt_ ZD O ry W > W H U d z O H V) H O I� Z O CL H U (1) w r) z O L4 H W W H Q D DATE 03-26-2018 DRAWN BY .1. STUMPF DESIGNED BY J. STUMPF CHECKED BY C. 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N'o, 040A48507 A 'Q� L '17..� 512611 E> m E C) 0 M U r,4 0 > E Lu Lu > LL LL. 0 Lu o (Lo re, LLA -C < _j U 00 CL ui -J Ln CL > rj (A rq I r) Lu z 0 ZI x Lr) < C -di e LL Lf) rZj > �o < Lr) U) V) re) rL ,I- 00 _j 0 Lu (A 0 (D 0 r) LLJ u z 0 V, 0 2 0 2! 0 CL u V) Lu 0 V) V, uj 0� Am 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY ].STUMPF CHECKED BY C. SHIFFLETT SCALE 111=20' ui 5m ui L) 0 U) 0 ui co < p --q Q) Z m Z -0 > r) 0 U0 0 a) 0 u (D uj _j Z < :30 -0 a, 2 (D Lu 0- c/) co z -1 0 x C) uj F E C) U) c CL 0 Z) 0 < 0 Z U) 0 x 0 tf 0 (1) = CL 0 u L) x 0 0 V) E ui 0 - -0 0) _o.s 30B NO. 0 c� 0 40241 m U) U) c 0 0 SHEET NO. 0 CL C2.02 i) E Sl' L E G 1-D'VO, 9N S T,,),F?fV Gf?,',, TIE- INL TFEE- ,<5- FIF�E'H,Vr�ANT VA Ull-7, ;, � ,x LhOHTP'�OL E 4 GR0,'­1`Nr,'LI(3t!T U' JTY VAIUL T @ UTILITYPIMNHOLCE CL F_ -A N 0 1 00 BOLLARt z "12 rlivAc UP417 MI. 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N'o, 040A48507 A 'Q� L '17..� 512611 E> m E C) 0 M U r,4 0 > E Lu Lu > LL LL. 0 Lu o (Lo re, LLA -C < _j U 00 CL ui -J Ln CL > rj (A rq I r) Lu z 0 ZI x Lr) < C -di e LL Lf) rZj > �o < Lr) U) V) re) rL ,I- 00 _j 0 Lu (A 0 (D 0 r) LLJ u z 0 V, 0 2 0 2! 0 CL u V) Lu 0 V) V, uj 0� Am 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY ].STUMPF CHECKED BY C. SHIFFLETT SCALE 111=20' ui 5m ui L) 0 U) 0 ui co < p --q Q) Z m Z -0 > r) 0 U0 0 a) 0 u (D uj _j Z < :30 -0 a, 2 (D Lu 0- c/) co z -1 0 x C) uj F E C) U) c CL 0 Z) 0 < 0 Z U) 0 x 0 tf 0 (1) = CL 0 u L) x 0 0 V) E ui 0 - -0 0) _o.s 30B NO. 0 c� 0 40241 m U) U) c 0 0 SHEET NO. 0 CL C2.02 i) E " > J, CURNAE TABLE (7,11JR1,4E.- PRADILAS LEAKGrI-4, ]TANGENT LIE CHORD SE4RING CIF-ROR-11 , I, , 42 I 93� 03, 5,17' 98 2i5" 4,57" L '� - -OL IG� -/f F, 'E 1,91,4 V C2 241 1. 'Y""I'l 61) 1 1 , r P6, "151 7 21 `4 822 __J 91�46' C, 3,' _23 5 00 1 00� 28' 5c)i 9 24 `2 �55 S `44VI" 99, 1151211 C4 _x i 0 _Q 'y 5i'11391' I 7�30'3 19 N 19 `1603 " W 1 (1� 5 7' 11500 4,�'� 30" 26, 52" 74017',36" S9`07`2V'W 4_1 C6 736 93' 142, 5_0' 71-52 " I I �,()& I I y 11 S5'V48V09VV 142,337' C7 35001 68, 61, 52�20' 112'1851' N77`.,�,?17'07`W 0 56'� 1141 C181 2 6%1'. 1921 27:36' 10"53',37' N I Sd 00',; 1-1 " W 5-J!, 4 7 C9 2851 00, 121�61' 6 1 � 74- 1�� -322 710 9'F 12'0�15'9' 5560Y 21 �48'19` o745`54 45 "l -F I 10, 3 7" 379�51' 218,90' 111 -2, 5 91 3,3'0253 N40*1731'W 2 155, �-V x� IX V V X jr J 3' r hi X < Y K CURNAE TABLE (7,11JR1,4E.- PRADILAS LEAKGrI-4, ]TANGENT LIE CHORD SE4RING CIF-ROR-11 , I, , 42 I 93� 03, 5,17' 98 2i5" 4,57" L '� - -OL IG� -/f F, 'E 1,91,4 V C2 241 1. 'Y""I'l 61) 1 1 , r P6, "151 7 21 `4 822 S4 55 �'5 149 "Ic- 91�46' C, 3,' _23 5 00 1 00� 28' 5c)i 9 24 `2 �55 S `44VI" 99, 1151211 C4 3136 92' i 0 _Q 'y 5i'11391' I 7�30'3 19 N 19 `1603 " W 1 (1� 5 7' 11500 4,�'� 30" 26, 52" 74017',36" S9`07`2V'W C6 736 93' 142, 5_0' 71-52 " I I �,()& I I y 11 S5'V48V09VV 142,337' C7 35001 68, 61, 52�20' 112'1851' N77`.,�,?17'07`W 0 56'� 1141 C181 2 6%1'. 1921 27:36' 10"53',37' N I Sd 00',; 1-1 " W 5-J!, 4 7 C9 2851 00, 121�61' 6 1 � 74- 1�� -322 710 9'F 12'0�15'9' 5560Y 21 �48'19` o745`54 45 "l -F I 10, 3 7" 379�51' 218,90' 111 -2, 5 91 3,3'0253 N40*1731'W 2 155, �0 ,V I , �_ (b r / � I Z .146, x; I J Z7 f 1 A" 'x 4" A, X N SCALE V=20' 2'0' 40' ____7 2 C2.01 F_ C2.05 C2.04 A C2.02 'tar, k, LJG1P---- ,/Z 442 a, X �A rjq j A,, C? & Z G-_ 1P, R N R 1112A a", /Ap > - 4 4 "V -XI �v % < Pl< % A', 'y \N v J si'A Al %, , A Q /,�­ �, "I ,, - 'k 1, . N QQ x, 14� v C CONC PA VIERS\11. x, 1, Cb A ()VIV 75' AF',P 10 c/;;K/ X, N VF! 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A F" V Y ­ N p 7 L J v _4_ f!jwv k xK", y 52 043; v - -, �(b, � _fl - 7' ­­ �1­ , , I / iz 1� "K, v 1, k V �c 100 G, �T, p NK 0X_*1 -7- 00, -452 P Z_ n "i \ V, -k WR/ 453- �9 aa E- ' 5' -9--NA3/, LL V_ -,N �V U i�'. fill Tf?E-. ff: A Fi IPT A, ly, d4g Al W� It r A/ 4 b -nc)iwc, 'x -)as 1, Es 'Lu,114INS-1 19,621 a "F, CURO (TYF'� AW All J. X b" X Z, �Nl 'y �� " - 7e., i, I '7� \, -, � 06� 4, "A h s 0 -Z 4, V, -6, A i V) 1V 'kt A / All Aal A �0 5- v A" V -4w,6,� IN X %Y F-� V� cp, Z" r -. r C� X �,N V", Ar� k" V7 in r A_ �A' qj� 7" 4N 1� R R 106 _2 4, 01 7L �s N! xv? y 4 'R z t,3 I J (z ASF'H4!7` g*9" J J t E 7 V- % % "u, k' I Z, N AN v A is z/ �v i c) f _-T t�jr­ ­rpf v Al/I k 010"'Vc- L­��w f 's iyl; 16r_ LRR Iq R A� CE /z, - Al� j rub,' Fi SL 111�y" CONC, UMNS r '_1111A�11 M, A If I v i -w 9 L J A All A& v ON t4"4,gfpQ' A Ofyc G Ae s# "d x" J'A' CC. 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A ; e ui 0 ui > q) 0 0 LIJ < u Z r) (D > 0 U 0 0 u Lu 0 Z L) < 0 0 (D LLi co z 0 < 0 x uj E -0 a_ 0 ::) 0 < 0 .j Z U) U) 1 0 Q) x < 0 Z, 1:5 � 0 CL -C 0 U) cz u 2 L) x 4) '0 a) 0 u*) a) 0 F= ui 0 -0 30B NO. 0 c� U) 0 40241 V) 0 c: 0 SHEET NO. C2.03 U) a) SI]TT' L EGFFNI') E -m-19 STOAWI C�zRA,17E M TE F11 H'�EIPRANT L , Z OVA TF_ R VA UL T M1, TIRAIVS,! UAVESP, ET!.Ec_,'TMC BCWN, L '� - -OL IG� -/f F, 'E 4 GROI-JiMD, LK3,11T _171- I TY VA UL T UT(,� I Ty P/L4, t4,qCq, CLL -AN OUT 00 B(IL LARD z f4`_C'JJ,, HVAC Uhl,"! M TEL DE,,',3 TAI L 0 G'ABLEFP E54,r,,`1,L ____7 2 C2.01 F_ C2.05 C2.04 A C2.02 'tar, k, LJG1P---- ,/Z 442 a, X �A rjq j A,, C? & Z G-_ 1P, R N R 1112A a", /Ap > - 4 4 "V -XI �v % < Pl< % A', 'y \N v J si'A Al %, , A Q /,�­ �, "I ,, - 'k 1, . N QQ x, 14� v C CONC PA VIERS\11. x, 1, Cb A ()VIV 75' AF',P 10 c/;;K/ X, N VF! 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(1) = C) Q� .s� I- Q) 7 r) > (1) 0 U) 37 m = 3: C) 1�_� (L) (1) 0 0- uj = CL >1 c �_ V) � 12 w 1�_� ;:7 0 a) V) V) < 1_� 0 = (1) z " �_� o (D �_ -0 0 C � cz c� �_� 0 = U) 0 > 7p 2: . -0 c m < � o tf m 0- z Z) u .c: (f) 0 0 a) 7pu (D Lu = 0 . - (A _j e-, - cl� �_� 0 . -0 CL a) Z) L) < - �� 2: � u.j V) 5 0 -0 rr - 0 0 CL F_ co �.� (L) U) - Z q) 0 _j -4 � < x -0 - 5 z . r ) U.j 0 2 c �, F- 0 M - E .S -0 C < c: a) M V) c: CL 0 :D 0 0 a (i a) �� ID I (D �: I co Z U) U) 0 a) < :E - CL ;� x a) = �- 0) 0 :E� �:, - t� :3 a) 0 = :E v 0- 0 .§ 0. 0) u a) c .> .2 (n (13 �_� 2- C) ,j) x rZ (1) 0 i>> - (1) L) f� p 21 E m c 0 U) U) 0 c: - ui a) -!� E -0 a �� �z =3 0 co 0 6 _0 c -0 .�a I a) -0 .m L JOB NO. 0 0 c� (n 0 = U) .r; -0 :3 1= c M (n c SHEET NO. (n c 0 M 0 'cn:'- ,2 C2.05 Q) --a a) z -� �_ - LEGEND: J k REMOVE HARDSCAPE x v J Q, REMOVE ASPHALT/CURB In Z ft f v 4 REMOVE TREE If - SET WA SCALE 1"=20' 00 v vi- SAW CUT 0 < z 0 2 �0, 1 00 "y' \V, w A vv K, W �x 6 1A N e 0 �A 440, '139, voQ C2.08 44 --437,27 T 4270 f_11'VSP1,­_ChF1E'0 111470 A ZNV ffil=/ IN V 0 Lif T=426, 9 S EMEN' v 7 -RIC E 7- ELE -AS DB. 126t' PG2 4,"k) STORM GRATE' If TOP=438.68 Q, INV IN=432.54 \V ,RELOC)kTE IR C2.1 0 -\� I INV OUT=432.53 /Cv I, VENT.REFER C2.09 V \ME CHANIC,�L PLANS. C2.07 VL /CV-,-\, -4441 IFJ B 0A N AR, NOTE REMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES, Ik ET 447 f Z, 0�` IRRIGATION STRUCTURES, AND IRRIGATION LINES. PAIlt !G . . . . 442- . . ... . . . . . . IRR HH PHAL SL 0",,CK 5 1., 8 ROCK -WA44 . . . . . TO. Top:t4�1 > UlLbING RdcK. WALL' SL /CV 9.* C, STORM INLE TOP=451.88 INV IN=442.75 ;r . . . . . . BUILDING TO INV OUT=436.40 ASPHALT. CHILLED WA TER SENDIRETURN FF 42 . . . . . . . . I s TOR Y S c 0 > �Z/RR HH Y, --TO LJILD/NG SHRPBARFA- x . . . . . . ul . . . . . . . . .. . . . 0 0 X, f ASPHALT' STAMPED CONCRETE .. . . . . . .... >I > 0, IRR HH el V L bI* IRR F,6 LjLj 4 I lo R 10 HH . . . . . . . .. . . �SPHAL'T' STORM GRA TE _q . . . . . . BRICK LK* \A -I3 \ % ITOP=451.25 . . . . . . CIL INV=448. I . . . . . . (CANNOT OBSERVE REE—AREA PIPE INVERTS) SHRUBISMALL -EASEMENT' DB,. 12 "7 V. &'ACCESS APPROX. L OCA TION IRR .42, PG.430 20'UTILITY EASEMEN71 HH V DB. 1282, PG 430 REMOVE IRRIGATION LINE /C Li ftwv H AND ASSOCIATED STRUCTURES- ��D�D IRR�, f -A LAN DSQ.A'P. R EMOVE 5ZD E AREA S4RUBISMALL 454- 455 ASPHALT TME E A REA ;COBBLESTONE. L /* CURB j7-YP) 157 IRR"' c . . . . . . . .. 46 0, �9' *C ... . . . . . . . EMOVE . . .... . . . . SL LIGHT POLE. ? < ASPHALT REMOVEi LINES .. . . . . . IRRIGATION /CV IR HH /C1 REMOVE IRRIGATION LINE H OCy UILDING REMOVE tIRR HI A' UG? IRR H,'N�4 (9V T6\ AND ALL ASSOCIATED Q) SL REMOVE i SANITARY E . . . . . . . SAWCUT _J SEWER LINE REMOVE-ONDERGROU IV, RiMOVE TA _uGp VGF� RYMH POWER/LfNES ASSOCIATED �6 WITH SITE LIGHTING REMOVE�' TOFL-451.90 x SIDEWALK REMOVE INV IM -446.73! Lo OL/i=432.6 POOL TO REMAIN 0 /C "o1CV t A 'E . . . . .. CCESS S�EMENT. REMOVE DB. 1282, P 430 G /c Ic v -IRR HH RE%VV� IT 20'SAN ARYIS'l . . . . 'Co TONE- 1Z IRR HH IRR HH 0 0 c v EASqA4ENT C. �282, PGi430 Lu cl� y. . . . . . Imo (D B RE VE �Ad 14ARDSCAPE SPR VB/SMjLL . . . . . . . ... ASPHAL 7 RE co ffR B REMOVE /CV LANDSCAPE AREA 0� L ,' ' t' x Q) Lic. No. 040204-8507 =��l m E CD 0 M U r1j 0 E E Lu < um in U. Lu 0 re Lu M 00 Lu C) 0) > in Lu :3 3: 0 jr) X V) > c C) 00 _j C) Lu �.o I-_ Z) 0 C) 0 LLJ Lu u z 0 0 m z 0 CL f__q c� u Ln uj 0 V) Lu 0� DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' uj uj > 0 CL a) U) 0 CL :3 Lu a) < p U) u < — 0 C) (D —J cj� r) �_4 U) > 70 < o CL o uo) 0 (1) u P" 0 uj 0 -0 < 0 -0 2: U Lu 2 .j a- U) z 0 < 0 2i r_ > F- E 2 -0 a- 0 0 C) 0 c: U) Z U) 0 a) 0- x 0 0 0 0- 0- 0) a) c u 0 U) x C (L) 0 0 0 c: - a) 0 E _0 ui 0 -0 a) JOB NO, 0 c� U) 0 U) -0 U) 0 SHEET NO. 0 C2.06 E E �2 C) Q Lo Q cl) a 0 -a (D 0 z 0 P zi 0 2 LU (N 9 X a) fn m .r_ CL m Q co 0 cl� L LEGEND: V C) fl jp REMOVE HARDSCAPE .7, REMOVE HARDSCAPE fL /,co /C /C v ; , , REMPVE, . . . . . . ? HHO M', 20'SANITAR SE Z) Y", �vEl? IRR HH IRR HH pi j N, <1 EAS04E�T J, j 'I, n4l REMOVE ASPHALT/CURB PA 12'82, PG430 - 7_� N S� t A - Ii; 0�1 REMOVE TREE oc-GW J K�gFAIZSK_ tieV Ll No. OM02048507 T 'T B . . . . . . . . V6 REMOVE . . . . . . . . . . . , 4U co, 14ARDSCAPE J . . . . . .... SAW CUT co SCALE 1"=20' Z P_" FF46ELU ASPhAL 1'. co 0 < 7 01 z y 2'0' REMOVE /Cv� LANDSCAPE AREA E 0 C2.08 CZ06 0 0 B co E RKIN fE JOINT PA G uj ui X'I CONC. COLUMN )VE \ - ACCESS EAS8MEWT* BbAEl DB. 1282, PG.43 UMN' < ,SCAPE AREA LL. Typ Lu 0 fu Lu ry) < J 00 BRIG /�A VER IRR�jHE� C2.1 0 IRR H c . . . . . . CL 2.09 To Bt)1j Z REMOVE 2 I n Lu 2: f HARDSCAPE 0 0 CHILLED HO T.' u- ce CL REMOVE WATE WATER' (N ry, SENDIRETUI FOUNTAIN 3 S TOR Y S > TO REMAIN Ln POWER LINES �TURN SUILDUING < ul) RE REMOVE HARDSCAPE uj ASSOtIATED WITH WIA SEE'Avy r) 4-J SITE LIGRTANG NOTE 0 IRRIGA TION REMOVE ALL ASSOCIATED SITE LIGHTING, POWER LINES, p -q ASPHALT'. IRRIGATION STRUCTURES, AND IRRIGATION LINES. 00 _j U) - . ",4 L OX Lu > NC, D . . . . . . . REMOVE IRRIGATION LINE . .... . . . . .. AND ALL ASSOCIATED TO BUILDING 0 I X1 CONC. COLUMN -440 Ilk BOX ASPHALTN 0 IRR HH ORiCK IA 5 =4 W TOP .6 //Cv oio /C > ui 1?!�J 1RH HH-, uj < < 0 CH -ED L VEHICLE` ARGE P TO > ce DATE -F 0 62 03-26-2018 40 ELE DRAWN BY kv va 14C �/q 1 1 EOI � , k WV I B dARDI )'; J.STUMPF got I c� E011 DESIGNED BY REMOVE HARDSCAPE v ca lic co L ].STUMPF IRR �)H IRR 14H 1RRH co CHECKED BY C. SHIFFLETT REMOVE iCK SCALE RE,40V� 'BR/ STORM INLET 1 =20' 98 710 SANI TA R Y MH WALK R�M 4­ OVE 17 UNABLIE TO REMOVE P=456.893Z,' LID 49 TF_ --�Z-44,3 STORM GRA 4 06 INV OUT=444.68 47.88 T=444.68 r RE"MOVE PORTIO uj OF SHRUBS -SANITARY ui R( RE 448- < _'�---44 7 157 R 0 G AA -TE STORA INV 36A6 APLO V OU?N'43�. I I 'A REMOVE 15" STORM Pl�,E!,� RO RMOVE ui R M ARY '_'tE�jiR E SANIT REMOVE INLET LIN 00 EASEMENT Q� 4 < b HH H lRf�'HH (D > 7-1i R Y H 2! RiEMOVE W, Ml 93 15" RCP cv, Lu E 7p < LI co C) c-- -1C0 TC 15' I I D8. PG. 675 4z, < VOL11 430 �t ?7 c OA,4 R E T ( )DIFIV s 7 r x 0 RICk t > ZRA VE X� k �p ui p p 4� K,`0()D JOB NO, S1 V3R4 TE .1 It �K 17 IA! 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Co /Cv SL 4 TOP=4�1, 5t STORM INLET TOP=451.88 INV IN=442.75 To BUILDING INV OUT=436.40 ASPHALT' . . . . . . . . . . WATER SENDIRETURN ------ S Y SUCCO IYR HH vuC . . . . . . . . v �Z/RR ry— REMIbV E*- HH W1 T 7 $]HF�', B AREA > v/* . . . . . . . . . . . . 7 V ASPHAI T x x . ..... . . . /X� x lx/\ y NR r7rl 0 L . . . . . . . IRR 6.5'IRON FENCE HH / CONC'. COLUA�N8 lw ... ..... . Y' HH 000 . . . . . . . . . TOP=451.25 STORM GRA ASPHALT IRONI,FENCE BRIC LK CIL INV=448. REMOVE -JOINT PARKING Sl-IRUBISMALL'�,' (CANNOT OB 0 PIPE INVERT -E ENT' x CCESS ASEM REE 0 PB..,1282, PG.430 APPROX. LOCk 20'UTILITY EAS SHRUSISMALL HH . . . DB. 1282, PG.43� TRE EAREA % Q -REMOVE -LAN DSQAPE AREA - . . . . . .. 453 ASPkAL T T4EEAREA ShIRU�ISMALL 6, 5'hr? ON F'ENCE ";z TONE. v C �'&6BBLIES CURB �TYP) ......... IRIN r7r7 TX 'MOVE - IRR HH ... . . . . . . . . . . . . . . . . .. . . . L LIGHT POLE 0 . . . . . . . . . . . . 4 ... . . . . . . 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C: §0 E 06.9 uj = FE -� I �- uj > 3: � u @ Rr 1 I v if 3: C) UL -2. r" Lu 0 M ,.� ry UJ = M < _j U 00 a- -1 _ , w - i Q� C, > COD IN,) (n - r,j (D UJ It Z (3) M � :!-2 "I" Z � 0 ,=, X< 0 11 9 C'g 6 LL P M V4 Z3 ,L+ CL Ln = C r�j �� Q) t.0 �-A V u X: > Ln �_ < - (n C LI) LIJ � .9 P2, r) (f) I p A- Z I a- .,I- 0 00 _j p --q 1:) uj ul) 3 F__ �� > W I C� I A C� ZD 0 = 4 u D 0 0� = �_ Q I I I I I Lu > Lu �! u Lu < F__ I I < Z r') 0 1-1 4 1 �, 0 1 1 1 C� DATE = 0 >_ 03-26-2018 DRAWN BY ].STUMPF DESIGNED BY I 0 1. STUMPF CHECKED BY 0 41 C. SHIFFLETT 0 SCALE 4 1"=20' 0 1 0 U) I 0 �_ Z uj 2: t am rz uj 1:53 -0 > a>) 11) . 0 1.) 3 Q� 9 a) CL 20 (11 2 7 ?: 11) . 1�_q 81 �5 (:) Lu CL �r_�, Cu �_ �O �� 0U) (f) < ;7 = p__q w Z < 2, 1-� 0 (D _j C 0 ci� CL M = �= 1-4 (1) > '2 Z � 70, M 0 < � 0 'a Z F -.q .s Z) u') 0 �_ 8 1.� -20 7 u .-J I-- �: . uj 0 C . --I -Do- cl� a)::) 0 < 37 S, 0 (A _0 C� �� 2: L.0 0 0 uj ,,,) co co 0 - Z _j - wo P-1 < :2 r> s ;� 0 ,, v M � E 2 Z -a C: E (1) 0 M 10 r_ < I 0, 0 ro- C� E CD .j 0) 3: Z .") I 0 Q) C) 2i L �� ax) < 4- ' 15 '-- ��, Z: tf -:5 ") 0 LE u 3: v ,:,- a > . FI) i -or u -2 -Z� 0 x = �� a) .2 9 12, 0 - � 0 3: r - 0 7 (11 1) _� - (J) w �2 E -0 uj s, CM 0 - -0 0) v -0 . S 0 2-0 .cu Z, .1 0 30B NO 0 '= - ' '0 ' 2 M 0 40241 -.0 2 M '. Cn 0 C 0 SHEET NO. .T .2 0 ,:)- C2. 1 Owl _02 a) �� =.9 � - I 3.31-B � I . I o Sediment Trap design � 1 I I � I I � I ; � I o ; � I I . I ­­ - I I 11- I ­­ 11­1­1­1�111 I - ­-, 11-1 I'll, ­ - I I � , I � , I I ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS � � I I I i , , I � � I I I � I � Sediment Trap design I � "' 111-11-111 ­­­ � 11 --- 111111-1 11 11 I— I 1.111- 11111 -1-1--l" ... . ... .... ­­­­­,_­­_­ "" , ­­­` . 4 I'll 1,11.1.1.11111-11 1. ,"..,I",',,-,,,,,,,,".,�,,�11.1, ­­ 11111111111-1-- � __ _1111-11-1-1. 1-1-1111 - I I I - ... I I 11-1. I I I I 11.111-1 � � � I � . - "QUICK REFERENCE FOR ALL REGIONS" - I ; -drainage area (acres} (<3) "I 1,38 � I , � : I .� I I'll, - ":'',�,��''.. .... I I I I I - � ­ - , I— ­­ 11-1 - -111-1111-11111-- 11111111111"I'll 11111-11 11-11111111.1111-11 1_11111-1111011 ­­­ I 11 EROSION AND SEDIMENT CONTROL NARRATIVE I I � I I I I trap volumes:� I I . drainage area (acres) (<3) 0�971 ,� � I I CRfst 6F stofw WEIR, W44*0�r - I . 40 . 11.111. 1. -.111 - I I I I ... I'll, 11 111111-1-1111 1-1-1 ­­ ­­ ­­ ... . ....... ­ I � ..... I I � � -1-11 _11- "I ..... . - , owmi. I . I , , , , , ­­­," "''.11 ,,, , I , ".". , , , """, � ..... ..... . 11.11 11 I I � ­­_ �, , I I I --l-,-, ....... "I ­ 11 114 , 441600000, 1 � � :STOOF-Wril PLANTING DATES SPECIES RATE (LBS./ACRE) ; - - I I I - j I I I - I'll I I 1 ,-, I'll 11.11 I I 11 I I 11 I'll I I'll --,'"'I'll -oft"OL I , � I I ,_*,� 1.0* A I I %I' 'Ii , I I I dwyjNfp r�_ ��� I # I � I I , elevation (4). area (sf).' �,vlume(Gy)' � / 91�fvl I trap volumes- � 11 - CREV Of I INA , r "�­XA j " I . ,- PROJECT DESCRIPTION I "I ­­ ­­­­­­­ .... I I 11 11- ,-,''I'll pr"",jAlf,'� 0 AV, � I I - / OwNt � ��1', ; 439_5�' 763' ; ele\rafion Ow area (s� volume(cy), - -_._� 11 - _. 1. I.. - - 11 - I ­.- 11 I 11 � 11 11 11 11 11 I I I .11111 1-1. I'll I � ­­­­­ 11 - I'll I � 1-1-111 "I'll, 111_1� 111�1�1111­­­ ......... _____1 %--1 � ......... _­­' "gYl I 111- SEPT. 1 -FEB.- FEB5 50/50 MIX OF � )� I I THIS PROJECT INCLUDES THE DEMOLITION OF EXISTING STRUCTURES, THE RENOVATION OF THE EXISTING � ­ 11111-1 I., -11 ­­­ 1-11 - I ",�_ ;4401I � - � I I -_ I I - - 1�1�� � - I �� ') ' 881 15-3: 60 1 425� 61& 1 1 HOTEL BUILDING, CONSTRUCTION OF ADDITIONAL PARKING SPACES, BUILDINGS AND ASSOCIATED 11 STORAGE "P VA'Wu , ,, - � ..... .... , , 11 , 11 -11 1-11 ,;,�'ll",�,�1,1�,�"""",�..'�,�,�"..""'',, 11 I X ,,�� I I 11 11 11 11 � 1 1, 1,11,11 1-1 ..... ,,,,"�-111,1111-1-1-111-1-1-,�-,���,��� . . ..... I -1-111-111-- ......... ............... .......... �,, , 11 I - 11 I 111.1 ANN I � I I IR -�<, . I I I ., I e 441 1155,� 37-8 - 426 89d 27-,9 1 , ��Z�� I- , t_ I � I : � PRYMR44E "I � I vmoak, (LOLIUM MULTI -FL I 4 I ,� UTILITIES. LIMITS OF CLEARING AND GRADING AREA IS 9.40 ACRES. -------l I 11 .. I '111--111111 ...... ­ I'll 1-11,11, I -1 I I "I - I � .. 11 ­,"", I it � ,,, -1 111 -11", -III ­­­ ... .. � __ _____­­­­:, "I'll", I I'll 1-11-11111111111 ­�- - , ­ " " ­­­­ . .. .... ­­_, 11� -11 ,� I % 11 I . 1 5 1 1 - --111i I I I 11\11 - - I ; I '� 1 442'� 1448, 48.2 __T_ 427 �; 11-88. 38.5' 1 1 11 . i � & 50-100 1 ­­­­ 1111.111-111 .­:,.­..­.­ I I -1 I 1- .. ...... ... . - _ . ...... ... _­­­__ I � I I � I I 11 11111,11-1111111111-1111 ........... . ­­ - I I'll, I �111 I'll 1 111111111-1- .. ....... � . . ...... - 1-1111 I "I'll, I I I 11 0 CR_A,_,(C,W J_V,O'F� RQKT I I I .A 0 I I I I ; I ; 443, 1767 1 59-5 � WET STORAGE 428 � 1512� 500, . - CEREAL (WINTER) RYE Li N 0402048507 1 11 I I'll 1-111-111 I'll 1. 11-11 -1 --- - I I 11 I I I I I I I I I 11 I � I , � 11-1 11-1-11 ­­ I - I - 1, ­� � � I _1,11-1111-111 11.11­�el ­ -1 I ,t� ac. I lo� �, 443-5; 19,35, 34�3' (00CAVArD) I I I I _ . , , 1, . - I I I �� r n 1 Fum QWqNAL, 428.51 1683 29.61 WET Sif*AfAf � (SECALE CEREALE) THE NORTHERN PROPERTY LINE IS BOUND BY KESWICK RD AND KESWICK HUNT CLUB. THE EASTERN � I I � I - - .: . .1 � r W. -7 I ADJACENT PROPERTY "I'll, : I'll, 11 v wy- \ \; 11 - ,11 I I - I ­­ I I'll, I 11 -:4, �­­ , 1 ......... . ... ..... I .11 I ­­­­ I I,!, , r�Aqmm ­ � - - � -_ ___ I - I-— ­­­­_______­ , """,�",�,,�,�,�,�,�",�,�,., ­­­_.''. - , , I 11.11,11111.11.11 11111- I ­­­ I I-- -, __ - 11 ­­­ - 11­111­�__ - I --l'', - mouto � I I I r : � I � I \_ � �: , � I \. - \ I I , E53 12 6 / 1 �5 - I I 1 1195-1, %L4V, I I (Im"TMI . PROPERTY LINE IS BOUND BY THE KESWICK GOLF COURSE. THE SOUTHERN PROPERTY LINE IS BOUND BY THE I I I , I'll, ­­­­­ ­ 1111�11111111111 ­­­ - 1-1111:1 11-1- � 1-111-1- 111111-1 ............. ........ ......... . . ........... . . _-, � - 111111111111- � � � � � I I I ­­­­ 1-1-1-1-1 111-1.11. _j--'--' .... . .. .. . ..... 11.111-11,1111, .. .. .. � - .. ..... .. - ".''."'