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SDP201800079 Plan - Submittal (First) Major Amendment, Final Site Plan 2018-10-22
NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-008ZO THERE ARE CRITICAL SLOPES LOCATED ON THE EASTERN SIDE OF THE PROJECT AREA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN 0 1 t � 1 1 COUNTY OF ALBEMARLE, VIRGINIA 10/22/2018 KESWICK CLUB LLC F 701 CLUB DRIVE C1.0 KESWICK, VA 22947 EXISTING ZONING: RA - RURAL AREAS C1.2 SPECIAL USE PERMIT SP