.""'; .... .... .. ..... . .. I FLTFP ,;L,OTK - of";41NAt , I I ,- 1 I � cRotmn I � , I � KESWICK GOLF COURSE AND SINGLE FAMILY RESIDENTIAL HOMES. THE WESTERN PROPERTY LINE IS BOUND I ; NA I \ . i FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 , zl�sl I I I C'", , r . . . I 11 , Tr,-2�,13�1 COW% *,��W"TE ��Oas 1"Rpw .1. I ­­ ­.­­­ 1,11I.I.I.-I'l-l-l-, 1,111111", ­1_1111�1­1 --------1- ­,­­­­­­ 1- ; I I � ; I I - ; ; I I � \ - � � BY SINGLE FAMILY RESIDENTIAL HOMES. 'wet'stora_g­e:� � .... .... F , " - - i - - I , " wet storage: I � I (LOLIUM MULTI I , I � -SM PiATE 313�1 COAM ,k�qsnun CW1 5 I plpwlt� .1 - 1. ---,--'-'---l 1. I 11 I � . I � ; wet storage required (cy) �67*DA) � 92�5� ; I � I � wet storage required ) (67 DA) � 65.01 11-1-1-11-111-11 1-1- I'll, 1-1-1- 11-11-1-11 I ­_­­ - ___­­­­ I � 11 1- I 1-1- - I ".- I.I.-I-1-1111. � ­­­­ -111A "I'll - , 11,11, I .... 1. , , " _ (cy , , _, 11 � - ­­­ , , '"' "", , _-, _,._________ - I'll "I'll I'll, -1 � 11-1-1 11 I 1, �111111 11 � ; I I I � � � bottom of stone weir (ft) 1 427�O 1 EXISTING SITE CONDITIONS bottom of stone Weir (ft) � 442.01 1 1 MAY 1 -AUG. 31 GERMAN MILLET 50 ; � � � : : ; 1 5 i � I � I I I I I I I I � � I 1-1-1 - - I p . ­-, - 11 11 I I I � I I - _ ­­­ I � � � -1-1-1 - I I I I I I I I - ­­­ 1-1-1 I— ­­­ I - - I I— I - ­­­­­ I I'll, ­­­ 11 - I I I I 11 . 1111-1- I " � 11 ''I'', I I - I ­­­­ ­­­ 11.11, ­­­­.. I � I I'll, I 11 - ­­. 1. 1. 11 I I I I I I 11 I I I - - 111-11 � I I I �** � I � (SETARIA ITALICA) THE SITE IS CURRENTLY THE LOCATION OF THE KESWICK HALL AND GOLF CLUB. wet storage provided at ffilis elevation (cy)�� I 01 _3 i , � **Goarse aggregate shall be VDOT #3, #357 of #5 wet storage.provided at this elevation (qy). 66A. 1 , coarse aggregate shall be VDOT #3, #357 of #5 ... I . ........... ....... � 1-1-1-1 11 I I 11 1. 011 I - I I-, I I � I , - I I - ­­­ I ­­ ... �1. 1111---l-I-I .................. ..... - , - , - - - , , _ 1, , 1, - - ". _ - - _ I—- I— 1- � � ­­­ , " -111-1-1-1-11.1-1 ' " -------- 4� ­ 4 � ------- - �' ­ ­ , � 1-- - -,11111,101111-1-111111 ". .. .... �� ... .. - , ­.. Z I - � � ­­ I I I - �- I I � I � I . n I � . I j I � I I � I I slope of wet storage sides 21 i � slope of wet storage sides 21 1 - n � � � z � I , I I I , I � ­ - - -1-1-11 1111.1.1-11111".. ;I ----l- "I'll ­­­­ ____ - 11-1-1 I—- I --l- �_ -1-11-- - .I.I.- I I.- I � I , � I ; ;­.. ­ ­ ­ ­ � � ­­­.. ---.-I -111-1 I 1-1-11-11111-1_1 1, - - "..- �­ ­ ... 1---," , " " �, , _ ... . .... . 1-.1,11-1.1. �. ­­­� � I I I ­­ 1-11 I .. ....... I I I ­­­ 1. 1-1-11 ­­­ - 11- I � � � , - , - - I., � 11-1 I ,­ I ; � ,_ ­ I � - I � � I OFF-SITE AREAS r I : I I I IS (�D ;weir length (ft) (&DA) I i 8.3 � weir length (ft) (6xDA)' 5.8, 1 � I � _111-111-1- 1-111 -11 I 111-1-1. 1.1111, I— I'll, 1-1 I I , , ''."', � -111-11-1 11" ­,­ ....... 111111- 1111-11 I I � ... ­­ ....... �,�,�,�,�,�,�,�",�,�r"rl,,,"r"",�� ...................... --11-1-1,11-1- ................... 11�11­1111111 111111-1111--1-111, "I'll'', "I'll" 11-1-1111 -1111_-11-11---- ......... I'll, ...... ­­ ...... ­ .... --1 ..... 1­­­.r_­­­­'r­ "'' ' - ­' I 11-111111111--1111111. 11.11,11, ­ I � - � � i � SOME UTILITY CONNECTIONS WILL REQUIRE OFFSITE CONNECTIONS. dry storage: I !bottom of trap elevation (ft) I � 439.51 dry storage� �bottcm of trap elevation � i 425� ­­­­ -1111111111111-1-111 11111_11� --,""I'll . '(4) � I I , � . ­­­­­­­­­ I I ­ I 11 "I 1- _1� 1-11-1-1-1-1-1 - I "I'll I I --- ------ - - - __________ ... ___ ___; 1. -11111 - 11 I I ­­ I'll, 11 _11--, , "' , "" ­­­.,­-,­­­-­­­ 1111� I ­ ­ ­­­ ­­,­­­­­ --1111111111111 - I I - 1. I 1111111-1- 111 "I'll � - I I 11L --1-1-1- 1-11111 ­­­ � ­ I'll ... 11.1. I ­­ 11�­­ I- 11-11.1- ..... I ...... ........ .. . � I I 1-1-1-1-11111 - I'll � I - I'll, � I � TEMPORARY SEEDING PLANT MATERIALS I bottom trap dimensions: �' � . I I dry storage required: (cy) (67*DA) 1 92,5 1 � � 47x16 dry storage required (cy) (67*DA) : 65�04 � bottom trap dimensions: � 1 39*16 1 11 ­ I I I 11 I 1-1-1111 11 ''I'll, I "I'll" , , , , " �_ - I I 111--.111- I ­ I 1. ­_­­." 1- _11 ........... , '' -1 1-1 I'�ll,���,�,�.,��,,�,�,,�,,�,,,� ............. .... __, , , , ___ - ...... � - ----- - ----- __ I 9 I � : - " , --'---111--1 '"'. ___,''I., "''. 1. 11 1. 11 "I'll, 11 I 11 11 11 I 11 - I 1-1- �.., ­­­ 11 I 11 11 11 11 I I 11 I � - I I � � - � I 11 11 I � � � I ­ "'' I I I I 11 1111 I 1-1-11 1.11,11,�,��,��,�,�'ll'"'I'l�,�I - I—- -1-11-1 1-1-1-1-111 - - � - - I I I 111. I I 11 1. 11.11,11.1 I I 1. 11 I - I I I 1. 11 I 1-1-1 ­.­ � � ""'' �­­ ...... � ..... -, '' - __ No Scale I ; I I CRITICAL EROSION AREAS crest of stone weir 443-5 :top of dam elevation (ft) I 1 444_5� crest of stone, weir 4285 'top af%dam elevation (ft) : 429-5 , I ; I - I'll, I I ­ . .. .... I ...... .. . -1 - I I I 11-1 I I I I 11-1 - ­­ I 11 I ­­­. I I - - I 11 � I , I 11 � - I I I 11 .1 . ........ - ­­­­­­­ ,top E I I NO CRITICAL EROSION AREA EXIST. I � I I I 1. I � : I C:) 3 . . dry storage provided at this elevation (cy) . 93-8 �� top width of dam (ft) ; 1 5 dry storage provided at this elevation (cy) 79�6top width of dam (ft) � I 1 * . . � . � i : TABLE 3.32-D I ­­­ I I ... 1-1 1-11- - 11 I ­ 11 -11 ­ 11 1".. 11 I I 11 11 - I I I 111 I � I 1, 11 -1-111111.11, I 11 1.111, � - -.1.1-1.1-1--1 I 11 ­­­­­ ­­­­­ 1-1--l-I I -1-11:1-1 ­ --- 1-11111111--- 11-1 ��­ I— 1,11 1- . , , ­ .-I-1_1-1 " ... ... . 1--r---- � ... � .... 111.11,11, ,�, ___ 1.1- 11-1-1 --.--------:1 M U I I I . , : .. � - I -�,�,�,��11.11�",--"""'''.... r1j Ui I � ; I �j � . I I I . i top trap dimensions � � 1 63*27 � � I . slope of dry storage Sides :21 'top trap dimensions ' I 67x36: - slope of dry storage sides 21 ; � ; . SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA r1`11 C EROSION AND SEDIMENT CONTROL MEASURES 8 (E) IS (H) § 0 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL E PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SEDIMENT TRAP #1 SEDIMENT TRAP #2 TOTAL LBS. PER ACRE , C: MINIMUM CARE LAWN LU (V .�= = = . SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL No Scale I No Scale COMMERCIAL OR RESIDENTIAL 175-200 LBS. 1-- W > �: HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% I.- U a') 3: OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. < LML t� 3: EXCAVATED DROP INLET SEDIMENT TRAP IMPROVED PERENNIAL RYEGRASS 0-5% 0 U. 0 SILT FENCE CULVERT INLET PROTECTION \\�� 1. SET POSTS AND EXCAVATE A 4X4" 2. STAPLE WIRE FENCING TO Ld 0 "FLOW ��_ , KENTUCKY BLUEGRASS 0-5% M ,-.I 5 - ONG THE LINE OF THEPOSTS. re,Uj .=STORMWATER RUNOFF CONSIDERATIONS �\)If� - - < _j U C� . t /:z�2 ;, FLOW POSTS. L ­ll 0- ", ENDWALL I '� �BIORETENTION FACILITIES WILL BE USED TO TREAT STORMWATER FOR QUALITY, BIORETENTION FACILITIES � / I _jI �_ *�N,- �,� 0,�",�,�,Q' ,�,_" 6' GENERAL SLOPE (3:1 OR LESS) LU I AND UNDERGROUND STORAGE PIPES WILL BE USED TO CONTROL OFFSITE RUNOFF. � � ,\ \\ A I ,_,�� - � Q� > C:, N - :,-: WA X. 0- - � - - _ KENTUCKY 31 FESCUE 128 LBS. E OF I - '� " ­ - :.�_/ -_ RED TOP GRASS L,) �; rN 4 TO � I ��,-_�\ � I ____,�� ,_57 ___1 2 LBS. - STORMWATER RUNOFF CONSIDERATIONS FILL I I CULVERT! , ,,,/-- -, - I �__ �, - � -It z � -L- ��! 2! ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND i �_ _/ , - -11 . I 1___�_ - � . SEASONAL NURSE CROP * 20 LBS. 3: 0 �n- X 0 1 5; i 1 I :,-- � - 1: X__11 Ill: 150 LES. _1 ,- _�- 11 _� 11 L<L F__ THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. ____�__ 0 1 - �f � - 1= Z C'd 6 J- - ------ .) I I III= i I-..,--- - ,� - =1 -1 LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) 0 4 Z) CL � ILL I FLOW I - _:�� � C, ", _�� C�� - ,I- �_� ! - __11111 I 1=1 I E-1, KENTUCKY 31 FESCUE 108 LES. U') X C r1j cl� I i X SEDIMENT -LADEN RUNOFF FLOW =-F-1-1 I I IF, pi 1=' Q .......... . . ------j- ---- - ------- - r - - - -- - - --------- r- I—- I-"-'-------- i r­�11�1__ ,:-.,�_"�, V, � - - --- - -­­ 1---,r--__, , " Q STRUCTURAL PRACTICES: , �11 k -11 -Ill- 'r > 1.10 U i ��_/ � ........ ........ ,I I ­ I'll, ,,, ­ RED TOP GRASS 2 LBS. I AS < Lf! V) 1� TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE --I-------- - - - ---,\\ i ___ I FLOW REQUIRED DEPTH BELOW TOP OF 4" SEASONAL NURSE CROP * 20 LBS. �_ C Ln LU - - - _1 PROVIDED AT THE LOCATION INDICATED ON THE PLANS, IT IS IMPERATIVE THAT THIS MEASURE BE 1 I INLET MIN. V- MAX. 2' 0 M � __ 1 CROWNVETCH ** 20 LES. 0 1� f 1 4-d r�j MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD � / ..­_ ''... _,....�.. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE (n " � * / - �.�� - ".. ---------- . . � ­'. 150 LES, P) ,zj z \. TOE OF .. ..... � ­"_ - =� �f � ... , . THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. M TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. \ 7' .. a- zj- 0 �1- FILL . - , THE TRENCH. �_4 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF SILT --=---1-- __.. .. . . .. - 00 _j . I 1 � I - - * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES C) LU J. - -1. ,�. : I ...L. , I -'i'�'- -1 ., t.0 �_ 4 AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. FENCE * I . 1L.. .. .., .1, AS STATED BELOW: > _� -_ ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT LFLOW DISTANCE IS ,,*OPTIONAL STONE COMBINATION MAX. 7';�.!*;.,:!..*-',:%�:,:z � � I--- FEBRUARY 16TH THROUGH APRIL .................... � ... � ........ .ANNUALRYE LU SEDIMENT FROM LEAVING THE SITE. 6' MINIMUM IF SLOPE 2:1 � �4 - ��__ .1 -_ � 11 ,-- MAY 1ST THROUGH AUGUST 15TH, ........................... FOXTAIL MILLET 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL FLOW IS I 1.0,1 1.5- i .� . - - 1 �-_,-,- . *4 .. 1: __� - -III . AUGUST 16TH THROUGH OCTOBER ..... , ......................... ANNUAL RYE . , I-- --III= - -- ... - DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM TOWARD I I L� � I LARGER -1FLOW =;;:�� -_ I NOVEMBER THROUGH FEBRUARY 15TH ................... . .... WINTER RYE STORM WATER WITH I.! WEEP .' ' , -I 1-1 I I- 1, _� LII Illp ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. PARTICLES ,_ - I- I 1-1. ,_ � ffP11 11 -FT 1 LARGER PARTICLES _,,Ig 1 . 1 - HOLES .' , I- - . Vi > , : SETTLE OUT -Ili- 4. DIVERSION DIKE - 3.09 A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OFA , FOR . 1-1 I ­ =1 I I.- ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF cl� - - ' SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND I REMOVED- q 1.11 DE_ -, -, =) DE- FARIVIVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING FLOW- 2.5' WATERING EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU 0 � DRAIN � . - ... 11 = STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS. INLET . .. � ' OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED U 5. SEDIMENT TRAP - 3,13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO I FILTER FABRIC I MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE Z) 0 DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH **VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I - - I ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER W FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT, AGGREGATE TO REPLACE SILT FENCE IN " RIPRAP Excavated Drop Inlet Sediment Trap design � WIRE � I I - SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. = I I I ---I'll ''I'll''�'""',"'',"","",, " '' ___,______ ___ , I-_ I . . -I I- __ - 1 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS HORSESHOE " WHEN HIGH VELOCITY OF FLOW I I fli I IEI I El I 1:::: I ; I I [�� I . -111 0 I I I I I . I STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES, ADDITIONALLY IS EXPECTED drainage.area (acres), (<3) . 1-44 (i� L11111 H11 ]P � (��) U.i THE TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE , , , I I �11111 I-- I -1-11--111-1 > trap volumes: ; ; . - LU I I ': I 1-1-1 ;­­ ­­ 1-1 - ... 1-111-1-1- i i I "-, DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. I I 1111.1.1111-111- I - ''. - , _.. - _ ". 1-11-111-111-1 . I SILT FENCE (WITH WIRE SUPPORT) = . ; elevation (ft)] area (so, %plume(oy) LU . I � 1 7, OUTLET PROTECTION - 3.18 THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING ( (3.08-1 F 11 - I 1-1-1-1-1-111 I'll, I I I I I 11111-1- ­ I - .1 I'll, I U I I - I No Scale F- � 446� 9" 2179, 8 (�D < BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT . ­­ I ... 11 1111­1111�11111­1 - ......... - - I I 11 I , 1-1111-11,11,11 � � , I 11 I 1, 11 ­ -1 , " ,­ � I 11 I < � I � 447 2213�1 8.1 j I z I 0 ,,,, I I I I - 111.111,111.1. ­­­­ 11 I I ­­­_ '­­­­-­___-__ __ 11 I I 11 I I 11-1111-11111 -,----- OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS CULVERT INLET PROTECTION I ; I PERMANENT SEEDING MIX FOR PIEDMONT AREA 0 j 448� 2575�� 88�7 GRAVEL CURB INLET SEDIMENT FILTER 11 - ­­­ I I ­­ 1.1.1- 1. .1-111111- 111111.1-- - I ­­­­ I I I _-1 --------- � 11 BELOW THESE OUTLETS. No Scale p I ____ U0 I � No Scale 1 449 2961, 96-8 ------ - - ; � ____ I I I I I I I > I ­­­­­­ "I'l''"I'll''"I'll'll''''II-11I _1 I ­ I 11111-1-111 � 11 11111-11-1 1-11- 1 8. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO I : � _______.1 DATE I SURFACE AND AIR MOVEMENT. - I � - � I - �.����,�,,����,�,,�,,�,�..'',''�'ll.�ll,�,������,�,�� � I ce I I : I I Z) I I � ;.. -11 ....... 11 I-,--,- � -.11111111''.. 1-1 ___-- 0 Storage: � I � - >_ VEGETATIVE PRACTICES: Isi I I , ,_­ ­� ...... , ­_ " , I-- 11.111-111 1111111111- 11. I 1 03-26-2018 . ---------- 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED storage required (cy) (1,34*QA) 1 193.0 - I .11 11 - I - bottom of excavaijon_(ftl_ : 446.9 - DRAWN BY AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND 11 ... ---1-1---- .......... . . . . . ­­ ......... --1,111- "I'', - , '"'", , , - , ­­.­­,.­­­­ ­--l- � � SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION, MINIMUM STANDARDS: ,top of in -let elevation I � I I 11-1-1 I 1-1-1-11 1 - 11144711,�191 11 El El El El 11 ­ , , -1-1-1111 I - - - I 1 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 storage' provided ---- I—— - I I-, I - 1-111-1 _ 1-119116, - I 1. 1. - ,- 11 I 1-1 I -.-,. I 11 ... I 1-11 ��� Lo Ll , 0 LO I 3.STUMPF DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, slope of wet storage sides 21 f � I I I I I... _111-11 I I ­ I � 111. I 1.111,11, - I I ....... 1-1 I I I I - _ . I 1-11 ­­ - I � -1- � I GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT I % /"/ STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION I I TECHNIQUES AND METHODS: , � I FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, DESIGNED BY IS APPLIED. MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS IS (3� 12" 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO 0 1. STUMPF * , COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE RUNOFF WATER GRAVEL FILTER WIRE MESH GREATER THAN 6'ON CENTER. EVERY NINTH POST SHALL -0 BEAUTY. APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. I EXCAVATED DROP INLET SEDIMENT TRAP #3 - T� : �: ,4-,i---.-, �,:.­-­­- .., FILTERED WATER CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE CHECKED BY .�� ��: I . . - .. ­- . 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH Nn qn;flp .. .. .. .� ­ .: ... 1. .. � :.. 1. ". 0 . � ;^",*.,0 :­., .�', STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION . .! . ....... .4'' FENCE AS A TREE PROTECTION FENCE. AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE, . , ::... I .. ..If.,. C. SHIFFLETT :,,. :.:,1.,:,..�'..;!.: .. .. . 8 (H) 0 is MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. 1. SET THE STAKES, 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE MANAGEMENT STRATEGIES PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ! ALONG THE LINE OF STAKES. I 11111 � -..-,-%11�,..­.-� '�d � : � ,.,.* = REE PROTECTION 0 SCALE . ,_.... ." IT T � - ..,. . ...;. 1, PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH ENOUGH TO SURVIVE AND WILL INHIBIT EROSION, . - 6' , - : .'..-, 4� :-p '. ..- No Scale =20' IMMEDIATELY FOLLOWING INSTALLATION. MS -4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE lv�_ � SEDIMENT 1111 .A., - .1 ,i* I 11 - - ,�, :�__ CONCRETE __ .:, 1.:1 .., :. �_- 0 - 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND - _� %. I - - 5��__ GUTTER ­ 0 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO DISTURBANCE TAKES PLACE. -1 I 1111 12" CURB INLET MINIMIZE PERIMETER CONTROLS. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER FLOW I- - � . * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. 0 V) 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER INSTALLATION. 1 4" SIONIL L-______________--------70' ,�,1lN,------------___________ ; '� - i � REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. IVIS -6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. .11 CONSTRUC710N i 0 r_ � - A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE S SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT AC,ES`, --\\ I 11- 3 11 I � SM -22A A_ HAL, _ j � EXTEND IT INTO THE TRENCH, EXCAVATED SOIL. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO (:]�� � GQU[',S PERMANENT STABILIZATION SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. \ �[. i �­IE-XIS'fINO 2: CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 27, i ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING / - - --- I PAVFMFNT MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND UNPROTECTEDAREAS. �,��`.7� �-:.�=,-.-�-���-,�.-77-:7"�,��-�-��.7�� �-r, -�-7­7 � '1� ,�-,--,�-,:-�'.. � � ,,. " .... . _ ... ___ Uj IMMEDIATELY FOLLOWING FINISHED GRADING, SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC, 'V'� vmp�-�--z/-' � - - � - - TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE �_ __ V, - - , ,11 B9 �­�7, �_'�'���,_­ - ,,, " - - 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. - - - � I STORMWATER INLET PROTECTION 'Nov'?, V, 41, 1111--.15" Mft 211A A0GR'_,'?WE BASE -1 , "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED MS -8, CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR - 1111 Ill No Scale �;� � I _� EaQF TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3,32-D OF THE HANDBOOK. FOR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. ,_ . FLOW..... JLE Uj MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. I wa I I WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH - FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER SHEET FLOW INSTALLATION FRAME GRATE _____J'0' CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT, -_ I \ I - -- S I 0N, E � Ln (PERSPECTIVE VIEW) 3 I (�Oilr��[Rtj('11`101%11 i ... ASPHALT PA%�F�) SEQUENCE OF INSTALLATION MS -11, BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET . 3' 1.5, k__�, - FRAME ACCE'SS ­ F --(D / WASHRACK 0 1 PHASE I (SEE SHEET C3.01 -C3.05) PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE I FLOW MAX. MAX. - I-- , - . __ - <__ ___� ­ - F_,__--_ � �� 1, A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, CHANNEL AND RECEIVING CHANNEL. A A . i - EX)SFiW,' I W < � U 17. OWNER, AND ENGINEER, THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE a - - ::� ., 27 f 1 -.2.%- / - AVF,MF �N Nr - " ,( I �,_ MIN., - � �2% MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL - ,,,, - ,__z_ �- - -------/ il , i FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION, NONERODIBLE 1 3' 1 - _:�"' <z:� MIN. - 11 - %% .- i U-1 2. INSTALL SILT FENCE BELOW PROPOSED SEDIMENT TRAPS AND INLET SEDIMENT TRAPS. CLEAR AND MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE 11 _ - GATHER - - ()(' -_ i___ i GRADE SEDIMENT TRAPS AND INLET SEDIMENT TRAPS. STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. � - ____� ________1 0 ___.P(),ll1V[� 0W,lNAC;[ Z in � � I 11111 I --- EXCESS 1,VUS' LXIEND FUL�_ NIDIH L � �- P-4 3. INSTALL CLEAN WATER DIVERSION, REMAINING SILT FENCE, REMAINING TREE PROTECTION, DIVERSION MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A -------_ - ___� AT OF R,i[CP,__S­, AND EGRESS TO SEDIMENT - I POINTS A SHOULD BE HIGHER THAN POINT B. ' "' FRAPPING R;1­VK,`F DIKES, INLET PROTECTION, CULVERT INLET PROTECTION. TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. J Ll CORNERS OPL-RATION 0 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE DRAINAGEWAY INSTALLATION PERSPECTIVE VIEWS PLAN Uj ;z 5. ROUGH GRADE PROJECT AREA. MET. (i) (FRONT ELEVATION) (��D STAKE 1 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. F- < IVIS -16, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER FENCE (W/O WIRE SUPPORT) � Z i- __ ____­__­_ ---­-----­- 12'' yll",�i.---------.------'-------------�l'()�5,lf'V[.- URAII-4AGE 1--1 . PHASE II (SEE SHEET C3.06 -C3.10) FABRIC Ill TO SE0lVFNT (n < V) APPLICABLE CRITERIA: I SILT � 1, __ , i .. - "' 2% �­�-­.V-11, I P otivic�[-_ P-11 I- � I __ � .. - - -­ - 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. � �� I " - � I .. 11-1,11 -1-1... , ,��! �� , 11111 MIN. r . z CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 7 1711 111 - � j "'S,W�11 � " .11 K 1.-11 2. FINE GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, � �* I FILTER, CL r. TI I - / (D - I I I TF ll� 10 . ,``�'0 I OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF \ - �, -A", �) SECTION A -A �_� DAYS AFTER FINAL GRADE IS ACHIEVED. -SITE PROPERTY. t �., A 3, ALL STORMWATER PIPING & STRUCTURES, INCLUDING DETENTION FACILITIES SHALL BE INSPECTED FOR D, MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE -_ -71711 DETAIL A . z > 77 . SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE STABILIZATION. A ininimmil w -,iter til) of I filc1l 11just be ft1,,4,,ffled with i minimum I inch b 111cock . SATISFACTION OF THE E&S INSPECTOR. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. ELEVATION OF STAKE AND FABRIC ORIENTATION ,,Iilitoff's,�ils e,�.,�t]Pl)��'ii.-,I wash hose widi'l &-ijileter of 1,5 inches for adeqlmte < � �- 4. ONCE THE SITE UP HILL FROM THE SEDIMENT TRAPS HAS BEEN STABILIZE AND APPROVED BY ESC F, APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. collshat pressilre. Nv,�Isll water must be cmie(hmv fiolli the enhance to in ;7 ;7 SPECIFIC APPLICATION al)j)rt�ve(isettlui�i�,11'e�itfil,eillo-N.'e,�e(tiiietit. AU�,:ecl'uiieixt,,Ii,iflt)el)re�,eiite(ifi-�)iii Z) INSPECTOR REMOVE, REMOVE THE SEDIMENT TRAPS AND COMPLETE ANY FINAL GRADING OR MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET ente6l'-'storill draftis, ditches or watercourses, HARDSCAPE. TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE - U) 0 LU 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE U 2: ACHIEVED. SILT FENCE BELOW SEDIMENT TRAP MUST BE MAINTAINED THROUGH GRADING AND TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING Z Uj REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET S CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. (�D NO SCA11E _j �_q CONSTRUCTION. WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL - t________ - � I 0 CE n 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. RM DRAIN INLET PROTECTION < CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION 1-� 2: Uj OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. �L_O S (�D LU TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE co U0 NE CONSTRUCTION ENTRANCE 11-4 _j PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. < GENERAL EROSION AND SEDIMENT CONTROL NOTES: MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION 9�El le 0 0 AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY - No -w- 7P ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA 0 < ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS. 1111E] @ EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND (PERSPECTIVE VIEW) E1110 911 SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL E-11011111111 so■ < 7P ONE 111111� � � HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL !''11 � � �: � �000 11, � ,:::;, :��, SOILS INFORMATION: �!::;i:�:! :111 CLASS I RIPRAP 0 REGULATIONS. 1� - � .j 11--i .� :._:­ ". . 46B - LIGNUM SILT LOAM, 2 TO 7 PERCENT SLOPES. 40 TO 60 so ,:� '11- �_":,� ", I I (Al � - ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING : .--', __- 1 . z I INCHES TO PARALITHIC BEDROCK, MODERATELY WELL DRAINED. I I REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. - I ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO ORAS THE FIRST STEP IN HYDROLOGIC SOIL GROUP: D - CLEARING, GRADING, OR LAND DISTURBANCE. 51B - MANTEO CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES. 15 TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELY 3' ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL DRAINED, HYDROLOGIC SOIL GROUP: D I M PERSPECTIVE VIEW �e TIMES. I .101 I - I ­_ , , .., - 51C - MANTEO CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES. 10 I - =11 �­ U ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON =111= I = "�, 1; 1�_­l - Ll �F I TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELY :H1 I I I I I � � � - I THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A ,=I - 11- , , DRAINED. HYDROLOGIC SOIL GROUP: D � - - . . SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING 11 I I- -=I - 11 , EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. =1 I EE EEE EEH EEE E E I=111- --1 51D - MANTEO CHANNERY SILT LOAM, 15 TO 25 PERCENT SLOPES. -1 I 1=1 11=1 11 I 1=1 I 1=1 11=1 11=1 11=1 - �11� � - I I iiii 1111 � �' - I . '14, - BRId (ATTA , - - __� _­� � :: 11 , 1. 11 -P (FRONT ELEVATION) . ,� - - I �, I S,W _ I 10 TO 20 INCHES TO LITHIC BEDROCK, SOMEWHAT EXCESSIVELY - - . - -1 . - - , , _', I ... :, ,%, ._0�_ _a_� ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND I 1 :-,-, TIE. ­_: � �7 1 - � �,�­�i __ 1­� - �­­_ ,o 1, �, � _� � -,_,,.­ � �- ­,� ­ 6 T 1 DRAINED. HYDROLOGIC SOIL GROUP: D - I I—- ­- 1, 11 ,_.., 1 - 1, ­_:,� �1:1: . �11 , - -� .. , � Uj . , �-' � 1, -1. SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) � �. - __ 11 � �, �.. .1 ::1 NOTE: SILT FENCE BREAK TO BE PLACED AT _11 :. - .. ,..: ::.I ;: WIRE' :!i 62B - NASON SILT LOAM, 2 TO 7 PERCENT SLOPES. 40 TO 60 LOW IN FENCE LINE. .: V : ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES FABRIC INCHES TO PARALITHIC BEDROCK, WELL DRAINED. HYDROLOGIC 1..."� \-LINE POST I ,� DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT, SOIL GROUP: B ,,__,� OA :ii�i� jj j 1� ___t j 10 GROUND LINE JOB NO. � - METAL (T) OR � � A U) POSTS BRA ­**� C MAX. ( ING , MAX. ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. 77 - RIVE RVIEW-CH EWAC LA COMPLEX. MORE THAN 80 INCHES TO 5' MIN., _O_NCRETE FOOTING 1 40241 - qk Z " �' '' " '? 1- , tll� 1%, 6�, , 'A� � RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL PERSPECTIVE VIEW PERSPECTIVE VIEW ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING (i� PLASTIC FENCE METAL FENCE (H GROUP: B ) RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS (�� - SHEET NO. OF THE EROSION CONTROL DEVICES IMMEDIATELY, I SILT FENCE BREAK I SAFETY FENCE ---I I C3. 00 - i No Scale I No Scale 6 C 5 a 6 > U) Z 0 r_ - a) > a) 0 U) M = �: a) U) 0 a " :3 DL , �� " 2 0 3) 4 :) a) 0 5 - � 15 = 4 2 � I- M 0- C 4 I I I Do - 0) Z) L) :3 0 C3 � 0 (D CL 2 zU) 00 2 �E 0 2E C >, F- M • E .S -a C r (D M U) C: I 0 D 0 D W r - y j - Y) 3: Z U) D Q) (n 2i Q. 2X - 0) (D - 0= - >, -:5 tf (D 0= CL 0 .§ D- at r- 2: 2 0 M UN X C: (D 0 a) . t = :3 a) I C M 0 U) 0 C - a) 2 E �O =C U (U 0 -a 6 -0 a a) �� T-0 L) 0G U) 0 V) - M 0 -0 Z; 1: M (D (n C: C: 0 0 M 0 CL (j)-0 q) 41) (1) - = E = P ­ EROSION CONTROL LEGEND A r J I", LIMITS OF CLEARING AND GRADING I L I - ----------- < 4 ki k, 2 4� \ \ 0 Z Ik SOIL INFORMATION Ik k, I C�l I/N DRAINAGE AREA BOUNDS 41+ Z�/ kk J 7 N, Q P1, kk CONSTRUCTION ENTRANCE 3.02 J , ./ 1//'� f V, - I N 11 7Y S,E I . < \ 0 0 Z' \x d nk 0 N k SILT FENCE 3.05 A 'k In, k 'N V\ W kk INLET PROTECTION 3.07 k, k" x 'N < �X\ X 3 4" - CULVERT INLET PROTECTION 3.08 `�/ `�_P 1� ki X in k, z IP nk k, I DIVERSION DIKE 3.09 A -44 k N TPI SEDIMENT TRAP 3.13 cv Au� I 7�, eb 0 ROCK CHECK DAMS 3.20 k, "I k --44 \k n-u, k, X In Ink N11 0 1% 1 \ \ k ki k, k 'nz TEMPORARY SEEDING 3.31 Ink N I 'IN \ 8 )R&I GRA 7 JI 10V T -Il., F 41 1 31 el, C�� W i/ IN= 3 1 N, PERMANENT SEEDING 3.32 k, —44 'N fhli'/ OUT -45 11\v k MULCHING 3.35 4 -4 N N, 43 4 N, 11 0, k, in, TREE PRESERVATION FENCE 3.38 N, 00 /4- kk k, DUST CONTROL 3.39 '4 5�, 10 ni �J, A. 1 . 4 44? SILT FENCE BREAK % "ZI vi "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER N N nn� k, t A k� % �& I j I iWol "k a-1- Ik k, /j, 442 % k k, \�, I k, �Offl oot_E V_ r A," - o C3.03 _�z 1, nk C no X 41 'k /N % 14 7 - .;,I- �`,, �j ", h, ki, TP 'N i , X 7 Ik % kI kk k sl� G "IF j in <1 'Y<1, 'k k-, k, k Ik, I 7-_ v, N k k k A 'FED --- N, C3.05 in, C3.04 TS Ir C3.02 SL C DC n; k, ®R L7 k, TS n%, 3T0f?i',,0fi`vL �T %11 TO` 4 % 9.75 hPVV IA1=44- v4%, ink, ggo "Pi 136 v IP CONTRAtTOR TO REMOVE kk ry,p I IRRIGATIO , I "'N : i V X 'j < N AND SITE i "W � i, 11 -1 __ A —;';50- A in '�IG TIN z Z_ G LINES DURING �2 -----o- , 11 NIN N, NSTRU Ik\ -2 L CTION OF j A Ke N 0; EDIMENT TRAP n� .......... v VA, Aj, N, IN N, 00 X V I K IV, k, k, TOTAL LIMITS OF kkn, "A in I In 2,14 DISTURBANCE 9.40 AC k, V In Z "oe %,� )k IVI Fj t ­ E_? 3 SCALE 1 "=20' 44 %1 % T An" LJ % k, 0 20' 40' ss r -n� DC P1 000" TS DC TS 0 ININPA TP 4;q, 34 0 . ... 3 'ITY 20� EA T G,430 , ir o/ % oo T 7 452--) —45 h TP 'A P, 455 457 45 --46o, SSF `462 ----- - - --- Ilk, nTP IP nnTP nn1�y TO !G TP s T P E S F t D C 7z-- T CN 66 7 WV 1 fNV �fl, DC T(Z TP CL D151 PG,430 t elk SSF Lu 20 f06 fr nIj A 4 oil L nTS tcn --7 TOTAL LIMITS OF nDISTURBANCE 9 40 AC (y) 00 z X, A cpoamw J, RS_KT Lic. No. 0,402048507 512610 (n E c:) o M U r,4 vi 0 E Lu ui Lu 0 0� Lu < J U co a. J — uj 4 > 0 Lu a) rn -L- 4 3: 0 x 4�1_ Rj U- > Ln C U) 0 4-J V) G) 00 —1 C) Lu t�o Ln 0 0 0 W Lu u z 0 2 U) V, 0 2! 0 R I!__ u Lu 0 uj cl� DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' uj 0 uj >2: L) uj V) >0 2 0 Lu 0 10 < z (D 0 m �_q u U) > -0 c co < CL uj 0 0 37 u Lu 3: 0 -co: CL cl� LLJ (1) ::) L) 0 -<-, 1 0, -0 re 2 " (D uj CL a) (/) co C) z _j a) 0 < '_ �5; 2E < M E 'o CL 0 o::) 0 0 P-4 Z U) 0 0 x uJ —0 :,ED 0 0 0) cu u x ID 0 a) co 0 E -0 = C ui 0 ca 0 70 ca 0 30B NO. 0 C�- 2 40241 co (n (n 0 r_ 0 SHEET NO. 0 C3. 01 '7 VvEj% f SSF if0,y I PG 14 fDC T S A I f TOTAL LIMITS OF DISTURBANCE 9.40 AC R SSF T PA A G ES S E4, DN T f SEML D PG� FO 1JN �4, 3 S TOA? Y S TUCCO DC -4, 0A4 G TS 66, PAD -460 44�') ----- ----- - Ell 4 v 1z L "QONTRACTOP-TO REM E OR c TS OT[LITY LINES 511) URING CONSTRJCTION OF SEDIMENT TR�A DC + T S v y �y f DC TS IP f I4,50 T 448 49 `4 40� -4 Ilk, r RAW ET #3 7 r I ip -2 n 46, AREA D C �93 CY 4 -446.9 TS 447.9 X - ----448 -44 7- S F T X c D J TS X, o t .1 , ",q, q, d� x� !F *v % 7, ? g�4 < W� q, J D C V bl", X" A 0, )P=4431% 7 1 p I ss f /1v 4- 143 N, DC L TS 4 f fi,�VfD RA fi, A4 Y J Q oa, 'IN '-N V, 71 418 'V i Xl� 44"', p _439 r AV -4,(e b X /1 14-, T 4,jjj� Z -7- z D C Z, 4%� w % TS 'N _ZZ IN 4 TOTAL LIMITS OF EROSION CONTROL LEGEND LIMITS OF CLEARING AND GRADING M�11% W�_ �­ I SOIL INFORMATION C3.03 C3.01 L C3.05 C3.04 — — --'-< T h DISTURBANCE 9.40 AC It .0 E ------- IP N Vi o U I L " 5S � I L Y p ­- -------- - - (ST1 % " -- N S F oJi N. 'All Z­� NJ N W ED 11 IN101 N C00V S TIA T1 JEE — -, I , % - " �11 , ?�, - \,� - - "', ,, , -11, - , "I I �v 2 4�38t- , N, _ I I/ " I I �- - Z - -- z �Iv STONE WEIR P �6 -N A CD N� k 4 Z11 0 N TS IN D L CL (3) L "A '13 J I A X 'N w- DD nC X U) 'r U, V, ?411 TS A X 4� Lu 17 06 N '4� 4 w 7 Ir, - �, I \\ i v "N -100 0 lfi 17w, � I k 4 _", - oo� SEDIMENT TRAP #2 4 0.97 ACRE DRAINAGE AREA TOTAL STORAGE REQUIRED: 130 CY 544 & N, TOP OF DAM ELEVATION: 429.5 N N, A g v K to 511 AN V 4 _N�K>� p kz, A 1/1,1001), F-F-AXF �Al T -Z 4, V 01( EDVC - `k k, LA -'--s AI N. N "N ILI- z: ;Lx z, 0, va 4/ '4W)J1 NAl SCALE I "=20' m 00 r) 0 20' 40' z P 4'o o 0 A, 0 Ldc. Nb� 04,12048507 fn E CD C) M u r14 vi c: 0 E E Lu LL 4� U. -2 U., o UJ J U 00 -1 uj m > in Lu W ro 3: 0 Ln x _j < ce e LL ox :3 .j. U) C: CZ4 > Ln Lo 00) 4-j r_j ro 00 _j C) uj U) c� Z:) 0 (D 0 Lu uj u z 0 2 0 0 ;7 0 u (1) Lu 0 V) V, Lu 0� VAINMINW-7*6 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20, uj 0 uj < r !D: U) 0 0 - Lu U) < 1_� z 0 cj� u > < CL Lu 0 0 (1, 0 u LIJ -0 0- cl� LLJ (1) ::) 0 5 0, 0 ILLJ CL co z _j 0 < f 0 0 < E 0 c: [L 0 o::) 0 0 1._II 0� 0 U) U) U) 0 oz ao) :x Q_ :E x ry W-0 0 o w co x 0 U) 0 E =3 ui 0 0 30B NO, 0 c� 'n .2 t 40241 0 SHEET NO. 0 -0 C3,02 AM W11r, rm �w Frm low mm MII, DRAINAGE AREA BOUNDS CONSTRUCTION ENTRANCE 3.02 SILT FENCE 3.05 INLET PROTECTION 3.07 (CI P CULVERT INLET PROTECTION 3.08 P" DIVERSION DIKE 3.09 SEDIMENT TRAP 3.13 ROCK CHECK DAMS 3.20 TEMPORARY SEEDING 3.31 PERMANENT SEEDING 3.32 MULCHING 3.35 TREE PRESERVATION FENCE 3.38 DUST CONTROL 3.39 SILT FENCE BREAK "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER C3.03 C3.01 L C3.05 C3.04 — — --'-< T h DISTURBANCE 9.40 AC It .0 E ------- IP N Vi o U I L " 5S � I L Y p ­- -------- - - (ST1 % " -- N S F oJi N. 'All Z­� NJ N W ED 11 IN101 N C00V S TIA T1 JEE — -, I , % - " �11 , ?�, - \,� - - "', ,, , -11, - , "I I �v 2 4�38t- , N, _ I I/ " I I �- - Z - -- z �Iv STONE WEIR P �6 -N A CD N� k 4 Z11 0 N TS IN D L CL (3) L "A '13 J I A X 'N w- DD nC X U) 'r U, V, ?411 TS A X 4� Lu 17 06 N '4� 4 w 7 Ir, - �, I \\ i v "N -100 0 lfi 17w, � I k 4 _", - oo� SEDIMENT TRAP #2 4 0.97 ACRE DRAINAGE AREA TOTAL STORAGE REQUIRED: 130 CY 544 & N, TOP OF DAM ELEVATION: 429.5 N N, A g v K to 511 AN V 4 _N�K>� p kz, A 1/1,1001), F-F-AXF �Al T -Z 4, V 01( EDVC - `k k, LA -'--s AI N. N "N ILI- z: ;Lx z, 0, va 4/ '4W)J1 NAl SCALE I "=20' m 00 r) 0 20' 40' z P 4'o o 0 A, 0 Ldc. Nb� 04,12048507 fn E CD C) M u r14 vi c: 0 E E Lu LL 4� U. -2 U., o UJ J U 00 -1 uj m > in Lu W ro 3: 0 Ln x _j < ce e LL ox :3 .j. U) C: CZ4 > Ln Lo 00) 4-j r_j ro 00 _j C) uj U) c� Z:) 0 (D 0 Lu uj u z 0 2 0 0 ;7 0 u (1) Lu 0 V) V, Lu 0� VAINMINW-7*6 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20, uj 0 uj < r !D: U) 0 0 - Lu U) < 1_� z 0 cj� u > < CL Lu 0 0 (1, 0 u LIJ -0 0- cl� LLJ (1) ::) 0 5 0, 0 ILLJ CL co z _j 0 < f 0 0 < E 0 c: [L 0 o::) 0 0 1._II 0� 0 U) U) U) 0 oz ao) :x Q_ :E x ry W-0 0 o w co x 0 U) 0 E =3 ui 0 0 30B NO, 0 c� 'n .2 t 40241 0 SHEET NO. 0 -0 C3,02 1K . ..... 7,94 SET' v Z --.- LEGEND L EROSION CONTROL *.%v Ilk A. e"f MITS OF CLEARING AND GRADI LI NG "Ole, SOIL INFORMATION X lk, If 600 DRAINAGE AREA BOUNDS u, IV . ..... 601 CONSTRUC TION ENTRANCE 3.02 N 1". fl, / 'IF --44C,- j % f SILT FENCE 3.05 k '-�-44 Z 602 1 INLET PROTECTION 3.07 'a fi IT 0,01 6 CULVERT INLET PROTECTION 3.08 x DIVERSION DIKE 109 -442 604 SEDIMENT TRAP 3.13 I 4�3 44, �4 ROCK CHECK DAMS 3.20 z TEMPORARY SEEDING 3.31 4 7, <\ PERMANENT SEEDING 3.32 .. . . . . . ...... MULCHING 335 TREE PRESERVATION FENCE 338 OF TOTAL LIMITS 442 --- DISTURBANCE 9.40 AC DUST CONTROL 3.39 i, ti SILT FENCE BREAK p4P G TP -�T 'OIL TYPE, "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 62B oe D D F7 DC 3 L I c Ts n; SF 3.01 10 DC 4000 5 s T P SEDIMENT TRAP #'l �K\ 1.38 ACRE DRAINAGE 4) TOTAL STORAGE REQUIRED: 85 CY - TOP OF DAM ELEVATION: 444.5 CONTRA� CTOR TO REMOVE, C3.05 ',IRRIGATjON AND SITE �)LIGHTING LINES DURING _450- C3.0 4 C3.02 ',),,,6NSTRUCTION OF A TRAP STONE WEIR P 000, SCALE 1"=20' ST2 AV SF 0 20' 40' y DC TS TP 00 (y) z z v P=46 C11 T 0B,' p ip T -y & A S E T' -R 2 7X!T)�' L",24S u,u or D D TP 4-- 453— TP 'ell A WE 1U ---------- 51 B v A' TP IP T P C D ss T P A CD 'A TF TP CD 0 -/,j 000 Y, DC TP TS Ar C� a) R, UB/Slld, L L R 1� P- fA R�FA p 04 CL �6 Ikk co DC . ..... TS cl) 0 70 0 rl T P L 1. 3-E A F A RE E c r Lu f7 < CL p son so 0 cl� fS F IP a) I i TP AV (u JOWT P L B, -128 PG, . TP D cl) TS L 0 4 CF.&(G W T., JK,9TARSK1 Lic. Nlo- 0402048507 512610 AR4 m E C) 0 C) C'4 r'4 < 0 > E 6 E uj UJ > U) U. Lu 0 = Lu ry) < 00 Lb Lri c� 04 CL > o ce LL U-) X > Lr) < . c Lr) 0 ED 00 _j C) Lu (A 0 0 LLJ L) z 0 2 0 ;7 0 u (f) Lu 0 Lu ry Lu DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1"=20' ui 0 ui U) 0 ('D (n 0 Lu 0 �o U) U) z (D 0 u (n > < CL Ljj 0 0 0) 0 u 0 < Lu L) = 0 "o cl, 0 0 Lu CL a) U) C) z 0 0 c: < E r 2! [L 0 o::) 0 0 Lr) Z U) C) 0 (2) CL x Lu o �E CL 2 CL cy) (1) c (13 (1) x C 0 C) :3 U) 0 0 E =3 ui U 0 - 0) -0 JOB NO. 0 0 -0 40241 E_ m U) C (n 0 c: 0 SHEET NO. T C3.03 v I/ - i , I ',�, -_z,�, IV -j, r . . .... 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L / � f ? � I _� / �j / , 11 / il i � I f i / � \ , I '' �, ,��X ,,� - 1 I / I I, , � i IF M41 " ", � / Ul,13FURBANCE=9.40AC ' / �`� / / / I , ,I If ,I �f if SEDIMENT TRAP 3.13 1 _ " / 1, ( I (�D _\ � � , I � I P -11 I 11 I? i / I I � �, / / I/ / I I , I , j - ; 'i " I -, , , I ,I �, / I 1� / 41 , , I ,­ 1� ", I i I I I � I , � I 11 i I , 11 ­ ", , I 1 1 1 ; j I / ;"/ I , i I I / ,,�,�, � , I / �, / / / / -<11 / , ,/ X X � � I I , 1x_\' � p "I , -, � / , I I j� " , I I ; � I'll , : � � I / / / , / ROCK CHECK DAMS 3.20 I— Z<'>�," 11 I � ,,,� / 1// S ,A, <' , /I 11 I � 1� I p , I � I 5 I I --.,?, f / , / � I I /I ><,", IP � f / I I,< xz' >,'_� I 11 / I ,I I I 11, I � , / " � I . .11 , . " / ? / " �, 11 ,e,'�\�,,,- � I f , I t If --", ,� I � I I f" I . , I , i 1�,' "X � ! ? 1�1 11 / " / ­ ��-,,,',,�',�', � I i 'I I � 1� ,,� // 11 / f � i I / f, / . I / / / 11,�,<, ,,�)�, �X, , �\,< I m " I I I I I �, / , / 11 /­ � / , , . 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(n M �p - 0 (n x C 0 . - 0 0 = 2- m " 0 (n 0 c: 0.2 E -0 = c: U M 0 6 - -.0 .s� 0 0 --a .t2 -0 0 0 c� w 0 w M U , -a p - - M to 0 c: c: 0 0 m 0 0-0 w 0 _i!� .F= F_ .E R.5".. -'R132! 5 . R R 4 [RIAN BY TR 5 10, 7 PERMEABLE PAVERS (TYP) 0 I R I5' i R 150' WHEEL STOP (TYP-) R10' R5' R10'—\ 6' 91 (TYP.) :R5i 6 3 ✓ X, >. . . . . . . . . . . . . . . . . . . ........ R5' . . . . . . . ..... . . . . . . . ... . . . . . . . . RX- . . . . . . . . . . . . . . 'JU R27' 0. 0 "A R 0 i 1 t tV A ? Cp R295' PROPOSED 8" i nil WATERLINE ,f ftt IN, 011, lj'l -4— ­g� 4 "INN, IN, Z'// N R65 --�, -k� 2 SE7-BAC,1<­,,, R65' N, C, A TO BtJk�DIAJI_3 15 SIV G (QLD) REFER TO LANDSCAPE ARCH. PLAN FOR FURTHER DETAIL RISERS SEE DETAIL. RETAINING WALL TC) Bf_8LL)/f%,fG It 6' To BUILL L rr PROPOSE HARDSCAPE V REFER TO LANDSCAPE X 3 S TOFr Y S TV'C GO ARCH. PLAN FOR BiJILLOING FURTHER DETAIL W,8ASS MENT ff4646, E Wc VWRAINSARRE1. 611 HEAVY DUTY ASPHALT \x PROPOSED EXISTING HALL GREASE TRAP 4 0 b v, X 12 435- R41' x /x 4 < x er< Lu vi a0) > U) 3,- 3L NE CC)i 4LEST F4 X, X X'I 2! o x V ce 6 u- A. _X A J u 6' 91 (TYP.) :R5i 6 3 ✓ X, >. . . . . . . . . . . . . . . . . . . ........ R5' . . . . . . . ..... . . . . . . . ... . . . . . . . . RX- . . . . . . . . . . . . . . 'JU R27' 0. 0 "A R 0 i 1 t tV A ? Cp R295' PROPOSED 8" i nil WATERLINE ,f ftt IN, 011, lj'l -4— ­g� 4 "INN, IN, Z'// N R65 --�, -k� 2 SE7-BAC,1<­,,, R65' N, C, A TO BtJk�DIAJI_3 15 SIV G (QLD) REFER TO LANDSCAPE ARCH. PLAN FOR FURTHER DETAIL RISERS SEE DETAIL. RETAINING WALL TC) Bf_8LL)/f%,fG It 6' To BUILL STAIRS WITH (2) 6" RISERS SEE DETAIL. F�c TIL E,) =45 2, 62 STAIR WITH HANDRAILS. (13) 7" RISERS SEE DETAIL. L rr PROPOSE HARDSCAPE V REFER TO LANDSCAPE X 3 S TOFr Y S TV'C GO ARCH. PLAN FOR BiJILLOING FURTHER DETAIL W,8ASS MENT ff4646, E Wc VWRAINSARRE1. j, HEAVY DUTY ASPHALT PROPOSED EXISTING HALL STAIRS WITH (2) 6" RISERS SEE DETAIL. F�c TIL E,) =45 2, 62 STAIR WITH HANDRAILS. (13) 7" RISERS SEE DETAIL. RETAININ WALL L rr PROPOSE HARDSCAPE V (SEE LANDSCAPE PLAN) Vi 1111100D 61 iZE118o'k, b11£"A CONCRETE SIDEWALK E HEAVY DUTY CONCRETE E j, HEAVY DUTY ASPHALT PROPOSED R15" \/, ��- 1 GREASE TRAP 4 0 b v, X 12 435- R41' x /x 4 < x er< RETAININ WALL 121' r --R117' 10, STAIRS WITH ILL HANDRAILS. (7) 6 RISERS SEE DETAIL. 450 BEN -n 'N" 9 X TOP=44,3± lky 0 IR APLOC STAIR WITH N� 1�_ HANDRAILS. (9) 6" RISERS SEE DETAIL. f J,, SEE LANDSCAPE No IN 41 N , �, 1 N Ilk- ARCH. PLAN N_ �I,1144/ N x LY 3, BRICK' e-) KIt. s -k 'IN A F(DIIH - PROPOSED IM BEND 'X -N S7A C c-) N C R1 PA D N3 GUEST WING Zz _7 S1AN;',,,ARYk1k 98 #vvffilj:� , 71, 00 ffil v ou _1-41215v 6119 4 2 IN e R20 X'Z / " 4 N, PROPOSED R2, SANITARY SEWER TO� - �,-11 11L DlING 41 STAIR WITH 8"X8" TS&V HANDRAILS. (3) 7" RISERS SEE DETAIL, < N\ R2' '\,A.4 16' V, Sq /V "N' R1 0 > N- iCv d, % A Q N, N„ x, 125' S E 7'b I Nl� 1C, �� 7z _ 31� 'Al"i 'mN11 "A < N '\ X 21 4� A L rr PROPOSE HARDSCAPE V (SEE LANDSCAPE PLAN) Vi 1111100D 61 iZE118o'k, b11£"A CONCRETE SIDEWALK E HEAVY DUTY CONCRETE E j, HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PERMEABLE PAVERS /VVV0)0D17E-NG'E 0 b v, 4-J LL Lu Q Lu < x er< Lu vi a0) > U) 3,- 3L NE CC)i 4LEST F4 J, 2! o x V ce 6 u- A. co 1 u < U) Lu 0 4-d N V) 0 00 _j C) Lu Q0 > Lu ry 121' r --R117' 10, STAIRS WITH ILL HANDRAILS. (7) 6 RISERS SEE DETAIL. 450 BEN -n 'N" 9 X TOP=44,3± lky 0 IR APLOC STAIR WITH N� 1�_ HANDRAILS. (9) 6" RISERS SEE DETAIL. f J,, SEE LANDSCAPE No IN 41 N , �, 1 N Ilk- ARCH. PLAN N_ �I,1144/ N x LY 3, BRICK' e-) KIt. s -k 'IN A F(DIIH - PROPOSED IM BEND 'X -N S7A C c-) N C R1 PA D N3 GUEST WING Zz _7 S1AN;',,,ARYk1k 98 #vvffilj:� , 71, 00 ffil v ou _1-41215v 6119 4 2 IN e R20 X'Z / " 4 N, PROPOSED R2, SANITARY SEWER TO� - �,-11 11L DlING 41 STAIR WITH 8"X8" TS&V HANDRAILS. (3) 7" RISERS SEE DETAIL, < N\ R2' '\,A.4 16' V, Sq /V "N' R1 0 > N- iCv d, % A Q N, N„ x, 125' S E 7'b I Nl� 1C, �� 7z _ 31� 'Al"i 'mN11 "A < N '\ X 21 4� A RI ERS SEE DETAIL. LANDSCAPED TERRACE. REFER TO LANDSCAPE ARCH. PLAN FOR DETAILS REINFORCED TURF FOR EMERGENCY ACCESS L rr PROPOSE HARDSCAPE V (SEE LANDSCAPE PLAN) Vi 1111100D 61 iZE118o'k, b11£"A CONCRETE SIDEWALK E HEAVY DUTY CONCRETE E j, HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PERMEABLE PAVERS /VVV0)0D17E-NG'E 0 b v, 4-J LL Lu Q Lu < U 00 Lu vi a0) > U) 3,- 3L NE CC)i 4LEST F4 J, 2! o x V ce 6 u- A. RI ERS SEE DETAIL. LANDSCAPED TERRACE. REFER TO LANDSCAPE ARCH. PLAN FOR DETAILS REINFORCED TURF FOR EMERGENCY ACCESS C4.02 C4.00 �--jam I �� I C4.04 C4.03 4 L _-Z z Z, Z, Z, 'Z - z" INN� SCALE 1 "=20' 00 20' 40' oz N, NL, w, W J., K Or TA R S YT, CIRX(G L, c< No. 044,2048507 512611 b :Q LEGEND: PROPOSE HARDSCAPE (SEE LANDSCAPE PLAN) CONCRETE SIDEWALK E HEAVY DUTY CONCRETE E Lu HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PERMEABLE PAVERS REINFORCED TURF C4.02 C4.00 �--jam I �� I C4.04 C4.03 4 L _-Z z Z, Z, Z, 'Z - z" INN� SCALE 1 "=20' 00 20' 40' oz N, NL, w, W J., K Or TA R S YT, CIRX(G L, c< No. 044,2048507 512611 b :Q LL Z) 0 0 Q-1 M W > uj V < < V) > .. . DATE 0 03-26-2018 DRAWN BY 1, STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=20' uj ui 0 Ii uj < z (D F-4 < z Lu 7 LLJ O < LIJ c/ W 30B NO. 40241 SHEET NO. C4.01 E C) 0 CN E E Lu 4-J LL Lu Q Lu < U 00 Lu vi a0) > U) Lu F4 W :LRl" 2! o x 0 ce 6 u- > u < U) Lu 0 4-d N V) 0 00 _j C) Lu Q0 > Lu ry LL Z) 0 0 Q-1 M W > uj V < < V) > .. . DATE 0 03-26-2018 DRAWN BY 1, STUMPF DESIGNED BY 1. 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" - - ,A,'�, � I ,_ -, -,- _111--, -1- ,, 1 / I *,�­,.111 - ,\",� � ', e , " , , \ i n - 2' k �, " i I y , A 0� DATE I , ­', _11QQ wxA . V ___ , , � I \ '- PVMT . w __... ,�� i I , 11 1 65.70, . _ __ - 11 ky .. _ � --- / , . , A 1 g 0" � =) , ____ I . 11� , "' - ) \ _% 0 \1 � I i \ ,I , ­��, / ,Z� \ I ­_-, �, � , \ - , ll 46904 ,� / __ I ,,­ V/ f 1% __ �, " , -- , - I - \ , , � � 1� n -L . z � - 4 ­ I QP , ", 1� , 463.76' /-1 V / , , ­­,� ", c �, \ 1 \ ­ f/ A too �, 1 1 / I I W" / , , f,- \ I \ 0D) 11 \ -1- � �-, - 1-1 "" \ , 1% , I 14 1 - �S, ---; II , � j 1 1 1 )/ Q, w 4 �_q \4� , , � " 4'k'- \ . � i \ i w ,I l co 1.2y \ -, n 11. % \ < � ell - .- I - / / 0 11 , I , � y � / I , ) �� I A Ve2ll, \ ��11 �, , r-_ \P il III/ i P - >_ -26-2018 / i ��/ "I-, 1 ­11�_7___ 1�, gp,� I - I V t! �,,xg,)wl " \ -N \ " �� k, �,, 11 'l tp � ,,.d \ / I PV \ i', I I I ,/ -­ I 11 1 -� 03 ­ I �, -1 , ,,, ,��_, - \ �. 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STUMPF " f ?, ,Jl-pt"r ­ / ,kN I,,- / 7 / �, \ I / - , , I 1�1, I I 1 459.91' 'N I - 1 ", '_111, / & / � ", \ \ I I , i I �r 1� , ,, - I I ' i --- � � 0 - ,I 1, / - 1�, , ,� ` \13 I . � � I I 4 , 4 . ,r-�� 0 � ' I VPVIIT , 1 1 , � / I 11,��C` I X, " - " 1. , `, VMT', i I ,� I f / , I'll ,,I / ,�� 11 , ", , � � `1 'S/ " 10 �, _7 i , w I 'i � A 1 I / %I / , , , �', r _",i,k " ,; N 1\ - .It � , . --1 , 11 � �-, / �', "N.. " - / f I - �'-'p I � I \ � "'j 11 , _I A / Aq 4 ? " I I �1 11 --- ill �1 V r , / , - I I , I A��, � --- - \, I __ I I R T51 'A�-- -1 , , " ', �� __�Ll " SWK � 4 1 . . - \ 11 1, 11 " �,� ;_ .1 j � ,,, X \ / 0 7 I S COU11, \ / A 11, ') A , ay 1 t /, _-_11�_4,�. lin, , ,N� I //" i, ,A ,5, V \ Au \ \ \ 45471' 1 . , a , n, , "I 46045 1 ) \ \ \ i I, DESIGNED BY I ,� �, r,,',� 7 '_n, I N \9 y % N, 1, , 11 11 I � , I �1, - � I/ / " I - ,,,, - � 1\ I I \ / '� , y" 11 1-01 ,Pllil. I V, 1_1 �,�,­;­�_'�.� "� I:- ,,, \ - �� � I �,,�., , \� 1, I \ I 'l i VMT \ _- 1�_ �� , �� -, ,�, A, , - Nm­,�e " 1�1.. , r 0 , -1 I �,. il -11, , , " �\�- 11 �','," 0 , 1, \ " / f _:, � � �­r- � i \ � I . �� �� I � _Nvc �11`� ! � , ­qjj�,,_'P, \-,, / *11 I �� - " R�, �, � ) 1/6;p, I 'I I _­ \ I / w, I q / i ik�%,Lgyw­ � 1;-'a- 7-�, ,,, - /_ ,_,�`)' \'111- � 9 Ai A % \ t a . qw, I , 1�' , " -- I ,�,\�, i � I , - , , - r / 461 A9' 1, �,, 11 w I .1, / I , M , _", -, __ �__, / �� -1 -,� , / ___, , , 1 1 11 , �, ;, , - -- � ��tj, 9' 4, � � Q ,I 1 Am V 1, I '. . 0 Ail / I �/ 1. �W "'�41 \l',�"_ , "" / r", / ,% / \ /�, I i. ", A ,� \ �­�Relg,�",J* -\ -��, \ / \ ��, ,,?�,',"'� \ 1 . - % - a, f, I --..--, __ / 0 1. STUMPF I ..--,- __ 1, I / � J�,- -1 -n, /' � 1�, ,-,, , �%� i, o / \ \1 � � I "I AD If 0 I -,. , If 01 -1c" J � / . i . i I . , ��, -1 � / � /I � . � ; I / I I 0, i _.. _1j _____,, h 0- 'Z/ x 1 P i / \ , ,_ / �,� \ � ­�--,, , N� % , 1� , -� /N Q Sw 4� , I .� . I ", N I I , It, . ,�- "�j, I, 1, i � , " " / e"_ �11 \ � 1, , , , \ \!, "� "", , " , -i \ 1� I r T I ", I 1" " " , ,,, ,% � � � ,,, �`�?, ,/ ,I I � i I- - � I I ) 1 // 3 SIT0111 le, S1_11jr_r;0 11 / , - 1 �� I 1, , 11 1, I , / ___ y ,4 el ,� I "", " \ � , , I " / \ , � _i � �Ie "/ . � 4�, i \ -, i 11 CHECKED " � �-�' `0 / (Y" / / / A " ��, /� I - I 1�,, I ,,,,, ,­ I :/ , 1"', _� 456.81' � PVMT � , � - " 1 \A BY I N I - 11 ,��qp � 11 , ,, I ,�� - SWK fl" / 11, I \ A' 1 I" ". ,�� I - I ��,T, , �_-, I , 1 1 -, -1 11 I., I � I I/ I DAVr' "', I �k 1 , - - c . � 1, I` ___1 - -, /�-­ � / - � / 11 1, A , \ N \ 0 i I I �1< -11 "I - PVM1 "? \ I , . 1 1 j 1/ ivy I f I/ / A " / 1, \ % 19c -SWK 11, %J1 462.88' "l I Y - y ,;�, % \ / A / \ Va '' �', 459.5 � \ I ,,,It J! 11 I / / q, - I ic , �,�� 11 , 1� � , 1 I.A, \ \ 41-1 11�A . 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STUMPF DESIGNED BY ].STUMPF CHECKED BY C. SHIFFLETT SCALE 1 "=50' (A �_ 2! ui 5" ui > 0 w r) -7 p --q Lu 1�_� (A I < = �e u p__q 3: (1) L1j �z I < >- �_­! Q� Id:__ < __q (D 22 2: > 5- . � D ;7 Lf ) Z) 0 u i- - Lu 71, _j C)� uj < ;> 2: I uJ co ( _j ') < < WST-1101re, 40241 SHEET NO. C6. 01 PrA 34 1110 cy- u_j L_ I < 3: 5- 0� 0 I-_ (/) - 0 c: 1 :5 -0 03 > U) = 0 M (1) > a) 0 co = 3: (I) U) 0 CL " :3 CL >1 c m - �o _0 a) (n =; (1) 0 16 c = (o = U) _0 c: (10 t:! co 0- .E - 0 (I) .Z 14 I I 0- Q) Z) :5 o -0 0� u �� CL (1) U) z wo - 2 0 2E >, F -- M - E 2 -0 C c: a) M cn c 0- 0 :) 0 0 c: Of 0 = (D - w 3: Z U) U) 0 2 2 0- ;� x �- a) I+- E 0 ::,-5 _t 0 Q) = 0-- 0 .§ CL 0) a) c: 2:12 w M .2 _t� 0 x r - (D .0 a) 0 :E p 2 -v) m a 0 U) 0 r " a) �2 E -0 = c: U M 0 - -0 cy) -0 .s� (D - 0 m .2 I -0 u 0 c - (n u) �2 M 'Q -0 :3 c: -t= m co V) c c: 0 0 -2 0 0- - (D _0 (n 0 W := = E �_ - WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 1 -1 TO ANALYSIS POINT 1 (OFFSITE) AREA = 0.65 ACRES 0.00 ACRES (IMPERVIOUS) (CN = 98) 0.64 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.29 0.063 2 YEAR 1.81 10 YEAR 3.42 PRE AREA 1-2 TO ANALYSIS POINT 1 (ONSITE) AREA = 1.47 ACRES 0,63 ACRES (IMPERVIOUS) (CN = 98) 0.84 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 4.28 0.214 2 YEAR 5.58 10 YEAR 9.40 AREAS COMBINED (PRE AREA 1-1 + PRE AREA 1-2) Q (CFS) 1 YEAR 5.57 2 YEAR 7.39 10 YEAR 12.82 DRAINAGE AREA ANALYSIS (POST -DEVELOPED POST AREA 1-3 TO ANALYSIS POINT 1 (OFFSITE, DETAINED) AREA = 0.64 ACRES 0.00 ACRES (IMPERVIOUS) (CN = 98) 0.64 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.29 0.063 2 YEAR 1.81 10 YEAR 3.42 POST AREA 1-4 TO ANALYSIS POINT 1 (ONSITE, DETAINED) AREA = 0.28 ACRES 0,24 ACRES (IMPERVIOUS) (CN = 98) 0.04 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) I YEAR 1.03 0.055 2 YEAR 1.28 10 YEAR 1.98 POST AREA 1-5 TO ANALYSIS POINT 1 (ONSITE, DETAINED) AREA = 1. 17 ACRES 0.38 ACRES (IMPERVIOUS) (CN = 98) 0.41 ACRES (MANAGED TURF) (CN = 80) 0.38 ACRES (PERMEABLE PAVEMENT - TREATED) (CN = 88) Q (CFS) V (AC -FT) 1 YEAR 3.31 0.178 2 YEAR 4.31 10 YEAR 7.28 POST AREA 1-6 TO ANALYSIS POINT I (ONSITE, UNDETAINED) AREA = 0.26 ACRES 0.15 ACRES (IMPERVIOUS) (CN = 98) 0. 11 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 0.82 0.041 2 YEAR 1.05 10 YEAR 1.72 EXISTING BIORIETENTION I (POST AREA 1-3 + POST AREA 1-4) Q (CFS) 1 YEAR O�03 2 YEAR O�13 10 YEAR 3.96 BIORETENTION 4 (POST AREA 1-5) Q (CFS) 1 YEAR 2.93 2 YEAR 4.16 10 YEAR 7.03 AREAS COMBINED (EXISTING BIORETENTION 1 + BIORETENTION 4 + POST AREA 1-6) Q (CFS) 1 YEAR 149 2 YEAR 5.14 10 YEAR 11.68 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED :5 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED Q MAX (1-YR):s 0.80'(4.28 *0.214)AC-FT I (0.274)AC-FT = 2.67 CFS 2.67 + 1.29 CIFS (POST AREA 1-3) = 3.96 CFS Q(1 -YR) POST -DEVELOPED = 149 CFS OK FLOOD PROTECTION: POST -DEVELOPED Q5 PRE -DEVELOPED Q OK 5.14 CFS (POST -DEVELOPED Q2) < 7.39 CFS (PRE -DEVELOPED Q2) OK 11.68 CFS (POST -DEVELOPED Q10)5 12.82 CIFS (PRE -DEVELOPED Q10) m E n 00 00 U*) 0 'o (D 0 WATER QUANTITY ANALYSIS POINT 2 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 2-1 TO ANALYSIS POINT 2 (ONSITE) AREA = 1.71 ACRES 0.31 ACRES (IMPERVIOUS) (CN = 98) 1.40 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 3.87 0.197 2 YEAR 5.28 10 YEAR 9.55 PRE AREA 2-2 TO ANALYSIS POINT 2 (ONSITE) AREA = 1.14 ACRES 0.43 ACRES (IMPERVIOUS) (CN = 98) 0.71 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 3.19 0.158 2 YEAR 4.19 10 YEAR 7.15 PRE AREA 2-3 TO ANALYSIS POINT 2 (OFFSITE) AREA = 0.44 ACRES 0.44 ACRES (IMPERVIOUS) (CN = 98) 0.00 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.76 0.099 2 YEAR 2.15 10 YEAR 3.26 ONSITE AREAS COMBINED (PRE 2-1 + PRE 2-2) Q (CFS) 1 YEAR 7.04 2 YEAR 9.45 10 YEAR 16.67 TOTAL AREAS COMBINED (PRE 2-1 + PRE 2-2 + PRE 2-3) Q (CFS) 1 YEAR 8.75 2 YEAR 11.53 10 YEAR 19.84 DRAINAGE AREA ANALYSIS (POST -DEVELOPED POST AREA 2-4 TO ANALYSIS POINT 2 (OFFSITE, DETAINED) AREA = 0.44 ACRES 0.44 ACRES (IMPERVIOUS) (CN = 98) 0.00 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.76 0.099 2 YEAR 2.15 10 YEAR 3.26 POST AREA 2-5 TO ANALYSIS POINT 2 (ONSITE, UNDETAINED) AREA = 0.69 ACRES 0.21 ACRES (IMPERVIOUS) (CN = 98) 0.48 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.80 0.087 2 YEAR 2.41 10 YEAR 4.24 POST AREA 2-6 TO ANALYSIS POINT 2 (ONSITE, DETAINED) AREA = 0.32 ACRES 0.32 ACRES (IMPERVIOUS) (CN = 98) 0.00 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.28 0.072 2 YEAR 1.56 10 YEAR 2.37 POST AREA 2-7 TO ANALYSIS POINT 2 (ONSITE, DETAINED) AREA = 0.80 ACRES 0.33 ACRES (IMPERVIOUS) (CN = 98) 0.47 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 2.17 0.111 2 YEAR 2.85 10 YEAR 4.88 POST AREA 2-8 TO ANALYSIS POINT 2 (ONSITE, UNDETAINED) AREA = 0.83 ACRES 0.45 ACRES (IMPERVIOUS) (CN = 98) 0.38 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 2.61 0.132 2 YEAR 3.35 10 YEAR 5.50 SWM 1 (120 LF OF 66"CMP) (POST 2-4 + POST 2-6 + POST 2-7) Q (CFS) I YEAR 3.02 2 YEAR 5.97 10 YEAR 9.84 AREAS COMBINED (SWM 1 + POST 2-5 + POST 2-8) Q (CFS) 1 YEAR 6.44 2 YEAR 11.28 10 YEAR 19.56 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED :5 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED Q MAX *1 -YR):5 0.80'(7.04 * 0.355)AC-FT (.402)AC-FT = 4.97 CFS 4,97 CFS + 1.76 CIFS (2-3) 6.73 CFS Q (1 -YR) POST -DEVELOPED =6.44 CFS OK FLOOD PROTECTION:. POST -DEVELOPED Q < PRE -DEVELOPED Q OK 10.75 CIFS (POST -DEVELOPED Q2) :5 11.53 CFS (PRE -DEVELOPED Q2) OK 21.10 CFS (POST -DEVELOPED Qjo)!� 19.84 CFS (PRE -DEVELOPED Qjo) WATER QUANTITY ANALYSIS POINT 3 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 3-1 TO ANALYSIS POINT 3 AREA = 1.03 ACRES 0.09 ACRES (IMPERVIOUS) (CN = 98) 0.94 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.16 0.112 2 YEAR 1.61 10 YEAR 3.02 DRAINAGE AREA ANALYSIS (POST-DEVE LOPE DI POST AREA 3-2 TO ANALYSIS POINT 3 AREA = 0.52 ACRES 0.05 ACRES (IMPERVIOUS) (CN = 98) 0.47 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) I YEAR 0.58 0.057 2 YEAR 0.81 10 YEAR 1.53 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED :5 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 0.58 CFS :5 0.80*(lA6 * 0.1 12)AC-FT / (0.042)AC-FT = 2.47CFS FLOOD PROTECTION: POST -DEVELOPED Q:5 PRE -DEVELOPED Q OK 0.81 CFS (POST -DEVELOPED Q2) 5 1.61 CFS (PRE -DEVELOPED Q2) OK 1.53 CFS (POST -DEVELOPED Q10)5 3.02 CFS (PRE -DEVELOPED Q10) WATER OUANTITY ANALYSIS POINT 4 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) AREA 4-1 TO ANALYSIS POINT 4 AREA = 1.97 ACRES 0.74 ACRES (IMPERVIOUS) (CN = 98) 1.23 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 5.34 O�274 2 YEAR 7.03 10 YEAR 12.02 DRAINAGE AREA ANALYSIS (POST-DEVE LOPED) POST AREA 4-2 TO ANALYSIS PO I NT 4 AREA = 1.23 ACRES 0.30 ACRES (IMPERVIOUS) (CN = 98) 0.13 ACRES (MANAGED TURF) (CN = 80) 0.83 ACRES (PERMEABLE PAVEMENT - TREATED) (CN 88) Q (CFS) V (AC -FT) 1 YEAR 3.76 0.196 2 YEAR 4.82 10 YEAR 7.93 POST AREA 4-3 TO ANALYSIS POINT 4 AREA = 0.80 ACRES 0.21 ACRES (IMPERVIOUS) (CN = 98) 0.30 ACRES (MANAGED TURF) (CN = 80) 0.29 ACRES (PERMEABLE PAVEMENT - TREATED) (CN 88) Q (CFS) V (AC -FT) 1 YEAR 2.47 0.122 2 YEAR 3.20 10 YEAR 5.32 BIORETENTION 2 (POST AREA 4-3) Q (CFS) 1 YEAR 0.30 2 YEAR 1.87 10 YEAR 5.12 POST AREA 4-4 TO ANALYSIS POINT 4 AREA = 0.20 ACRES 0.00 ACRES (IMPERVIOUS) (CN = 98) 0.04 ACRES (MANAGED TURF) (CN = 80) 0. 16 ACRES (PERMEABLE PAVEMENT - TREATED) (CN 87) Q (CFS) V (AC -FT) 1 YEAR 0.54 0.027 2 YEAR 0.71 10 YEAR 1.23 BIORETENTION 3 (POST AREA 4-4) Q (CFS) 1 YEAR 0.00 2 YEAR 0.00 10 YEAR 0.06 SWM 2 (190 LF OF 60" CMP) (POST AREA 4-2 + BIORETENTION 2 + BIORETENTION 3) Q (CFS) 1 YEAR 2.80 2 YEAR 5.91 10 YEAR 11.98 POST AREA 4-5 TO ANALYSIS POINT 4 (ONSITE, UNDETAINED) AREA = 0.23 ACRES 0.00 ACRES (IMPERVIOUS) (CN = 98) 0.00 ACRES (MANAGED TURF) (CN = 80) 0.23 ACRES (PERMEABLE PAVEMENT - TREATED) (CN 88) Q (CFS) V (AC -FT) 1 YEAR 0.68 0.033 2 YEAR 0.89 10 YEAR 1.50 AREAS COMBINED (SWM 2 + POST AREA 4-5) Q (CFS) I YEAR 3.02 2 YEAR 5.66 10 YEAR 12.01 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED :5 0.80*(QPRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 3.02 CFS < 0.80*(5.34 * 0.274)AC-FT / (0.375)AC-FT = 3.12 CIFS FLOOD PROTECTION: POST -DEVELOPED Q!� PRE -DEVELOPED Q OK 5.66 CFS (POST -DEVELOPED Q2) :5 7.03 CFS (PRE -DEVELOPED Q2) OK 12.01 CFS (POST -DEVELOPED Q10) < 12.02 CFS (PRE -DEVELOPED Q10) STORMWATER NARRATIVE WATER QUANTITY ANALYSIS POINT 5 DRAINAGE AREA ANALYSIS (PRE -DEVELOPED) PRE AREA 5-1 TO ANALYSIS POINT 5 AREA = 0.37 ACRES 0.04 ACRES (IMPERVIOUS) (CN = 98) 0.33 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 0.83 0.041 2 YEAR 1.13 10 YEAR 2.08 PRE AREA 5-2 TO ANALYSIS POINT 5 AREA = 0.82 ACRES 0.48 ACRES (IMPERVIOUS) (CN = 98) 0.34 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 2.21 0.136 2 YEAR 2.82 10 YEAR 4.59 AREAS COMBINED (PRE 5-1 + PRE 5-2) Q (CFS) 1 YEAR 2.89 2 YEAR 3.77 10 YEAR 6.36 DRAINAGE AREA ANALYSIS (POST-DEVE LOPED) POST AREA 5-3 TO ANALYSIS POINT 5 AREA = 0.37 ACRES 0.35 ACRES (IMPERVIOUS) (CN = 98) 0.02 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.46 0.083 2 YEAR 1.78 10 YEAR 2.73 POST AREA 5-4 TO ANALYSIS POINT 5 AREA = 0.47 ACRES 0.28 ACRES (IMPERVIOUS) (CN = 98) 0.19 ACRES (MANAGED TURF) (CN = 80) Q (CFS) V (AC -FT) 1 YEAR 1.26 0.078 2 YEAR 1.62 10 YEAR 2.63 AREAS COMBINED (POST 5-3 + POST 5-4) Q (CFS) 1 YEAR 2.53 2 YEAR 3.16 1 OYEAR 5.00 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED I 0.80*(()PRE-DEVELOPED*RVPRE-DEVELOPED)/RVDEVELOPED OK 2.53 CFS :5 0.80*(2.89 * 0, 1 77)AC-FT / (0. 16 1)AC-FT = 2.54 C FS FLOOD PROTECTION: POST -DEVELOPED Q < PRE -DEVELOPED Q OK 3.16 CFS (POST -DEVELOPED Q2) :5 3.77 CFS (PRE -DEVELOPED Q2) OK 5.00 CFS (POST -DEVELOPED Qjo) < 6.36 CFS (PRE -DEVELOPED Q10) WATER QUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 2.29 ACRES MANAGED TURF = 6.73 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 8.34 POST DEVELOPED AREA IMPERVIOUS = 5.49 ACRES MANAGED TURF = 3.,53 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 13.67 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) 6.97 LB/YR TOTAL LOAD REDUCTION ACHIEVED (LB/YR) 3.87 LB/YR REMAINING LOAD REDUCTION REQUIRED (LB/YR) = 3.10 LB/YR ONSITE TREATMENT PROPOSED SURPLUS LOAD REDUCTION FROM PLANS TITLED "KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION AND RENOVATION" = 0.44 LB/YR STORMWATER CREDITS PURCHASED = 2.26 LB/YR TOTAL = 3.10 LB/YR THIS PROJECT INCLUDES THE CONSTRUCTION OF A LAUNDRY FACILITY, VARIOUS BUILDING ADDITIONS AND ASSOCIATED PARKING & UTILITIES, BASED ON THE LIMITS OF DISTURBANCE, THIS PROJECT CONSISTS OF FIVE (5) ANALYSIS POINTS FOR STORMWATER QUANTITY MEASUREMENTS. PRE -DEVELOPED CONDITIONS WERE ESTABLISHED FROM THE AIRBORNE SURVEY DATED 7/31/17, ALL DEMOLITION AND CONSTRUCTION SHOWN AS PART OF THE "KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION AND RENOVATION" HAS BEEN OMITTED FROM ALL PRE -DEVELOPED CALCULATIONS. STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 1 WILL UTILIZE BIORETENTION FACILITY 4 AND THE EXISTING BIORETENTION FACILITY 1, TO BE CONSTRUCTED AS PART OF THE PLANS TITLED "KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION AND RENOVATION". BIORETENTION FACILITY 1 HAS BEEN DESIGNED TO TREAT ADDITIONAL DRAINAGE AREA AS PROPOSED IN THIS PLAN FOR STORMWATER QUANTITY PURPOSES ONLY. ENERGY BALANCE AND CHANNEL PROTECTION REQUIREMENTS ARE MET THROUGH THE USE OF BIORETENTION FACILITY 4 AND EXISTING BIORIETENTION FACILITY 1. STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 2 WILL UTILIZE A CMP DETENTION PIPE TO MEET ENERGY BALANCE AND CHANNEL PROTECTION REQUIREMENTS. ANALYSIS POINT 2 CONSISTS OF SEVERAL SUB -DRAINAGE AREAS WITH VARYING TIME OF CONCENTRATIONS. AREA 2-4 DRAINS TO THE EAST AND ULTIMATELY REACHES THE NORTHERN MOST PONDS LOCATED WITHIN THE GOLF COURSE. THIS POND OUTFALLS TO THE EXISTING POND TO THE SOUTH, ASSOCIATED WITH ANALYSIS POINT 2 AS SEEN ON SHEET C6.0. STORMWATER RUNOFF TO ANALYSIS POINT 3 (GOLF COURSE) SHEET FLOWS FROM THE PROPOSED LIMITS OF DISTURBANCE ONTO THE GOLF COURSE. STORMWATER QUANTITY REQUIREMENTS FOR ANALYSIS POINT 3 WILL BE MET THROUGH THE REDUCTION IN IMPERVIOUS AREA. ENERGY BALANCE AND CHANNEL PROTECTION FOR THIS ANALYSIS POINT ARE IN COMPLIANCE (SEE CALCULATION ABOVE). STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 4 WILL UTILIZE A COMBINATION OF PERMEABLE PAVEMENT, BIORETENTION FACILITIES AND A CMP DETENTION PIPE TO MEET ENERGY BALANCE AND CHANNEL PROTECTION REQUIREMENTS. A PORTION OF THE PERMEABLE PAVEMENT WILL UTILIZE UNDERDRAINS TO CONVEY STORMWATER DIRECTLY INTO BIORETENTION FACILITIES 2 & 3. BOTH OF THESE BIORETENTION FACILITIES WILL DIRECT LARGE RAIN EVENTS INTO THE CMP DETENTION PIPE SHOWN ON SHEET C6.1. THE REMAINING AREA OF PERMEABLE PAVEMENT WILL DIRECT STORMWATER RUNOFF INTO THE CMP DETENTION PIPE. STORMWATER RUNOFF DRAINING TO ANALYSIS POINT 5 CONSISTS OF TWO SEPARATE SUB DRAINAGE AREAS (POST 5-1 & POST 5-2) THAT MEET AT THE EXISTING POND ON THE WESTERN SIDE OF THE PROPERTY. IMPROVEMENTS IN THESE AREAS REDUCE THE OVERALL DRAINAGE AREA TO ANALYSIS POINT 5 AND MEET ENERGY BALANCE AND CHANNEL PROTECTION REQUIREMENTS WITHOUT THE NEED OF ANY ADDITIONAL INFRASTRUCTURE. 4�, C91UGW1, R�,gTARFMT Ldc. No. 040,2048507 m E CD C) 0) U r-4 r14 < > E E ui Lu u U" LL Lu o Lu _c ro J U co _j c� > S r,4 CL 0 ui z 3: o L:O:l x Z C'd e rq > Ln o 00 _j C) Lu Q0 D 0 0 0� 7 - Lu ui u z 0 1�� V) 0 x (A z C) E ;7 0 u ul) Lu 0 4 Lu c� Lu F_ 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT SCA N/A LE ui ui > P-4 ch 0 < U_j 0 CL U) 0 ui al� < < Z) (D ry v) 1-4 U) > < Ui Z) o 5- -0 L.0 0 u Lu 3: 0 _j (D -s ce < < 5 0 'o rr -0 (D Llj a) W < CL _j 0 < 0 ry E LU U) 0- 0 <D 0 0 c: �>w w Z 0 x q) 2.1 W 0 0 ur) 2 u X 0 co 0 0 E ui L) -0 S� JOB NO. 0 c� 0 =3 40241 cm -�u= co co 0 SHEET NO. C6.02 uo)- a) yj T [pp" af,,Ckl llylpr fiacility L CLEANOUT c� 3" HARDWOOD BARK MULCH 24^B0FUTERMIX 3''NO. 8STONE 27" NO. 57 STONE P-Toli�� SCHEDULE 40 PVCUNDERDRA|N EXISTING DROP INLET TOP: 437.27 RAMPGO|LTOUPOF - OVERFLDVVSTRUCTURTE MIN SLOPE 31 BOTTOM OF / B|ORETENT0N BASIN FABRIC OREQUIVALENT. TOBE2'VV|DE CENTERED ON UNDERORA|N EXIST. 15" RCP NOTES 1. 24"B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD OFTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =O.A8ACRES Rv=0.43 MANAGED TURF: O.72ACRES T(v)=1,488CF IMPERVIOUS: O24ACRES DESIGN STORAGE DEPTH: (2'X0.25)+(2.5'X0.4)+0.5O'pOND|NG=2' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH '>1.498/2'=74QSF SURFACE AREA PROVIDED: 2,0OUSF EXISTING BIORETENTION FACILITY 1 DETAIL (LEVEL 1 NO SCALE 24NYLDPLASTBASIN WITH DOME GRATE TOP: 449.50 CLEANOUT INV. OUT = 445.00 15" HDPE 3" HARDWOOD BARK MULCH 24^B|OF|LTERMIX 3^NO. 8STONE SCHEDULE 40 PVCUNDERDRAN FABRIC DREQUIVALENT. TOBE2'VV|DE CENTERED ON UNDERDRA|N N r6.^ 15" HDPE NOTES� 1.24"B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD OFTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =O.27ACRES Rv=O77 MANAGED TURF: O.O7ACRES T(v)=755CIF PERMEABLE PAVEMENT: O.2OACRES DESIGN STORAGE DEPTH: (2'XU.25)+(1'%O.4)+U.50'POND|NG=1.4' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH '>755/1./y=53S8F SURFACE AREA PROVIDED: 1.3OOSF BIORETENTION FACILITY 3 DETAIL (LEVEL 1) NO SCALE WEIR ELEV. STEEL PLATE (14 GAUGE) '�'`�"������ rura/vn��c |.5O T-7 10YEARWSE 421.07 \/ 1 YEAR VVSE - -" - - - - - - 420.17 INV 416.00 WEIR PLATE SECTION ELEV. 416.00 ���|�� ��b�T� |MJ ��" /~y��� STORAGE ���T��� _ ��yN� 4 vv�-// � PLATE / �- //� ^^v� ��mn �� / ��/ ^x-v���_ SYSTEM �� / �-,m ^�vvnm / No Scale DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE 1.INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM OFTHE WEIR PLATE CONTROL STRUCTURE FOR SEDIMENT BUILD UPONAYEARLY BASIS. 2.INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ONA YEARLY BA8|8.|FANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS 3. IFMEASURED SEDIMENT BUILD UPEXCEEDS 2O%OFTHE PIPE DIAMETER. THE SYSTEM SHALL BECLEANED VIA AVACUUM TRUCK DRMANUAL METHODS. 24"NYLDPLASTBASIN WITH DOME GRATE TOP: 456.50 CLEANOUT INV. OUT =45U.0U15^HDPE NOTES 1. 24^B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD DFTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =0.8UACRES Rv=O.GQ MANAGED TURF: U21ACRES T(V)=2,UO4CF IMPERVIOUS: 03OACRES PERMEABLE PAVEMENT: O.20ACRES DESIGN STORAGE DEPTH: (2'XO.25)+(1'XO.4)+0.5U'PON0NG=1/4' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH ->2.O04/1.4/=1.431SF SURFACE AREA PROVIDED: 2.00OSF BICIRETENTION FACILITY 2 DETAIL (LEVEL 1) NO SCALE 24NYLOPLASTBASIN WITH DOME GRATE TDP: 448.50 CLEANOUT INV. OUT = 445.00 15" HDPE 3" HARDWOOD BARK MULCH 24^B0F|LTERMIX 3''NO. 8STONE 27~NO. 57STONE " PERFORATED SCHEDULE 40 PVC UNDERDRAIN RAMP SOIL TOLIP OF - OVERFLOW STRUCTURTE MIN SLOPE 31 BOTTOM OF 8|ORETENT|ON BASIN FABRIC DREQUIVALENT. TOBE2'VV|DE CENTERED ON UNDERDRA|N N r6.^ 15" HDPE NOTES� 1.24"B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD OFTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =O.27ACRES Rv=O77 MANAGED TURF: O.O7ACRES T(v)=755CIF PERMEABLE PAVEMENT: O.2OACRES DESIGN STORAGE DEPTH: (2'XU.25)+(1'%O.4)+U.50'POND|NG=1.4' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH '>755/1./y=53S8F SURFACE AREA PROVIDED: 1.3OOSF BIORETENTION FACILITY 3 DETAIL (LEVEL 1) NO SCALE WEIR ELEV. STEEL PLATE (14 GAUGE) '�'`�"������ rura/vn��c |.5O T-7 10YEARWSE 421.07 \/ 1 YEAR VVSE - -" - - - - - - 420.17 INV 416.00 WEIR PLATE SECTION ELEV. 416.00 ���|�� ��b�T� |MJ ��" /~y��� STORAGE ���T��� _ ��yN� 4 vv�-// � PLATE / �- //� ^^v� ��mn �� / ��/ ^x-v���_ SYSTEM �� / �-,m ^�vvnm / No Scale DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE 1.INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM OFTHE WEIR PLATE CONTROL STRUCTURE FOR SEDIMENT BUILD UPONAYEARLY BASIS. 2.INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ONA YEARLY BA8|8.|FANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS 3. IFMEASURED SEDIMENT BUILD UPEXCEEDS 2O%OFTHE PIPE DIAMETER. THE SYSTEM SHALL BECLEANED VIA AVACUUM TRUCK DRMANUAL METHODS. 24"NYLDPLASTBASIN WITH DOME GRATE TOP: 456.50 CLEANOUT INV. OUT =45U.0U15^HDPE NOTES 1. 24^B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD DFTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =0.8UACRES Rv=O.GQ MANAGED TURF: U21ACRES T(V)=2,UO4CF IMPERVIOUS: 03OACRES PERMEABLE PAVEMENT: O.20ACRES DESIGN STORAGE DEPTH: (2'XO.25)+(1'XO.4)+0.5U'PON0NG=1/4' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH ->2.O04/1.4/=1.431SF SURFACE AREA PROVIDED: 2.00OSF BICIRETENTION FACILITY 2 DETAIL (LEVEL 1) NO SCALE 24NYLOPLASTBASIN WITH DOME GRATE TDP: 448.50 CLEANOUT INV. OUT = 445.00 15" HDPE 3" HARDWOOD BARK MULCH 24^B0F|LTERMIX 3''NO. 8STONE 27~NO. 57STONE " PERFORATED SCHEDULE 40 PVC UNDERDRAIN FABRIC OREQUIVALENT. TDBE2'VV|DE CENTERED ON UNDERDRA|N ,'10 15" HDPE NOTES 1.24"B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD 0FTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =O.84ACRES R"=O.72 MANAGED TURF: O.27ACRES To4=2.1Q5CF IMPERVIOUS: O,3UACRES PERMEABLE PAVEMENT: 0.27ACRES DESIGN STORAGE DEPTH: (2'X02S)+(2.5'X0.4)+U.50POND|NG=2' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH ->2.105/2'=1'0A7SF SURFACE AREA PROVIDED: 1.18OSF BTORETENTTON FACILITY 4 DETAIL (LEVEL 1) NO SCALE VVBRELEV. STEEL PLATE (14 GAUGE) `�"������,� ,rvra/un��c5.00 INV 440.00 WEIR PLATE SECTION 10YEARVVSE 443.10 T7 ��1YEARVVSE --441.66 - ELEV. 440.00 h��|�� ������ |�J ��n ��y��� STORAGE ���T�P� _ ���P� � xv�_/"�/ ���./�_"n���� ��mu ��/��/^�^���_��/��/�_mv ��vvwu�� No Scale DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE 1.INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM C>FTHE WEIR PLATE CONTROL STRUCTURE FOR SEDIMENT BUILD UPDNAYEARLY BASIS. 2.INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ONA YEARLY BAG|G.|FANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS 3.|FMEASURED SEDIMENT BUILD UPEXCEEDS 2UY6DFTHE PIPE DIAMETER. THE SYSTEM SHALL BECLEANED VIA AVACUUM TRUCK DRMANUAL METHODS. ��N'O,U402048507 RAMP SOIL TOLIP OF - OVERFLOW STRUQURTE MIN SLOPE 31 BOTTOM OF B|ORETENT|ON BASIN FABRIC OREQUIVALENT. TDBE2'VV|DE CENTERED ON UNDERDRA|N ,'10 15" HDPE NOTES 1.24"B0F|LTERMEDIA DEPTH SHALL BETHE MINIMUM DEPTH AFTER ASETTLING PERIOD 0FTHREE DAYS. SIZING CALCULATION: DRAINAGE AREA =O.84ACRES R"=O.72 MANAGED TURF: O.27ACRES To4=2.1Q5CF IMPERVIOUS: O,3UACRES PERMEABLE PAVEMENT: 0.27ACRES DESIGN STORAGE DEPTH: (2'X02S)+(2.5'X0.4)+U.50POND|NG=2' SURFACE AREA REQUIRED: T(v)/DESIGN STORAGE DEPTH ->2.105/2'=1'0A7SF SURFACE AREA PROVIDED: 1.18OSF BTORETENTTON FACILITY 4 DETAIL (LEVEL 1) NO SCALE VVBRELEV. STEEL PLATE (14 GAUGE) `�"������,� ,rvra/un��c5.00 INV 440.00 WEIR PLATE SECTION 10YEARVVSE 443.10 T7 ��1YEARVVSE --441.66 - ELEV. 440.00 h��|�� ������ |�J ��n ��y��� STORAGE ���T�P� _ ���P� � xv�_/"�/ ���./�_"n���� ��mu ��/��/^�^���_��/��/�_mv ��vvwu�� No Scale DETENTION SYSTEM INSPECTION/MAINTENANCE SCHEDULE 1.INSPECT PIPE SYSTEM BOTH UPSTREAM AND DOWNSTREAM C>FTHE WEIR PLATE CONTROL STRUCTURE FOR SEDIMENT BUILD UPDNAYEARLY BASIS. 2.INSPECT WEIR PLATE CONTROL STRUCTURE FOR CLOGGED ORIFICES ONA YEARLY BAG|G.|FANY CONTROL ORIFICES ARE CLOGGED REMOVE DEBRIS 3.|FMEASURED SEDIMENT BUILD UPEXCEEDS 2UY6DFTHE PIPE DIAMETER. THE SYSTEM SHALL BECLEANED VIA AVACUUM TRUCK DRMANUAL METHODS. ��N'O,U402048507 CN Lu LL Lu 0 ju uj Ln X uj III LLJ IIIIIv IlIIv IIIIfIIIIIIIIIIlIII Ilk It, ISCALE 1 "=50' IIle, IllIsIIilIIfIIII0 50' 100, IIIiIIIIIIIifIIIIIIIIIILEGEND IIIlII(y) III00 IRUNOFF 0 AREA VIII(SF) z II< IIIlICOEFF. IIIIIIIIIIIII INUMBER IIIIlIIx IIIiIIIIDRAINAGE DIVIDE IIIIIr IIIIIiIIIfIfIIflllIIIIIIIIIsIIIIII00"' IIIIfIIIfI21) IIIIIIIIIIIII\4% elIIr I7 IIIIIIfIIIII".67 IIIIIIIIIf1447— III!�e bU2 III3 0 2 f0. 0 7 �0" 9 r IIIIIIII604 IIIIAC ,U.b/ IfIIIIIlk lt IIIIf II4 IIIIIIIIfII44�9 I0,05 u IO�(( IiIII322 IfitIIIIIIt I IIllIII;f 0.67 IAC IIIIfIIIIIIIIy IIIIfho if I IIlIIIIIIIfIu.0 IIIIIIIII45 lIIIII4,4 1 IIIfIIII'4, IIIIIIllIIIIA If IIIIfIIu ell0 44 7 Iv fIIIIII0. 0 3 till IIIIIIIllIIII126 IifIII).c IIIIio.bg II0�72s 1 !4 to AC 4 IIisII"1413 r I0. 0 lIII> IIIi128 IIIAC IIlIIIIIIrO�4 4 0 9 0) C IIIY IIIIIxx IIIIIIIIIlIis0.09 IIII0,72 IIAC +u IIAC II210 428 IIIIIA1 I If 79 IsIIIIIIAC I3 'A IIU. U.O/ IiIfA 8 �90 IIIIsi­432 426'f IIfIIIif'%IWO IIIT 2 Iwx� IIIII4— lIIIIIIIIu III0.07 IsAC IIIIII7,r IIII4: IIco IIfIsllIA E IIIII'0, 5A 0. 2 IIis IL III6 g II20 r IIr 66 IIco ,0.06 IIIT t"I AC IIIIIIIIIIL IIIo ub IAC IIIsI0 Il0 Ir ------ II4 IIDRAIN IIIII7p IIIIIIIIIII< llIIIz IfIllLu IIIir w IIv IisI< I< r IIIL z I/* IIIlIII< < IIIIIIry IlF II0 IIIcl) IIIIIIIIj IIIIIi 3 IsIIfII4- IIIlIIIo IIfIIIIIIII(D sQ IIII"VIM IIIIIIIIIIIfIIlII(AREA RUNOFF (S ) Co FTE)FF IIIellIIIIfIIIfIIIIIIIIIIII-POST-bEV'ELOPED DRAINAGE MAP IIllIIIIII 0, W J, KUPARSI Lic. Njo, 0402048507 AL E 0 r'4 w = 0 E E ui Lu U. LL uj 0 cc� Lu r— < op LL_ LU u Lu z 0 x 0 u- F- ur) c� u < c: Ln uj o 0 00 _j U) C) Lu ui 0 0 W uj u uj < F - z 0 0 p__q 0 'o ell L_ DATE 03-26-2018 DRAWN BY 1. STUMPF DESIGNED BY 1. STUMPF C. SHIFFLETT SCALE 1 11=50' uj 0 0� CL 37 p__q Lu U) �e u uj v u u uJ > U-1 < proffl We 40241 SHEET NO. C6.04 0 0 CL (n CL r- 0 2 0 -0 0- 0 (D U) 0 0 F- E U) c 0- 0 0 ry U) Z 0 (1) 2 L 15; x 0 0 CL U) M X c (1) 0 cu 0 E 0 -a -0 0 c� (n 0 w — co U -0 co <n 0 0 0 CL a) U) a) E INV IN 4 EXIST. MANHOLE 00 11+00 9+5SSWR+LAUNDRY — 20. HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 v v a N co co 0 N Lo N r> 0 0 0 a INV I INV OL MANHOLE MANHOLE ;.2) K.8") 9+50 10+00 11+00 12+00 13+00 14+00 15+00 S S W R K E S W I C K HALL - EX . 2 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 415 EXIST. I GRADE ,,-45 BEND CONNECT TO LAUNDRY MAINTENANC BUILDING 1' CLR (MIN), TE' SIZE A A40 3.5' CLR (MIN) INV It INV OL BLDG -10 20.25' OF 4" PVC @ 2.00% 10-GT.2 7.95' OF 4" PVC @ 2.00% CLEANOUT 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 SSWR RESTAURANT - 3 1' CLR (MIN) 8X8 TS&V 11.25° BEND 9+50 10+00 11+00 12+00 PROFILEo14+00 LAUNDRY BUILDING WATERLINE R L I N E HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 44U 4251 4101 465 460 455 450 1435 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 GRADE (FOR INFORMATION ONLY, SUBJECT TO CHANGE) ! L i 3.5' C (MIN) I' S"n' a va TIE TO EX. f DIP AT CAP 6 R yam., ,. ,.. t` 7 I »� �p STA 6''4fd • y. F 3 2 jai LGG ANU E r i di' EtE! s 1.5- dLR (MIN)\ E E 45° BEND 11.250+450 N BEND 14+50 9+50 10+00 11+00 12+00 13+00 14+00 8 INCH DIP WATERLINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 4501 4451 8X8TS&V I 14+50 0 5 PROFILE SCALE ` CF.1'xt(3w J. �t.D"%A RF;R,I 111c. Nx lc040 048507 . 312611 b ; M E O 0 N V N � C Q O > E W QJ E Lu Q WO LL uj O M aQ J V 00 -j Lu o N O) CJW ©� Z_ 3:oU,Q DQ (jT LL �. U-) _ N = V > �- Q Lrl c u' 0 4-J N oL 00 J C) w � H z O CL U Lu 0 z O Lu ry DATE 03-26-2018 DRAWN BY J. STUMPF DESIGNED BY 1. STUMPF CHECKED BY C. SHIFFLETT as' W W ° 1� 0 U 1-7 C v n s 3 n n sa CLW O ° W z Q (D H w z> u� z = CIS �- p OU° zw�� 0Z)� H 7 0� no U-1 CL m v z < 2i c > t= co °�- 0 E ° 0U) /P a U =)\i O Z v) O N Q x v o 0 CL o Q n � U N U N o N U tn (D = � o W E� U � �70 o-0 JOB NO. 0 c cn � o 40241 U_ SHEET NO. M o n_ 07.00 w s -a n QU) :D Z3 0 -0 ry 0 (D CL U) z cu 0 0 C >, F- M — E —0 CL 0 :D U 0 c: w a) 0 Z 0 0 CL 'N cts CU U m 0 (n c) E 0 0) c a) 0 O U) U) O U U) U) rZ 0 0 -a OE 9+50 10+00 11+00 12+00 13+00 14+00 STR424-SWM 1 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 v v 17+00 HORIZ SCALE: 1 "=50' 432: 15" Basin - Circular Grate CD O O (D L TOP 443.50 L co :3 0)U 0 `= L _ O U _ O L O 0 i U U 07 mL O U ry Co O U M C*) O Q r �M C 0 C Co N O N °0 O 0 r` C: 00 d (Lo NO Cl? •tn Lr) IT �Od Cz0,0) [Q�In (~Ooo d' mC,-r'-O Co CN0��0 d Cor �r (37 � � r N Co Opp �-- - + 00 f — c) t Cfl I— - r`M + f �. M �I �C` IT "T 0> O Ntd�Z_ O Ned Z O aZ Z a o l- 0> > o i¢- 0> > o l- 0 Z z z z rI—O enL,Z Z �L-Z z chcnf— _ _ (n I 455 E , E PROP. E i f E GRADE i 450 f f I E f, E -- E 445 n_snen..� w_ m_. eann.e = E f I E p : £ E E 440 € E E 309 E 62.09' OF E 307 15" HDPE 50.62' OF @ 4.00% 15" HDPE @ 4.00% i E 30 9+50 10+00 305 1 I 102.68' OF 15" HDPE. @ 3.75% s 303 44.81' OF 15" HDPE @ 5.00% 11+00 12+00 STR310-STR302 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 EXIST. GRADE 455 440 435 13+00 13+50 15+00 436: 6 " Cleanout STA 10+00.00 TOP 444.44 INV OUT 440.77 (435) 16+00 17+00 HORIZ SCALE: 1 "=50' 432: 15" Basin - Circular Grate 402: 30" Basin - Circular Grate STA 10+45.91 STA 10+31.22 TOP 443.50 TOP 420.53 °00o r Lo rl- Lo INV IN 440.05 (433) VERT SCALE: 1 "=5 00 N Lo Lo "I INV IN 439.83 (437) C7 o �* `� Z) INV OUT 439.95 (431) m ZZ O O .N.. .0. .N.. O M (D �= r= dO.�OZ Z Z 430 E I C _ Lo d- Co O Lo �o m Co 0 CV O 'm cA m N CD O 0 t- r" N CD r d• � v aV +�� _ �r ���zz +0 p r Ct Z O o p» > Co�t�0 > vU)-zz z a. ,CoF-z Z f 455 450 i 450 PROP. EXIST. E GRADE I � [ E f 445 a n m. eb��m E _ � 445 f E GRADE 435 14.24' OF 8" HDPE [ @ 1.00% 435 433 31.67' OF 431 12" HDPE 51.94' OF @ 1.50% 12" HDPE 4in @ 7.10% 16.00 18+00 18+50 415 415 403 31.26' O F 15' -HDPE @ 0,58% 410 401 E 410 1 7.68' OF 5" HDPE E(o) 0.50% 405 9+50 10+00 11+00 Lo HORIZ SCALE: 1 "=50' �o X 402: 30" Basin - Circular Grate HORIZ SCALE: 1 "=50' STA 10+31.22 w °O TOP 420.53 °00o r Lo rl- Lo INV IN 415.82 (403) VERT SCALE: 1 "=5 00 N Lo Lo "I INV OUT 415.82 (401) = o �* `� Z) U �r'IT ZZ O .N.. .0. .N.. O M (D 420 w�d nm dO.�OZ Z Z 430 E 435 435 430 room't��� 445 INV IN 459.81 (447) EXIST. Z Z 0 aV E GRADE Of -O>>>> Z 1 f � 2 r d �Jfn�ZZZ 425 425 d f N 00 � PROP. [ a- _j LU H -v 420: 12" Basin - Circular Grate s= r00 Lo 430 GRADE Lo f U00 420 420 SWM 1 m N Q � N rn m 0) r, Lo � �— TOP 452.21 120 LF 66" CMP z N mOr- 00 INV. BOTTOM: 416.00 o N 'i - 16.00 18+00 18+50 415 415 403 31.26' O F 15' -HDPE @ 0,58% 410 401 E 410 1 7.68' OF 5" HDPE E(o) 0.50% 405 9+50 10+00 11+00 EXIST. GRADE —� 440 PROP. GRADE —� 445 440 SANITARY PIPE (10-3) 0 3 430 5 e �� � -�T _..._.....w � � e...en.�.d 425 r 427 425 35.90' OF 35.90' OF 15" HDPE 15" HDPE @ 1.00% I @ 1.00% 15 1i 415 9+50 10+00 11+00 11+50 VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' L HORIZ SCALE: 1 "=50' PROP. U VERT SCALE: 1"=5 N N to 435 VERT SCALE: 1 "=5 430— L O 425 U � 8" HDPE .N.. .0. .N.. O M (D 420 w�d nm r IT Lo � N 435 415 435 435 TOP 465.92 room't��� 445 INV IN 459.81 (447) rr"rZ Z Z 0 aV L Of -O>>>> Z 1 f � 2 r d �Jfn�ZZZ U d L - M N 00 � a- _j LU H -v 420: 12" Basin - Circular Grate s= r00 Lo 430 :3 Lo Q� O U00 STA 11+24.07 m N Q � N rn m 0) r, Lo � �— TOP 452.21 N 0 z N mOr- 00 U) mLo-tr- o N 'i - q +CY)= i0+o�q i - z o<a--- INV IN 445.09(439) Or V O r r b. Z 0 O �F'— ��Oz z z INV OUT 444.99(419) 0z Q q CL C14 - vcn�—z z 445 465 STA 10+00.009 C) 0')TOP EXIST. GRADE —� 440 PROP. GRADE —� 445 440 SANITARY PIPE (10-3) 0 3 430 5 e �� � -�T _..._.....w � � e...en.�.d 425 r 427 425 35.90' OF 35.90' OF 15" HDPE 15" HDPE @ 1.00% I @ 1.00% 15 1i 415 9+50 10+00 11+00 11+50 450 VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' 440 HORIZ SCALE: 1 "=50' PROP. U VERT SCALE: 1"=5 N N to 435 VERT SCALE: 1 "=5 430— 430 8" HDPE E 425 11.08' OF 12" HDPE 8" HDPE @ 5.44% (D 420 w�d nm CID 435 415 435 435 TOP 465.92 445 445 INV IN 459.81 (447) d ( E aV L INV OUT 451.79 (445) 0 3 1 f � 2 r d U CT U d L - M Q J 00 a- _j LU H -v 420: 12" Basin - Circular Grate s= r00 Lo 430 430 430 Q� O CD STA 11+24.07 m N + � N rn m 0) r, Lo � �— TOP 452.21 z 3: o rr�1 O N0vz INV IN 445.09(421) CU r ��pz pa z o<a--- INV IN 445.09(439) U � (n = N �F'— ��Oz z z INV OUT 444.99(419) U Q - 438: 6 " Cleanout rn 465 465 STA 10+00.009 C) 0')TOP 0 L7 M 444.49 Co m � a d O INV OUT 440.82 (437) Cn Lo +o �D E kO F- r r v z_ Z_ O EXIST. m Q 0 > > > CK - GRADE ,a. U) z Z Z 450 450 460 m mA� mm� 460 t PROP. EXIST. i GRADE GRADE E 445 GRADE E 4451 455 E 455 450 9+50 10+00 11+00 11+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 STR438-STR432 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 445 CN.�. 0 Co 0 Co CD O O CD O CD �o C/)Oz 0) U ~ U N O N I Co C 00 ;1 - Co � O r N i0 ICU +C , b �— rr�tz_zZo oho>>>z > :r cn i— —Z z EXIST. VERT SCALE: 1"=5 437—/ 440 1 441—' SANITARY PROP. U 18.20'0F N N to 435 92.47' OF - PIPE (9-8) 430— 430 8" HDPE E 425 11.08' OF 12" HDPE 8" HDPE @ 5.44% a i 420 w�d nm @ 1.50% 435 415 435 435 TOP 465.92 445 445 INV IN 459.81 (447) d ( E INV IN 461.38 (449) 439 INV OUT 451.79 (445) 0 3 1 f 475 LL LU0 31.60' OF U E 12" HDPE Q J 00 a- _j LU H @ 1.00% 430 430 430 Q� O 440 [ 440 9+50 10+00 11+00 11+50 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 STR438-STR432 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 9+50 10+00 11+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 12+00 445 CN.�. 0 Co 0 Co CD O O CD O CD �o C/)Oz 0) U ~ U N O N I Co C 00 ;1 - Co � O r N i0 ICU +C , b �— rr�tz_zZo oho>>>z > :r cn i— —Z z EXIST. VERT SCALE: 1"=5 GRADE 440 440 PROP. U GRADE N N to 435 435 430— 430 425 42ge 425 11.08' OF a 8" HDPE @ 2.00% a i 420 w�d nm a 420 415 415 D 0 (DF- TOP 465.92 9+50 10+00 10+50 STR430-STR408 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 O O V U N N to U �f U � Op 0 - 40moco, 446: 12" Basin - Circular Grate Co t STA 10+31.10 D 0 (DF- TOP 465.92 C) Q a- > INV IN 459.81 (447) d � 0 z INV IN 461.38 (449) INV OUT 451.79 (445) 0 3 475 70.v PROP. GRADE 449- EXIST. 31.10' OF GRADE 12" HDPE @ 1.50% 450 470 450 445 9+50 10+00 11+00 STR450-STR446 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 507 0 5 PROFILE SCALE k CRIVIRi , J 11C9F R$YT Ue. Noe 04 0,2048507 vi O D H- 0 w W = w V � Q Z p O > DATE O >- 03-26-2018 DRAWN BY J. STUMPF DESIGNED BY 0 J. STUMPF CHECKED BY . C. SHIFFLETT . SCALE • N/A � T T W `W I 0 C) 11 T W 0 z L_J oC H I-1 LL 0 U W oJ� Q ~� W z 0 E- m 0 .jC)J T uV V 1 W JOB NO, 40241 SHEET NO. C7.02 5O -00, 00 z a� 0 -0 O m E o � w 0- oD O O 1= z� O� 2 n x 0 0 0 0 0 n o a' U � N U N O a� u tU 0 L (U 0 E� s= U CII O (0 •U 0 _ V)o � U O M E O O V N N to G < O > E tlJ 12 W pi Q W 0 3 LL LU0 U Q J 00 a- _j LU H Q� O LU C7N z� �4 z 3: o x N L4L I— pa �� a (n = N U Q - V) Crn W �oN 0 L7 M z a d O 00 J kO F- H W CK - vi O D H- 0 w W = w V � Q Z p O > DATE O >- 03-26-2018 DRAWN BY J. STUMPF DESIGNED BY 0 J. STUMPF CHECKED BY . C. SHIFFLETT . SCALE • N/A � T T W `W I 0 C) 11 T W 0 z L_J oC H I-1 LL 0 U W oJ� Q ~� W z 0 E- m 0 .jC)J T uV V 1 W JOB NO, 40241 SHEET NO. C7.02 5O -00, 00 z a� 0 -0 O m E o � w 0- oD O O 1= z� O� 2 n x 0 0 0 0 0 n o a' U � N U N O a� u tU 0 L (U 0 E� s= U CII O (0 •U 0 _ V)o � U O 00- (D :D L) =O 70 rK 0 (D CL CO z 0 0 E —0 -0 C (D (n c 0- 0 :) 0 0 ry U) Z U) 0 9) CL x o 0 CL.0 0 SU V O -0 0) c 0 (n 0 U) co -0 E U) c0 U) a 66 cd 0 N N InU O i y� 0 } a 0 0 / 4- a� Vi m 0 / n U .N Q) 0 / Q) CL -- U N O n N O 0 co t� FA MATERIALS LEGEND PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES (� �!J ASPHALT - VEHICULAR -- _ SEE CIVIL DWGS FOR NOTES & DETAILS GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST O3 GRANITE CURB - VEHICULAR, MOUNTABLE THERMAL 8/1-2.00 VIRGINIA MIST PERMEABLE PAVERS - VEHICULAR TBD 9/L2.00 PAVER SIZE & COLOR TBD CONCRETE - PEDESTRIAN MEDIUM SAND BLAST 1 /1-2.00 INTEGRAL COLOR TBD STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD (� STONE PAVERS ON AGGREGATE TBD 4/1-2.00 PAVER SIZE & COLOR TBD BRICK PAVERS TBD 6/1-2.00 PAVER SIZE & COLOR TBD F CRUSHED STONE -- 2/1-2 00 #10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER WALLS, STEPS, BRIDGES SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES 0 CONCRETE STAIRS MEDIUM SAND 2/1-2.01 INTEGRAL COLOR TBD BLAST @) SOLID STONE STAIRS THERMAL 3/1-2.01 STONE TBD STONE RETAINING WALL SPLIT FACE, 1 /1-2.01 STONE TBD THERMAL CAP TIMBER BRIDGE TBD L2.05 SPECIES TBD STONE ENTRY MONUMENT TBD L2.07 STONE TBD F HANDRAIL TBD 2/1-2.06 STEEL RAIL. STEEL / FINISH TBD -� BALUSTRADE - STEEL TBD 1 /1-2.06 STEEL RAIL. STEEL / FINISH T,B /,)/ �1 „ NOTE EE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. 0 25' 50' 100' 6%mmm 0 NELSON BY R Dm.w 001 WOLTZ LA N D SC 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS KEY PLAN DATE: MARCH 26, 2018 SCALE: V = 50'-0" DRAWING NUMBER Ll 000 NOTE: 1. SEE MATERIALS SCHEDULE, SHEET 1-1.00 / / -p �T to U o )PLANTER L � I _. , ,co \V tJ LLJ t 1 r -' , , NELSON B Y R D0 a 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 03.26.18 SITE PLAN PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L 1. 10 / i / / -p �T to U o )PLANTER L � I _. , ,co \V tJ LLJ t 1 r -' , , NELSON B Y R D0 a 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 03.26.18 SITE PLAN PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L 1. 10 NELSON BY RDNo No, WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L 1.20 0��` ' '1'1� - ----- ---- NOTE: 1. SEE MATERIALS SCHEDULE, SHEET 1-1.00 NELSON No BYR D 0m, 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: I " = 20'-0" DRAWING NUMBER L 1.30 V, NOTE: 1. SEE MATERIALS SCHEDULE, SHEET 1-1.00 NELSON No BYR D 0m, 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: I " = 20'-0" DRAWING NUMBER L 1.30 NOTE: 1. SEE MATERIALS SCHEDULE, SHEET 1-1.00 co l N NELSON BY RDmm mm WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www,nbwla,com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L 1,040 NOTE: 1. SEE MATERIALS SCHEDULE, SHEET L1.00 0-01 Q c0 O N C'7 (V U U `2 3 Uj LO 0 0 LO i v 0 V)i 0 Q U i 0 '� 0 r 4- U W 0 L- n n N 0 0 00 i V/ 0 10' 20' 40' MMM� 0 NELSON BY R D Ono WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO,: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER Ll,o50 Q N O N cY7 N i U 0 0 a V� .5 a) 0 0 V) 0 0 cli J i N -f- a� Vi c� 0 Q a� 0 i 'I 0 r 0 0 U N 0 O_ E CONCRETE PAVEMENT - PEDESTRIAN SCALE: I"= 1 NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN. CONCRETE WITH LIGHT BROOM FINISH 8" 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 ALUMINUM EDGE RESTRAINT AT PAVER EDGE 2" BLUE STONE PAVER, THERMAL FINISH HAND TIGHT, SANDSWEPT JOINTS FILTER FABRIC SAND SETTING BED COMPACTED AGGREGATE, VDOT #21 A EXTREND 6" PAST PAVERS COMPACTED SUBGRADE 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE 1/8''. MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE. 3. BRUSH JOINTS WITH SAND AND COMPACT PAVERS. 4. FOLLOW DIRECTIONS FOR EDGE RESTRAINT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. SEE DETAIL L9/5.00 4 STONE PAVERS ON AGGREGATE 1_2.00 SCALE: 1" = l'-0" N 0 co /"7� GRANITE CURB N L2.00 SCALE: 1" = 1'-0" i z PAVEMENT VARIES SEE MATERIALS PLAN 6" X 18" GRANITE CURB 1/2 " R ON EXPOSED CORNERS PAVEMENT VARIES SEE MATERIALS PLANS AGGREGATE MORTAR SETTING BED CONCRETE FOOTING COMPACTED SUBGRADE NOTE: 1. GRANITE CURB IN 6' OR 8' EVEN LENGTHS AVERAGE FOR STRAIGHT RUNS, 2' LENGTHS ON CURVES. 2. SPLIT FACE ON EXPOSED VERTICAL FACES, HONED TOP, SAW CUT HEAD JOINTS 2 CRUSHED STONE PAVEMENT L2.00 SCALE: I"= l'-0" 2" SEE PLAN N 71 d !/ X aA r x x rLi--�' - i i— III ill—III- 5 STONE PAVERS ON SLAB L2.00 SCALE: 1" = 1'-0" COMPACTED #10 HONEY CRUSHED QUARTZITE, PLACED IN (2) 1" LIFTS FILTER FABRIC 41'X5" BLACK STEEL EDGING FLUSH WITH FINISHED GRADE LAWN COMPACTED AGGREGATE VDOT #21 A 15" TAPERED STEEL ANCHORING STAKES AT 32" O.C. COMPACTED SUBGRADE MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS STONE PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" SAND SETTING BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE PAVEMENT VARIES SEE MATERIALS PLAN 6" X 18" GRANITE CURB 1/2 " R ON EXPOSED CORNERS PAVEMENT VARIES SEE MATERIALS PLANS AGGREGATE MORTAR SETTING BED CONCRETE FOOTING COMPACTED SUBGRADE NOTE: 1. GRANITE CURB IN 6' OR 8' EVEN LENGTHS AVERAGE FOR STRAIGHT RUNS, 2' LENGTHS ON CURVES. 2. SPLIT FACE ON EXPOSED VERTICAL FACES, HONED TOP, SAW CUT HEAD JOINTS 8 MOUNTABLE GRANITE CURB L2.00 SCALE: 1" = 1'-0" ADJ EXISTING GRADE OR PLANTING BED 3 STEEL EDGING L2.00 SCALE: 1" = 1'-0" N 6 01 4'X5" BLACK STEEL EDGING W/ 1-"X15" STL STAKES @ 18" OC, 8" OVERLAP OF SEGMENTS Z CRUSHED STONE �L2.00 PAVING NOTE: SUBMIT SAMPLE OF STEEL EDGING TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE a". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE K*_�6BRICK PAVERS ON SLAB L2.00 SCALE: 1" = 1'-0" 9 PERMEABLE PAVERS 1_2.00 SCALE: 1" = l'-0" MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS BRICK PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" SAND SETTING BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE ADJ. PAVING VARIES, SEE MATERIALS PLANS HEAVY-DUTY ALUMINUM PAVER RESTRAINT, 24'X2 4'X 16" ANGLE, OR SIM PER MFTR, SECURED WITH 12"X2" SPIRAL SS SPIKES @ 12" OC, PERMALOC OR EQ. MANUFACTURER 4" 0 PERFORATED PVC OVER DRAIN PIPE SEE CIVIL DRAWINGS #8 AGGREGATE IN OPENINGS, TYP, PERMEABLE PAVERS, SEE MATERIALS PLANS FOR PATTERN, SIZE, AND FINISH WASHED FRACTURED OPEN GRADED STONE, #89 AGGREGATE FILTER FABRIC 3/4 " WASHED FRACTURED OPEN GRADED STONE, #57 AGGREGATE 1-1 /2 - 3" WASHED FRACTURED OPEN GRADED STONE, #2 AGGREGATE SEE CIVIL DRAWINGS FOR DEPTH OF BASE RESERVOIR COMPACTED SUBGRADE NELSON BY RDsm ME WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESW IC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,000 _ __ III III III— IIIIIIII�II111111II�I_ II I I I III; III =III _II II i I �-1 I I I I I! I I I I I_II_I III III III III _ I I I I I I I I1 I I I I I I I I I I I ___ 3 STEEL EDGING L2.00 SCALE: 1" = 1'-0" N 6 01 4'X5" BLACK STEEL EDGING W/ 1-"X15" STL STAKES @ 18" OC, 8" OVERLAP OF SEGMENTS Z CRUSHED STONE �L2.00 PAVING NOTE: SUBMIT SAMPLE OF STEEL EDGING TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE a". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE K*_�6BRICK PAVERS ON SLAB L2.00 SCALE: 1" = 1'-0" 9 PERMEABLE PAVERS 1_2.00 SCALE: 1" = l'-0" MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS BRICK PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" SAND SETTING BED REINFORCED CONCRETE SLAB COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE ADJ. PAVING VARIES, SEE MATERIALS PLANS HEAVY-DUTY ALUMINUM PAVER RESTRAINT, 24'X2 4'X 16" ANGLE, OR SIM PER MFTR, SECURED WITH 12"X2" SPIRAL SS SPIKES @ 12" OC, PERMALOC OR EQ. MANUFACTURER 4" 0 PERFORATED PVC OVER DRAIN PIPE SEE CIVIL DRAWINGS #8 AGGREGATE IN OPENINGS, TYP, PERMEABLE PAVERS, SEE MATERIALS PLANS FOR PATTERN, SIZE, AND FINISH WASHED FRACTURED OPEN GRADED STONE, #89 AGGREGATE FILTER FABRIC 3/4 " WASHED FRACTURED OPEN GRADED STONE, #57 AGGREGATE 1-1 /2 - 3" WASHED FRACTURED OPEN GRADED STONE, #2 AGGREGATE SEE CIVIL DRAWINGS FOR DEPTH OF BASE RESERVOIR COMPACTED SUBGRADE NELSON BY RDsm ME WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESW IC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,000 �Q U-1 n Q�O Q z C) (D CD ry w � = w LU V) ,- / /i ,. ,- r-III—III - _ III III � !` III III III. -III �h•. ./�4 .�. III— , :! •. � ...,. f..� i n I I I __-.III. "TYP' 1 % WASH,, 1 I I—III III S I I-III=1 I I III III—III -III -I I I- - STONE RETAINING WALL SCALE: 3/4" = 1'-0" 8" SOLID BLUESTONE CAP, 36" LENGTHS OR AS NOTED IN PLAN, THERMAL FINISH, EASE ALL EXPOSED EDGES 6" SPLIT -FACE STONE VENEER 1/2'' MORTAR JOINT MIN 1/2'' MORTAR SETTING BED REINFORCED CONCRETE FOOTING ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS 1/2'' EXPANSION JOINT CONCRETE WITH LIGHT BROOM FINISH R 1/2 " AT NOSING ° c 1'-0" TYP 2 CONCRETE STAIR DETAIL 1_2.01 SCALE: 1" = 1'-0" 1/2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR b d I—it ��' .11 iii -,I-- n f-r/Nk 1r- /-/-%1 I IA A K I TV DC A 077 -NAIL /^!"MIA Atmel TV DI- A 4 STONE ENTRY MONUMENTS 1_2.01 SCALE: 1/4" = 1'-0" Q 10 N C'7 CD C7 N C7 N U I 3 a� 0 a� 0 N J -r- a� 0 V) i 0 0 Q U i v 0 0 n U N O n N 0 1-11b 0 CO L7 `A 12'-0" MIN. 12'-0" MIN. 1 % WASH _ "TYP' 1 % WASH,, ° ° IIIIII—III—III III I11-111-= a ir�° ° '�t �� � �UJ� •� � � �- � - ° II —III — .--.c `— ., , ) I-� :_.f ____._IIII � -, ,( .� _ 7,_ • � liV�;- n r - < - III---- - -III --III -III--- III IIII—I I—III-1 I I I I 1 1 1 11 - IIiIIIII II 11 i REINFORCED CONCRETE J 2 CONCRETE STAIR DETAIL 1_2.01 SCALE: 1" = 1'-0" 1/2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR b d I—it ��' .11 iii -,I-- n f-r/Nk 1r- /-/-%1 I IA A K I TV DC A 077 -NAIL /^!"MIA Atmel TV DI- A 4 STONE ENTRY MONUMENTS 1_2.01 SCALE: 1/4" = 1'-0" Q 10 N C'7 CD C7 N C7 N U I 3 a� 0 a� 0 N J -r- a� 0 V) i 0 0 Q U i v 0 0 n U N O n N 0 1-11b 0 CO L7 `A 12'-0" MIN. 12'-0" MIN. —IIII II�—III-1ili11II III; ili I �,a�_ II --_I I 1=III III III ,III III III I I I—_ I -- I I__ I_I_ I I -I- I I -I -III III ill IIII I I— '=1�1-III =til=Ili=1II III IIi�11I I' I S I IIII I I I I I ::;:III ('3'SOLID STONE STAIR DETAIL L2.01 SCALE: 1" = 1'-0" ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS SOLID 6" STONE TREAD, THERMAL FINISH ON TREAD AND RISERS, LENGTH TBD V MORTAR SETTING BED REINFORCED CONCRETE FOOTING 1/2" DIA X 6" S.S. DOWELS (2 PER TREAD) 2" EXPANSION JOINT, TYP. an COMPACTED AGGREGATE COMPACTED SUBGRADE NELSON B Y R DMIN. an WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESW IC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN 1 PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2.01 1 % WASH,, ° IIIIII—III—III III r < -I - III---- - -III --III -III--- III IIII—I I—III-1 I I I I 1 1 1 11 —IIII II�—III-1ili11II III; ili I �,a�_ II --_I I 1=III III III ,III III III I I I—_ I -- I I__ I_I_ I I -I- I I -I -III III ill IIII I I— '=1�1-III =til=Ili=1II III IIi�11I I' I S I IIII I I I I I ::;:III ('3'SOLID STONE STAIR DETAIL L2.01 SCALE: 1" = 1'-0" ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS SOLID 6" STONE TREAD, THERMAL FINISH ON TREAD AND RISERS, LENGTH TBD V MORTAR SETTING BED REINFORCED CONCRETE FOOTING 1/2" DIA X 6" S.S. DOWELS (2 PER TREAD) 2" EXPANSION JOINT, TYP. an COMPACTED AGGREGATE COMPACTED SUBGRADE NELSON B Y R DMIN. an WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESW IC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN 1 PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2.01 CATALOG NUMBER LOGIC Exampic CD -V8 LED e23 SAP Material Blank Aluminum 8 Brass Series oCD-VB Core:Draj Vertical.BrickStar- Source LED 'V Technology with Integral Driver LEO, Type e22 8WLE10K .24 k�wublii(�d o26 SwLED18lue e23 8WLED/4K e25 SWLED/Green, *27 8WLED/Amber Finish- Atumirsurn finish Brass Faceplate$ Also OVOilabl, A7 Premium Firishes See submidall SUB- 743,9-00 KESWICK HALL TYPE: L� 7: CATALOG. NUMBER. NOTM� 07-F LM79 DATA Satin Powder Coat Color Satin Wrinkle a'o'z' AZIP a I zw Black 6LP Bi,.. whtte (Glois) WHIP WNW Aluminum SAP 50,000 623 VEA j Also OVOilabl, A7 Premium Firishes See submidall SUB- 743,9-00 KESWICK HALL TYPE: L� 7: CATALOG. NUMBER. NOTM� 07-F LM79 DATA Satin nique" Pol. _Mrr _j Also OVOilabl, A7 Premium Firishes See submidall SUB- 743,9-00 KESWICK HALL TYPE: L� 7: CATALOG. NUMBER. NOTM� 07-F LM79 DATA Satin L70 DATA ... Bronze Inpult Watts Minimum Rated Life (hrs.� SK No. OCT rryp�) �Oyp.) CAI (Typ.) 70% of Initial lumens (1.7o) e22 3,100K 80 50,000 623 4190K, �66 coat or handcrafted metal finish. e24 Red (627fim) 7_J4 - 0,00 e25 Green (530nm) 84 - 50,000 e26 Blue (470rim) 8A 50,00() e 1 27 Amber (SWnrn) 7�9 50,000 NMAP' EL 2, G' LIGHT11M G4 Srir�ls%gd' Drive Madera' CA 9363E: - U 4 29 5,59 3 F ISA 5800 AX 559,438ZP00 wwwhkt!nhfir1o.nnm - infnahkfiahtiric,corn SUBMITTAL DATE 422-10 DRAWINd NUMBER SUBOO,1025 _E ORTO MANUFACTURE, USE ORSELL AN,,TWNG IT MAY DESCRtisc Ti­P�MWflM(­NTC0WAiPISPROPRtFTARY INFORNWIONOF INC At4Dr'-'RFCCtPTORPOSSf5SIO,'4DOE5 NOTCONVEY ANYKHTSTO REPRODUCE, NKLOI SCALE: NTS GU 10 Line Voltage MR 16 CATALOG NUMBER LOGIC E] [q]U E6 ] gP] Example: 8 - CDSQ GU 162 MIT 1 Material Blank Aluminum 8 Brass Series CDSQ Core Drill Square Step Star" Optics GUI GUIO Line Voltage MR16 Lamp 0 Byothers 162 (25W)� 25' Narrow Flood 163 (35W), 25* Narrow Flood 164 (50W), 25' Narrow Flood Finish ---- — Aluminum & Brass Finish Brass Machined MAC Polished POL , Mitique- MIT Powder Coat Color Satin WrInk ... Bronze . .. .. .. ........... BZP BZW Black . BLP BLW ------------------- - ... .... White (G105s) . ....................... WHIP . . 1 WHW Aluminum SAP coat or handcrafted metal finish. - -------------- Verde i - - — i VER Also available in Premium Finishes i F- ------ - - --- See submittal SUB- 7439-00 forPremiurn Finishe5 0- 10 to c6 FD C'4 C_ LAMP DATA 14101'am faitlg�� ��4 >_ U BK No. Lamp Watts Description Rated Life (hrs.) Center Beam Candlepower Beam Angle Beam Type 162 25 25GU10/NFL25-120V 2,000 345 25' Narrow Flood LL. 163 35 35GU10/NFL25-120V 3,000 480 25' Narrow Flood 164__ 50 50GU10/NFL25-120V 3,000 700 25' Narrow Flood -- LB—K LIGHT11MW PROJECTJ KESWICK HALL TYPE: L-3 CATALOG www.bklighting.com - info@bklighting.corn NUMBER: for slip fit, LAMP(S); THIS DOCUNIENTCONTAIN5 PROPRIETARY)NFOINIATION OF aK LIGHTING, INC, AND ITS RECEIPT OR POSSESSION POES NOT CONVEY ANY RIGHTSTO REPRODUCE, DISCLOSE ITS CONTENT�, OR TO NIANUFACTURf� USF OR SELL /INY7H;NG IT MAY DESCRIBE. REPRODUC-flQ11,01SCLOSUREOR LISENiTHOLITSPECiFICVVRIMNAUTHOR�ZATIONOF a KLIGHTING, NCJS 5TTcCTLYFQR$;DQEN. NOTES: typical visual glare angles. >_ U BK No. Lamp Watts Description Rated Life (hrs.) Center Beam Candlepower Beam Angle Beam Type 162 25 25GU10/NFL25-120V 2,000 345 25' Narrow Flood LL. 163 35 35GU10/NFL25-120V 3,000 480 25' Narrow Flood 164__ 50 50GU10/NFL25-120V 3,000 700 25' Narrow Flood -- SIDEVIEW :2 -1/4, Dial (57mm), 4 A 41 K 13* (76M.1) (44mm). 4 4 41 4 In a Accessories (conaguresepAtcreiy) Remote ciptloris� SPECIFICATIONS GreianSource,11nitiative— Lens finish Metal and packaging cumponefits ate made frorri reryded, Shock resistant, tempered, glass leosi, Is factory adhered to SOrGuard" (Pat. Pend.), a Roft compliant, 15 $ta e mated4h. Manufactured using renewable sqlziranerqy, faceolate. -arid provides hermetically sealed optical chromate -free process cleans and conversion coats ns ufacture�afend of life compartment produtedo' ite,:Refurnabjejornari tojerisure cradle4to;cradle handfbtvq� Packaging contains no polyester powder coating. Brass components are -avail'able chlefolluorocarbons (CFC`4 Use - of , :t , his product may BKSSLI in powder coat orhandcrafted metal, finish, qualily- for GreenSource Aicacyand recycling iebatCs). Integrated scifid state system with'e'technology is scalable Ctm�vjj www,lakfighting, , comilgreensource (or program foefwd upgrade. Worfular ctl�ogn with electrical quick Warranty requirements. disconnects permit. field maintenorim High power, 5 year limited warranty, forward throw solace Compiles with ANSI C78.377 binning materials requirements. Exceeds ENERGY Certification and Listing Ftimished in Copper -Free Aluminum (Type 360) or,Brass requirements. ITI. tested t&]ESNALM-7%. Lighting Facts Registration per (Type 3601� USDOE (wwwlightingfactssorri ETL Listed -ro AN511UL LWOO certified. I non -dimming driver, Minimum. Standard -1838 and UL Standard 13750and Certified to Core Drill 50,000 hour rated =0% ofmitizil 1umens'lL70)_BkS5L: CAN/CSA C22,2 No..9, CSA TIL 9-50� AoHs compliant, Allows for mounting into existing stru tures that will not fethnolo n n gy provides to 9 tife, signiricanterlergy touction SuitatI516 forindloor or outdoor use_ Suitable for ins6itatib' easily'accept a standard box. 2-7/2' dia. hole required for and exceptional thermal management. in combustible materials (Type Non -1Q. Suitable for u5e in 91p.lit. wet locations.,. suitable for installation within 4'of Lhe Optics and Cutoff grovnd. Made in LISA, Body Rectilinear design - provides wide lateral. distribution and Fully machined from solid billet, Unitiody design provides long forward thrm�,- 906ciptical cuicifflor mounding heights Q_ !M ligiiiiiig -and integral heat ty facts enclosed, water -proof wkeway sink for well below pical visual glare angles. USA maximum. component life. Ili!, PempLaw,e, sillcone! 'a Ring Provides waiie-fight "61 , sit'd With hard -coat Transformer Ei"jy sw�'s . "'9"W'd Eud­"k at Me Ui,9,1 siolo 'F­'­ewW (Type Ill) bla<k'ahadize finish for maximum corrosion Forusewithl2VAC Pffi gj�, remote transformer. PmWt— Aql-)� resistance, WIesaither-tight table connector with 5'0,* 18Ga, 2 wire low voltage cable. WIrin TeR n coated, 18AWG, 600V,250'Crate4 and cernfled to Faceplate UL 651standani. Cast construction vilth ma6ined finish,. Countersunk holes provide for flush, hardware mounting (by others),. Hardware Ta in per -resistant, stainless �steel fixture hdrdwarw Moon Ing , � a hardw reby others. 40429 Brickyard Drive -2 Madera, CA 93636 - USA SUBMITTAL DATE DRAWIN�10G 01NUMPER ssq,oambo - FAx 50,436-59DO a Ka' LIGHITHELVEG I '7,u,2"5�" 4-22-10 SUB001025 GU 10 Line Voltage MR 16 FPRojECT']'KESWICK HALL L—TYPE. L-3 FACEPLATE D�� 5" Square 3 5/16" 0 C ji Core Drill Lens Finish Allows for mounting into existing structures that will Heat treated rectilinear lens provides wide lateral StarGuard" (Pat. Pend.), an environmentally friendly not easily accept a standard box. Machined from LB—K LIGHT11MW 40429 Brickyard Drive Madera, CA 93636 USA 559:438.5800 FAX 559A38.5900 SUBMITTAL DATE 7-27-09 DRAWING NUMBER SUB -1485-00 n connector with 5'0' cable, 2-1/2" dia, hole required www.bklighting.com - info@bklighting.corn application of Class 'A' TGIC polyester powder for slip fit, 90' optical cutoff for mounting heights well below THIS DOCUNIENTCONTAIN5 PROPRIETARY)NFOINIATION OF aK LIGHTING, INC, AND ITS RECEIPT OR POSSESSION POES NOT CONVEY ANY RIGHTSTO REPRODUCE, DISCLOSE ITS CONTENT�, OR TO NIANUFACTURf� USF OR SELL /INY7H;NG IT MAY DESCRIBE. REPRODUC-flQ11,01SCLOSUREOR LISENiTHOLITSPECiFICVVRIMNAUTHOR�ZATIONOF a KLIGHTING, NCJS 5TTcCTLYFQR$;DQEN. typical visual glare angles. coat or handcrafted metal finish. Faceplate (3 BK 'STEP STAR'WALL LIGHT LIGHT13' V) co �1_2.03 SCALE: NTS Warranty machined finish. Also available in solid machined cl� 5 year limited warranty. V) GUl 0 base. Nickel alloy contacts and heat resistant, Green mounting, spring loaded, stainless steel lamp retaining clips. Listings V) ETL Listed to ANSI/UL Standard 1838 and UL Subject Lamp Wiring 8750 and Certified to CAN/CSA Standard C22,2 No. 9� n Teflon' coated wire, 18AWG, 60OV, 250' C rated and < U wet locations. Installation For use with 50 watt maximum lamp when installed Type V Ck- n I V T Photo Control -7-efion fs a reqWeted tradem�rk ofDuPonr Gorpomti­. Ln n D Medi m 0 G n C14 0 150S 1-11 60PAR/HIR/WFL/ 00 250S 25OW HPS 2 150H 15OW PMH 1050 INITIAL LUMqy SIDEVIEW :2 -1/4, Dial (57mm), 4 A 41 K 13* (76M.1) (44mm). 4 4 41 4 In a Accessories (conaguresepAtcreiy) Remote ciptloris� SPECIFICATIONS GreianSource,11nitiative— Lens finish Metal and packaging cumponefits ate made frorri reryded, Shock resistant, tempered, glass leosi, Is factory adhered to SOrGuard" (Pat. Pend.), a Roft compliant, 15 $ta e mated4h. Manufactured using renewable sqlziranerqy, faceolate. -arid provides hermetically sealed optical chromate -free process cleans and conversion coats ns ufacture�afend of life compartment produtedo' ite,:Refurnabjejornari tojerisure cradle4to;cradle handfbtvq� Packaging contains no polyester powder coating. Brass components are -avail'able chlefolluorocarbons (CFC`4 Use - of , :t , his product may BKSSLI in powder coat orhandcrafted metal, finish, qualily- for GreenSource Aicacyand recycling iebatCs). Integrated scifid state system with'e'technology is scalable Ctm�vjj www,lakfighting, , comilgreensource (or program foefwd upgrade. Worfular ctl�ogn with electrical quick Warranty requirements. disconnects permit. field maintenorim High power, 5 year limited warranty, forward throw solace Compiles with ANSI C78.377 binning materials requirements. Exceeds ENERGY Certification and Listing Ftimished in Copper -Free Aluminum (Type 360) or,Brass requirements. ITI. tested t&]ESNALM-7%. Lighting Facts Registration per (Type 3601� USDOE (wwwlightingfactssorri ETL Listed -ro AN511UL LWOO certified. I non -dimming driver, Minimum. Standard -1838 and UL Standard 13750and Certified to Core Drill 50,000 hour rated =0% ofmitizil 1umens'lL70)_BkS5L: CAN/CSA C22,2 No..9, CSA TIL 9-50� AoHs compliant, Allows for mounting into existing stru tures that will not fethnolo n n gy provides to 9 tife, signiricanterlergy touction SuitatI516 forindloor or outdoor use_ Suitable for ins6itatib' easily'accept a standard box. 2-7/2' dia. hole required for and exceptional thermal management. in combustible materials (Type Non -1Q. Suitable for u5e in 91p.lit. wet locations.,. suitable for installation within 4'of Lhe Optics and Cutoff grovnd. Made in LISA, Body Rectilinear design - provides wide lateral. distribution and Fully machined from solid billet, Unitiody design provides long forward thrm�,- 906ciptical cuicifflor mounding heights Q_ !M ligiiiiiig -and integral heat ty facts enclosed, water -proof wkeway sink for well below pical visual glare angles. USA maximum. component life. Ili!, PempLaw,e, sillcone! 'a Ring Provides waiie-fight "61 , sit'd With hard -coat Transformer Ei"jy sw�'s . "'9"W'd Eud­"k at Me Ui,9,1 siolo 'F­'­ewW (Type Ill) bla<k'ahadize finish for maximum corrosion Forusewithl2VAC Pffi gj�, remote transformer. PmWt— Aql-)� resistance, WIesaither-tight table connector with 5'0,* 18Ga, 2 wire low voltage cable. WIrin TeR n coated, 18AWG, 600V,250'Crate4 and cernfled to Faceplate UL 651standani. Cast construction vilth ma6ined finish,. Countersunk holes provide for flush, hardware mounting (by others),. Hardware Ta in per -resistant, stainless �steel fixture hdrdwarw Moon Ing , � a hardw reby others. 40429 Brickyard Drive -2 Madera, CA 93636 - USA SUBMITTAL DATE DRAWIN�10G 01NUMPER ssq,oambo - FAx 50,436-59DO a Ka' LIGHITHELVEG I '7,u,2"5�" 4-22-10 SUB001025 GU 10 Line Voltage MR 16 FPRojECT']'KESWICK HALL L—TYPE. L-3 FACEPLATE D�� 5" Square 3 5/16" 0 C ji Core Drill Lens Finish Allows for mounting into existing structures that will Heat treated rectilinear lens provides wide lateral StarGuard" (Pat. Pend.), an environmentally friendly not easily accept a standard box. Machined from distribution and long forward throw, 15 stage chromate -free process cleans and solid, copper -free aluminum, Weather -tight cable Mounting conversion coats aluminum components prior to connector with 5'0' cable, 2-1/2" dia, hole required Aiming & Control application of Class 'A' TGIC polyester powder for slip fit, 90' optical cutoff for mounting heights well below coating. Brass components are available in powder typical visual glare angles. coat or handcrafted metal finish. Faceplate H Copper -free, cast aluminum construction with Socket Warranty machined finish. Also available in solid machined specification grade, ceramic body, lamp holder. 5 year limited warranty. brass. Countersunk holes provide for flush hardware GUl 0 base. Nickel alloy contacts and heat resistant, Green mounting, spring loaded, stainless steel lamp retaining clips. Listings Flat Glass ETL Listed to ANSI/UL Standard 1838 and UL Subject Lamp Wiring 8750 and Certified to CAN/CSA Standard C22,2 No. 9� For use with bi-pin Gul 0 line voltage lamps. Teflon' coated wire, 18AWG, 60OV, 250' C rated and Suitable for indoor or outdoor use. Suitable for use in certified to UL 1659 standard, wet locations. Installation For use with 50 watt maximum lamp when installed Type V Ck- into non-combustible materials, I V T Photo Control -7-efion fs a reqWeted tradem�rk ofDuPonr Gorpomti­. 40429 Brickyard Drive Madera, CA 93636 USA IATE DRAWING N_UMBE7R 559:438.5800 FAX 559.438.5900 SUB -1485-00 Beeemm' LIGHTING www,bktfghting,com info@bklighting,corn CF5-T-A-GF-V-N-D-INC-E Large Pima (CF5) Specification Sheet 213-3/8" (5 9 c,m) FINISH TO BE DETERMINED. 5pecitications Ordering Guide Example: CF5 T A GF 2 N D 150S E Product Code CF5 Large Pima Mounting T I JIL Finish A Black 6 White H Bronze F t3ray i Green Lens GF Flat Glass Optics 2 61 1�l'tbw 01T 3 Type Ill 4 -A ON -1i),b OF 5 Type V I V T Photo Control N None Socket D Medi m G ul Mcigu Wattage 150S 15OW HPS 60PAR/HIR/WFL/ 250S 25OW HPS 2 150H 15OW PMH 1050 INITIAL LUMqy 250H 25OW PMH Voltage E T -2f F FLANIf G 240V H 'S'U K 347V 1 1 T 4 F00T1kG 4 Ll CF5-T-A-GF-V-N-D-INC-E Large Pima (CF5) Specification Sheet 213-3/8" (5 9 c,m) FINISH TO BE DETERMINED. 5pecitications Ordering Guide Example: CF5 T A GF 2 N D 150S E Product Code CF5 Large Pima Mounting T Top Arm Finish A Black 6 White H Bronze F t3ray i Green Lens GF Flat Glass Optics 2 Type 11 3 Type Ill 4 Type IV 5 Type V I V Type V Vertical Photo Control N None Socket D Medi m G ul Mcigu Wattage 150S 15OW HPS 60PAR/HIR/WFL/ 250S 25OW HPS 2 150H 15OW PMH 1050 INITIAL LUMqy 250H 25OW PMH Voltage E 120V F 208V G 240V H 277V K 347V *1 Vertical lamp (V), Medium base (D) only with Flat Glass. Glass sag lens used with Vertical Mogul base (G) lamping. *2 Available with Mogul base (G) socket only. HOUSING: 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum. Easy access to lamp. Two (2) stainless steel %-turn fasteners secure the lens frame, A weatherproof ballast assembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-1 17-64 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. OPTICAL ASSEMBLY: Type 11 Cutoff. Type Ill Cutoff. Type IV Cutoff. Type V Cutoff, Type V Cutoff (Vertical Lamp). Precision formed, segmented specular aluminum internal cutoffreflector with horizontal lamp mounting. Reflector is rotatable in 90' increments. Clear tempered flat glass lens. LAMPING: MH and HPS Medium base: EIT MH and 250W HPS Mogul base: ED28. HPS Mogul base: E23.5. ELECTRICAL ASSEMBLY: Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated medium base porcelain socket, Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20' F or -30' C and HPS at -40'F or -40*C-. NOTE: All ballasts are EISAJ Title 20 / Title 24 compliant where applicable. MOUNTING: Top Arm Mount (T), Arm sold separateIy, Mounting adapter welded to fixture housing. CERTIFICATIONS: ISO 9001�2000 Registered Page 1 of 2 PHILIPS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. 100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadco.com Copyright 2008 Philips (__4� HADCO PIMA ON CUSTOM TIMBER POST LIGHT14 ",,,L2.03 SCALE: NTS Natural Finish ORDERING GUIDE: LPLI LPL I Centinela Type: L-1 Cat.#: LPLI -T/R9-BLP LPLI "Centinela" The Centinela is a stylish, low energy LED path light. Its contemporary design. and slim profile allow it to blend seamlessly into the surrounding landscape, 'I'he Centinela is built with a state of the art LED light source and internal voltage regulating driver assembly delivering superior per.fon-nance, long life and low maintenance in any environment. The Centinela top is machined from a solid piece of 3 .50" c3600 brass attached to a heavy copper riser with stainless hardware. This quality construction and careful engineering allows the arsh environments such Centinela to be used successfully in. h, as coastal. applications. Proudly manufactured in the USA arid arranty,t eCentinela asnoequal. ac e y our i etirne wt Specifications Light Source: High -brightness LED (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage: 5 to 15 V AC or DC Current Rating: 700m a (0. 70 Amps) Watts: 15 W Color Temperature: 2900 CCT(K) Typical 12 VOLT 3 112" REMOTE 1 89mrn TRANSFORMER REQUIRED L(LED) PL(Pathlight) I(Series) Mount Options Finish 9 F7 [1/2] 1/2" MALE THREAD [NAT] NAI'URAL [G/S] GROUND STAKE *INCLUDED [BLPI BRONZE LIVING PATINA SPIKE 6" 9" OR 12" [T/R_l TRIDENJ [P/S] POWER STAKE f20V.-12V P/S T/R *G/S 1/2" JUL09 lo a commoing product improvement pw�qmn, A.Yoralight teserve, the tight to modily product �pvcificauons withow,w0watiov- Copyright 2007 A.rort-alleit, InQ. 19 1/2" 2 AU RORALIGHT'CENTIN ELLA' PATH LIGHT LIGHT12' `li,,L2,03 SCALE. NTS NELSON BY RD 01% WOLTZ L A N D S C A P E A R C H I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE A L B E M A R L E C 0 U N T Y, V I R G I N I A SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING DETAILS DATE: MARCH 26,2018 SCALE: AS SHOWN DRAWING NUMBER �ne, P MICRO NITE STAR'"' RING MOUNT - - - ---------------­----- ­--------- - ----- --------------- --- --- TYPE: CATALOG NUMBER; SOURCE� NOTES: ----------- ------- CATALOG NUMBER LOGIC E D�] D [��N] E] El El = ILI El Example RM 25 MN LED e17 FIL VIER 12 11 C Mat 8 Bras,, Serie------------ ,=.M =IAI _D Lead Length 5 5' ofl.mp leadsand cable 25 , 25'.f1.mpIc,d,.nd,abfk, FMRFS7= Fixture Source- - - ---- -- - ------ LED 'e"Fechnology with Integral Dimming Driver (25W A 'in. lead when dir—ad) LED Type - -_-------- - - ---- - --- =__Z4L .17 8vV1_FD/4K e2l 8WLED/Amls., Optics*— $P - siomfGAtenIndicator) NFL - Narrow Flood (YellowJndictem) FL - Finish - ­­ ­ ­ ....... LM79 DATA L70 DATA *OPTICAL DATA Aluminum Finish Press Finish C. III, Sea. T,1. Angle a ev 2700K 8.3 90 50 1 000 Spot 20, Green Dot 06 31 OOK 8.3 90 50,000 P.wck,i, C.At Col., ls.,se, j W, n Blue Dot MAC Alle Arils,co A.,, P—d,, am", W ssZW ZTM— �WNG N Ea R POL Aleutian ..41tvin Ge"Re Nis DOCUMENT CONTAINS PROWFARY INFORMATION OF 3�1< LIGHTINC, INC. AND ITS RECEIPT OF POSSESSION DOES NO CotVFf ANYRIGHTS TO RsPII DISCLOSE 115 CONTENTS, OR TO NIANU�ACTURE, USE OR ta-LAW(THENG ff MK� Millq.lo ssn, FAMC, Ell.ck BLP BLW - - -----­-­-­-- AQW Antique white A wrill'. lGicrs') WHP WHW Lens Wiring BCM 8jeckchl.ffie At mom SAP materials. Manufactured using renewable solar enefgy, to fixture cap and provides hermetically Settled optical 1838 standard, Anti,Siphon Valve (ASV`) prevents �wicking` B65 getg,� velde through conductor insulation. VER lens, BPP 3mwn Penn, Powd,, ------ ------- BKSSL� --- CAR cl­e_�, _A­di�d L... T, 12 _ soft F�� 13 - RectiffnearLisna, Shielding ------- I= I EnII-1 _�=­ CapStyle ----------------------------------------------------- C - Rush D - 45' lll=�Rll cme RMG Rocky Mountain Granite CRI (,.,kd Ice I SOS S.nnnn De -t Ss,,dri— ............ __­­.­­­ .......... .............. .......... SMG Stan, A­o,m� tirshin, CRM Crea, HUG Hucter <areeq TXF l FoN,st --------------------------------- I MIDS Mola,,�Od.,iAi5,Dd,,oAe WCP W',ilb—d Zwp,., NOR PLAWRI B-5 Podd�r W18 weadr—d 1— OCR Old Cdpjp�, DRIVER DATA 12VACIDO 50/60HZ . .... ..... pplr tjRn Am nint he u@rlkt L _� _ _1_" _ _q. e <I A (non-dimmiso) Magnetic Low Voltage Dimmer -1 G'F-I 30'F LM79 DATA L70 DATA *OPTICAL DATA Input Wal" M=1214�l= 'hdi`�' EIK No. 111.1 C. III, Sea. T,1. Angle a ev 2700K 8.3 90 50 1 000 Spot 20, Green Dot 06 31 OOK 8.3 90 50,000 Do-, e17 41 OOK &3 75 %000 Flood 30, Blue Dot Q21 Amber ($90nm) 7,6 50,000 ��404W29 E�lt acffarta� A li�Wg USA RELEA ZTM— �WNG N Ea R ww �AX 559,438,5900 8�—k LIGHTING .iakfightingroorn dorZablanghting,corn 04-28-15 SUB-2176�00 Nis DOCUMENT CONTAINS PROWFARY INFORMATION OF 3�1< LIGHTINC, INC. AND ITS RECEIPT OF POSSESSION DOES NO CotVFf ANYRIGHTS TO RsPII DISCLOSE 115 CONTENTS, OR TO NIANU�ACTURE, USE OR ta-LAW(THENG ff MK� DviCiPill. LUMINATIRE!"PR-OVIDED WITH POWER FEED AND RING MOUNT SAFETY CABLE TIMBER PATH BOLLARD - LIGHTIV S(_�ALL: NIS �_160 LO 66 C6 S 04 C15 U_ In (D V) -1:4- CD V) (D 0 I-, q U n 0 V) 0 r) IN 0 CID 7 V) PA the p�LAy,, of PROJECT: 411/16' 6 3/4" 3 Am) 0 72mrm 4" 4 3/4" 0 21 m.) 5 15/16' IT 5 1 core) 2 1/11" et Amn 3/4" 15/8" "3 Z_ (41mm) Opines) i4"50 Morl M -1 o I unt - in - g ­ 0 ptl o III - s - t - c - N,nq,ve I sidmte.tr ---- Accessories Fc..r9d­pmt,,�l Remote Transformers: - a It TR P.— pip. UP1,11RW A I ,,,o�t Tr� ... ll ssk� I'Du v,ol SPECIFICATIONS GreenS urce Initiative' Lens Wiring Meal and packaging Components are made. from recycled Shock resistant, tempered, glass lens is factory adhersel Outdoor rated, 13Ga, 30V, 6.0rC rated and certified to UL materials. Manufactured using renewable solar enefgy, to fixture cap and provides hermetically Settled optical 1838 standard, Anti,Siphon Valve (ASV`) prevents �wicking` producedonsite. Returnable to manufacturerat end of life compartment, Specify soft focus (iF12) or rectilinear 013) through conductor insulation. to ensure tradle-to-Eidle handling. Packaging contains lens, no chomworricarbons lCK's), Use of Irrs product may r Hardware elcutify GPedn$Qur,e icffloa�cy 'Ad Iecyclifpogr eberir(5). BKSSL� Tamper-desistant, stainless steel hardware, Consult www.b1sliq hting.com/greensource Program Integrated solid 'rate system with'o'hechnology is scalable require tents. for field upgrade.. Modular design with clectdcal quick Finish discomem permit field maintenance. High power, StaiGuard', our exclusive ROH, compliant, 15 stage Materials forwald throw so, its complies with ANSI (78.377 binning chromate,free process cleans and conversion coats Furnished in Copper -Free Aluminum (Type 5061 -Ts) pr requirements. Exceed a ENERGY STAR� lumen maintenance aluminum components prior to application ofCIaSn'A'TQC Bias, (Type 360). requirements, M-80 Certifies) components, polyester powder Costing. Bra55 com nems are available in powder coat or handcrafted metal inish. Body Integral, constant current driver. 12VACNDC input. Fully machined from solid billet. Unoody design provides 50/6011z. Proprietary input control scheme achieves Power Warranty enclosed, water proof wireway and integral beat sink for factor correction and eliminates inrush current. Output, 5 year limited warranty maximum com parent life. High temperature, silicone Ov oyar,v'itagia, oper-circult, and short circuit protected, Ring provides water-Nht seal. Inrush curr At limited to �IA lnon-dimmung), conforms to , Certific lonan 'Lightfing safety Stoll. (212 No. 25ttl 3-12, ITL tested a iESN tin 81 AILLNI79, Facts Registration o r Mounting Ring DOE rwww.lightingfactecom). ETL Listed to ANS0UL IN' O.D. black oxide stainless steel mount�n allows ' An' U"' 1, use with luvy voltage dimmer with .11�1'11A AX 1838 and UL Standard 8750, Ceirtified to C A for cable hook me Print . Machined ato inOm ondoup Or 0 9 died ,diArnrobisc A Did neutral conductDr. Minimum 25 wart load Sndard A Standard C22.2 No. 9, CSA TIL B,588. polls compliant, in black anodize firi5h for maximum corrosion resistance Owed for direming. Suitable for indoor or outdoor use. Suitable for use in wet provideswater tight sn'losore with fu��y pctee� anctwi(king locations. IP66 Rated. Made in USA. LED '­nKs.'s, S, or 25' 18Ga,, 2 w is low '01ts e 'ab e optics , from fixture body to facilitate external wire splice, Fixture Interchangeable OPTIKIT" modules permit field Charges OW N RoHS4 1 is suspended by 1/32' Strand Stainless steel safe y cable to optical distribution. Color -coded for easy reference: a�:,, 5wx with oval sleeve. Spot (5P) = Green. Narrow Flood (NFL) = Yellow. Flood �FQ �� Blue. �srem, S, IF lc�ql s,'., Cap p—, 'UN, Fully machined. Accommodani [11 lens or louver media. Remote Transformer Choose from 45-curoff M% I' deep bezel with 90' Ntff For use with 12VAC -0,6PPI. remote transformer or FE) or flcsh lens CC) cap styles, magnetic transformers only. 8-K Lighting cannot guarantee performance with third party manufacturers'Aansformer5. 40429 Bri,skyaEd Drive - Madera, CA 93636 ' SA RELEASED B—K LIGHTING 559,438.5800 - FAX 559,438,5900 www.ludiighting.corn 04-28-15 ILUMINAIRE PROM M FG TO PROVIDET ENO G TO PR I 0 WITH 25'POWER FEED7 P70LE CAP,- SHOP DRAWINGS PRIOR AND RING MOUNT TO FINAL PURCHASE SAFETY CABLE AND INSTALL. TO HAVE PROVISIONS FOR STAINLESS STEEL AIRCRAFT CABLE ANDTURNBUCKLE HARDWARE FOR FIELD TENSIONING AND ACCOMODATIONS FOR WATER -TIGHT POWER FEED ENTRY AND SPLICE COMPARTMENT IN POLE TYPICAL SPACING 5' It - - -- ---- ----I 17UMIT,T WITH POWER FEED AND RING MOUNT SAFETY CABLE. ,LL FINISHES 0 BE VERIFIED Y LANDSCAPE ,RCHITECT. CATENARY SYSTEM TO BE COORDINATED BY LANDSCAPE ARCHITECT, MT,7_T0_flqr1,EUn'F_ STAINLESS STEEL CABLES AND TURNBUCKLES. RAWING SHOWING OMPONENTS ONNECTIONS FOR ATENARY AND ITENON POLE ALL FINISHES TO BE VERIFIED 4 BY LANDSCAPE ARCHITECT. EE/EC TO COORDINATE GFFAND GF1 COVER WITH POLE MFG. TO COORDINATE FOC)TING DETAILS WITH MFG. NELSON MIN BY RD NIM WOLTZ L A N D S C A P E A R C H I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING DETAILS DATE: MARCH 26,2018 SCALE: AS SHOWN DRAWING NUMBER L2,004 F/ 5-67YP. BRIDGE WIDTH BOARDWALK SECTION SCALE I"= 1'-011 D- 0 (y) ('-i C6 n 2 LO 0 N V) V) (y) 0 I-,' n U 0 12- O CD 00 7 V) VA OSS MEMBERS WITH SIZED TOP FLANGE I'S EACH END AT 4'-0" O.C. ICK GALV. STEEL BAR SDA COMPLIANT #GCM -1-125 ICHOLS OR EQUIV. PE CURB NTING LUG AS PER MANUF. 0 ATTACH TO WOOD BEAM Y4"x3' SS WOOD SCREWS BEAM* JIZED OR STAINLESS OPSON CC COLUMN . INTO PIER (OR EQUIV.) ETE PIER ETE FOOTING ,CTED SUBGRADE 3 TIylNF1111 11 U litil 11111111 111111 1.LLL.L..L,1 • 0 z BOARDWALK SECTION - END ALE V= 1'-0" 40 MIL. BLACK EPDM STRIP, CUT EDGE CLEAN (2) Y4" x4" SS SCREWS CONNECTING CURB MEMBERS TOGETHER ON BOTH SIDES (2) 2x10 BAND BOARDS 4x4x1ZIPE CURB, DO NOT STAIN EASE ALL EXPOSED IPE EDGES Y2"O x 8'' SS SCREW COUNTER SINK AND PLUG W/IPE WOOD PLUG WOOD GLUE IN PLACE 1-1 /4" THICK SALV. STEEL BAR GRATE ADA COMPLIANT BY MCNICHOLS OR EQUIV. (2) 2x10 PPT BOARDS CRUSHED STONE PATH SS ANGLE IRONS 4x1Dx5-4" PPT SILL PLATE CENTER BELOW BRIDGE CONCRETE CURB (4) 3/4"xl 2" SS ANCHOR BOLT 18" O.C. REINFORCED CONCRETE FOOTING W/#4 REBAR 12" O.C. COMPACTED AGGREGATE COMPACTED SUBGRADE 1. ALL PRESSURE TREATED WOOD TO BE ACQ #2.40 PCF FOR GROUND CONTACT (OR EQUIVALENT). 2. STAIN ALL EXPOSED SIDES WITH CABOT DECKING SEMI TRANSPARENT WOOD COLOR: "PACIFICA'' (LIGHT GRAY) OR EQUIV. 3. *(3) 2X10 BEAMS TO BE NAILED TOGETHER FROM INSIDE FACE SO THAT NONE OF THE NAILS ARE VISIBLE ON THE OUTSIDE FACE. NAILS TO BE EVENLY SPACED IN VERTICAL LINES ON INSIDE FACE OF BEAMS. *IPE TO BE CLEAN #1 FREE OF KNOTS, CRACKS AND DENTS. NELSON am BYRD law WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE BRIDGE DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,905 Q C'i c6 0 N N U D L ry V) 0 a� a� i 0 i 0 U o-ITI 0 0 U 0 A NI O 0 co V) 0 NOTE: SEE TYPICAL GUARDRAIL TYPE 1 DETAIL 6/1-5.03 FOR ADDITIONAL INFORMATION 31-111 '-111 1-111 1 GUARDRAIL ELEVATION CALE 1" = 1'-0" PAINTED STEEL HANDRAIL COLORED CONCRETE PAVING 5/8" x 2Y2" STEEL BAR STOCK HANDRAIL, FOR STEP-DOWN CONDITION SEE 4/1-5.43 5/8" x 2" STEEL BAR STOCK RAIL 1 2" 0 (O.D. 1.66") STEEL POST 5/8" x 5/8" STEEL BAR STOCK PICKET 5/8" x 2" STEEL BAR STOCK RAIL %4" x 4" x 4" STEEL FLANGE TO COVER GROUT WELDED IN PLACE ONCE GROUT HAS SET FINISH GRADE #4 COATED REBAR AT NOSING, TYP. #4 REBAR AT l'-4" O.C., BOTH WAYS %2" RADIUS, TYP. CONCRETE CHEEK WALL BEYOND III _-! I I III IIII 2 IIII I I1 I 1=III ° ,r✓1 ��>>� � , , �... � ; —IIIrr 17 �-- - II III iiI IIII II III III III I " III=11 1=1 1===114 III IIII 1= III_ IIIIII—III 1 -'= r ° —III ==! ! !I! � - III =! —III !! !!! !I!— �✓� %�' r , � ° a IIII IIII I- ;i>� III III=1 IIII IIII l III III 1If II v J 1_I IIII=III III- �n" ; '1IIIIIIIIIILIIII�!I--011I--11�,I!IIII��IIIIIitI!IIII!IIII!IIIIIIIIIII-�IIIIIIIII=��IIiIIIIIII!III-- 1 -I I I I V I I I.111 I, I I! I _I I III I__I I IIII I i_1 III III— =1=1 III—III 1 IONIIIIII11I1IIIVIII=I=111111 II!IIIIII�VII=IIII=IIIIIIIIIII—IIIIIIIIIIII �1I I==1 ! I —III =1 I I =1 I I I I =i I IIII1 11==1 6I� COMPACTED AGGREGATE l—III HFIII=1 VDOT #21-A III = ! III -! —III ..III = ! COMPACTED SUBGRADE #4 COATED REBAR AT 12" O.C. #5 COATED REBAR, CONTINUOUS HAND RAIL ELEVATION SCALE 1" = 1'-0" III i !! III I III—III =1 !! 1 1 1 1 1 I1 I I=1 I 13�� 1 I I�%I-I I I I I I l i I_ I II I i II I -III=! i l! I I=1 I I IIII I I—II II I S I I =1 I I I I I I I II I II I I=-1 I I III 1 11= IIIIIIIIIII ! �- III ! ! III i l l y I_I_I IIII I I I_I1 I I I I_I I_ —ill III III III_ -- III=,,�I!iiiillliiillliiilll=i I1_11'_I NELSON BY RDso mm, WOLTZ LA N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla,com NO. Date Issues/ Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE RAILING DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,006 c l l 3" -� � �,�° III IIIIIIIIIIIII' I1_11'_I NELSON BY RDso mm, WOLTZ LA N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla,com NO. Date Issues/ Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE RAILING DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,006 D- �o c6 0 N C'7 N c - U L 7� V 1-L 4- c- 0 - c - 0 0 V w 0 0 Q U c- 0 U N O 1- a_ N 0 0 co V) ►A LEGEND Az�-- EXISTING TREE TO —47 0 REMAIN HEDGE VEGETATED SCREEN - 16,916 SF TOTAL NOTE: SEE SHEET L3.00 AND 1 /1-3.61 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULE 11 0 25' 50' 1001 KT� 6NEMM%mmmll� `�L) NELSON BY R DF11 0 Erg W 0 L T Z 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN i PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING KEY PLAN DATE: MARCH 26, 2018 SCALE: 1 " = 50'-0" DRAWING NUMBER L3.00 j 100 0, 40� A& 70 #0 NELSON BYRDME Mm WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLAN DATE: MARCH 26, 2018 SCALE: 1'' = 20'-0'' DRAWING NUMBER L3.10 LEGEND 0 EXISTING TREE TO REMAIN 0 EXISTING LARGE OAK 0 TO REMAIN 0 PROPOSED TREE NOTE: SEE SHEET L3.00 AND 1 /L3.61 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULE CD co V) VA 0 10' 20' 40' N 6%mmm%mmmm� NELSON BYRD101 m an WO LTZ LA N D S C AP 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0'' DRAWING NUMBER L3,020 NELSON BY RDPIN W 0 L T Z L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 434,984,1358 434.984A158 .0 �.co Al NO. Date Issues/Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L3,030 J � , / Y rs YS BUXUS SEMPERVIRENS BUXUS SEMPERVIRENS t SUFFRUTICOSA HEDGE JUSTIN RRni]WFRS' HFF)( NELSON BY R DINS WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESW IC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN i PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L3,040 EXISTING TREE TO )(0 REMAIN EXISTING LARGE OAK 0 TO REMAIN PROPOSED TREE p HEDGE F7-77-1 VEGETATED SCREEN BIORETENTION NOTE: SEE SHEET L3.00 AND I /L3.61 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULE PA NELSON so BYRD 00. WO 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 111— 201-011 DRAWING NUMBER L3.50 BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING PARKING AND GROUNDS PLANTING MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 LAWN NOTE: SEE SHEET L3.00 AND I /L3.61 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULE PA NELSON so BYRD 00. WO 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 111— 201-011 DRAWING NUMBER L3.50 SEE PLANT LISTS r1^1n P1 A /_I\ If - FINISHED GRADE 2'' DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE 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 NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 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. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST PERENNIAL AND GROUNDCOVER PLANTING DETAIL 2 B & B SHRUB PLANTING DETAIL 3 CONTAINER SHRUB PLANTING DETAIL SCALE: 1/4'' = 1'-0'' 13.60 SCALE: 1/2" = 1'-0'' 1_3.60 SCALE: 1/2'' = l'-0" 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 CURB OR EDGE OF PAVEMENT 2"x2"x6' MIN. HARDWOOD STAKES. USE 2 STAKES PER TREE AND SET OUTSIDE ROOT PACKAGE 2''-3" DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% ORGANIC COMPOST COMPACT SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 4 PERENNIAL AND GROUNDCOVER PLANTING LAYOUT 5 TREE PLANTING DETAIL 1_3.60 SCALE: 1/2'' = 1'-0'' 1_3.60 SCALE: 1/2'' = 1'-0'' All a N c6 O N N U L c�y I 0 c- 0 0 I-, Ln a� V) i 0 n Q U NT 0 N r U N O L n N 0 11.1 `0 0 co N 1-1 `/ 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 1'-0'' INTO UNDISTURBED SOIL BELOW ROOTBALL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING b CONSERVATION PLAN CHECKLIST 1_3.60 SCALE: NTS NELSON BY R D lomIs n, WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN i PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L3. 60 20 Q b- 0 N C6 0 (14 c-5 N C- U U LL 0 �L i 3 U V) 0 n �o J i 0 0 V) 0 i 0 <C U i a� of 0 r N 0 r U 0 0 n z Planting Schedule Quantity Units Scientific Name Common Name Size 75 pcs LARGE CALIPER TREE Chalk Maple 4" cal. B&B 8 Carya ovate Shagbark Hickory 61" cal. B&B 19 Fagus grandifolia American Beech 6" cal. B&B 4 Gleditsia triacanthos f. inermis Thornless Honey Locust 61" cal. B&B 14 Nyssa sylvatica Black Gum 6" cal. B&B 5 Platanus occidentalis American Sycamore 61" cal. B&B 3 Quercus alba White Oak 61" cal. B&B 6 Quercus falcate Southern Red Oak 6" cal. B&B 9 Quercus palustris Pin Oak 61" cal. B&B 3 Quercus phellos Willow Oak 6" cal. B&B 4 Quercus stellate Post Oak " cal. B&B 61 62 pcs MEDIUM CALIPERTREE Tussock sedge 1 gal. 12 Acerleucoderme Chalk Maple 4" cal. B&B 18 Cladrastis kentukea American Yellowwood 4"" cal. B&B 9 Juniperus virginiana Eastern Red Cedar 41" cal. B&B 7 Magnolia grandiflora Southern Magnolia 41" cal. B&B 16 Magnolia virginiana Sweet Bay Magnolia 4" cal. B&B 86 pcs SMALL CALIPER TREE Tussock sedge 1 gal. Buttonbush 4 Amelanchierarborea Serviceberry 2" cal. 17 Asimina triloba Paw Paw " 21 cal. 20 Carpinus betulus Common Hornbeam 2" cal. 4 Cercis canadensis Eastern Redbud 2" cal. 19 Cornus alternifolia Pagoda Dogwood 2" cal. 15 Halesia carolina Carolina Silverbell 2" cal. 7 Thuja occidentalis American arborvitae 2" cal. 4596 sf BIORETENTION 33% Shrubs 33% Perennials 34% Grasses Amsonia tobernaemontana Carex stricta Cephalanthus occidentalis Cornus sericea Elymus virginicus Eupatorium purpureum Hamamelis virginiana flex verticillata Iris versicolor Sorghastrum nutans Vernonia noveboracensis 16916 sf VEGETATED SCREEN 50% Shrubs 25% Perennials 25% Grasses Aquilegia canadensis Baptisia tinctoria Carex pensylvanica Chasmanthium latifolium flex glabro Myrica cerifera Rhus aromatics 'Gra-Low' Sporobollis heterolepis Viburnum rhytidophyllum Blue Star 1gal. Tussock sedge 1 gal. Buttonbush 7gal. Red -Osier Dogwood 7 gal. Virginia Wild Rye 1gal. Sweetscented Joe Pye Wee 1 gal. Witch Hazel 7 gal. Winterberry 7 gal. Blue Flag Iris 1gal. Indian Grass 1 gal. New York Ironweed 1 gal. Columbine 1gal. Wild Indigo 1 gal. Pennsylvania Sedge 1 gal. Northern Sea Oats 1 gal. Inkberrry 7 gal. Wax Myrtle 7 gal. Fragrant Sumac 7 gal. Prairie Dropseed 1 gal. Leatherleaf Viburnum 7 gal. 2161 If HEDGES 818 Buxus sempervirens 'Justin Brouwers' Boxwood 3' ht. 192 Buxus sempervirens 'Suffruticosa' Dwarf Boxwood 15" ht. 612 Carpinus betulus Common Hornbeam 5' ht. 539 Fothergilla gardenii Dwarf Fothergilla 2' ht. 33727 sf BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING Selection of drought tolerant native shrubs & forbs considered "pollinator" species, i.e. species with showy blooms attractive to bees and butterflies. Species arrangement/ layout will be more rigid and formalized than meadow mixes and will require a higher level of maintenance. 25% Shrubs 50% Perennials 25% Grasses species tbd, assume 7gaL shrubs, 1 gal. perennials & grasses 61828 sf PARKING AND GROUNDS PLANTING Selection of shorter native shrubs, grasses, &forbs with emphasis on drought tolerance, minimal maintenance, &year round interest. 25% Shrubs 25% Perennials 50% Grasses species tbd, assume 7gaL shrubs, 1 gal. perennials & grasses 48357 sf MEADOW MIX 1 Shorter native grasses &forbs with emphasis on drought tolerance & minimal maintenance. Grasses constitute majority of the mix. 40% Perennials species tbd, 60% Grasses assume 18 lbs. seedjacre 10704 sf MEADOW MIX 2 Similar to meadow mix 1, with taller native grasses & forbs. Grasses constitute the majority of the mix. 40% Perennials species tbd, 60% Grasses assume 18 lbs. seed/acre 11250 sf MEADOW MIX 3 Similarto meadow mix 2 with a greater emphasis on forbs & wildflowers to attract pollinators and create an added layer of diversity. 60% Perennials species tbd, 40% Grasses assume 18 lbs. seed/acre 26424 sf LAWN 3171 Festuca arundinacea Tall Fescue 12% 5813 Festuca ovina var. duriuscula Hard Fescue 22% 11627 Festuca rubra Creep Red Fescue 44% 5813 Festuca rubra sub. Commutate Chewings Fescue 22% PLANTING SCHEDULE SCALE: NTS NELSON B Y R DE rl sm WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESW IC K HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: MARCH 26, 2018 SCALE: AS SHOWN DRAWING NUMBER L3. 6 1 0- 00 C6 T 0 N t'7 N i U L 0 . `L 7 0) J 0 J 1- 0 V)i co 0 i 0 Q U 0 0 c- n U N 0 L n N 0 I'll, 1100 co ro LIGHTING KEY: L 1�_ L2 0 L3 AV L5® NELSON BY RDn WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING KEY PLAN DATE: MARCH 26, 2018 SCALE: 1" = 50'-0" DRAWING NUMBER L4.00 tos r �y� E O U O O 0 L L2 _ On O , , v _ o - < - - --- - N " 00 �o o 00 ; Ill NELSON BY R D0 M a,%- WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLAN DATE: MARCH 26, 2018 SCALE: 1 = 20 -0 DRAWING NUMBER L4.1 0 0 CL 0 / 00 . .... ..... . L I 0 10' 20' 40' N NELSON BYRDO N WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 434.984.1358 434-984.4158 www.nbwla,com NO. Date Issues/Revisions 1 03,26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L4020 1, A, m OEM ............... LIGHTING KEY: Ll. TIMBER PATH BOLLARD -SEE I /L2.03 .......... ......... ......... ............ L2 AU RORALIGHT'CENTI N ELLA' PATH LIGHT -SEE 2/1-2.03 BK 'STEP STAR' WALL LIGHT - SEE 3/L2.03 - -- -------- L3 HADCO PIMA PARKING LOT POST LIGHT WITH CUSTOM TIMBER POST - SEE 4/1-2.03 L2 �2 L5 L2 0 0 BK LIGHTING MICRO NIGHT STAR PENDANT ON CATENARY SYSTEM - SEE I /L2.03 — ----------- 0 CL 0 / 00 . .... ..... . L I 0 10' 20' 40' N NELSON BYRDO N WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 434.984.1358 434-984.4158 www.nbwla,com NO. Date Issues/Revisions 1 03,26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE I AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L4020 LIGHTING KEY: TIMBER PATH BOLLARD - SEE 1 /L2.03 L20 AURORALIGHT 'CENTINELLA' PATH LIGHT -SEE 2/1-2.03 L3 L4 (V BK 'STEP STAR' WALL LIGHT - SEE 3/L2.03 HADCO PIMA PARKING LOT POST LIGHT WITH CUSTOM TIMBER POST - SEE 4/L2.03 BK LIGHTING MICRO NIGHT STAR PENDANT ON CATENARY SYSTEM - SEE 1 /L2.03 -' L1 _ 0 . 1 L2 H. r .r v •o i T _ t - , li= Kie N O ; O 00 O NELSON no B YRDrel WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/ Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LAND AP E A L B E M A R L E COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L4.30 U v •o i N O ; O 00 O NELSON no B YRDrel WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/ Revisions 1 03.26.18 SITE PLAN STAMP PROJECT NAME KESWICK HALL LAND AP E A L B E M A R L E COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L4.30 . r L2 O L2 . _ ;:.. o RALIGHT CENTINELLA PATH LIGHT SEE 2/L2.03 _ , r.. F i o - , , 0 : q 00 U 415: 10-00, 100 100 40 , -t o 10' Y.., I 0 o _ le 100 VN d. 0 �d 00 C/? NELSON BYRDNE WOLTZ 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 03.26.18 SITE PLAN STAMP PROJECT NAME KES WICK HALL D LAN SCAPE ALBEMARLE COUNTY, VIRGINIA SITE PLAN I PHASE 1 AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING ENLARGEMENT PLANS DATE: MARCH 26, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER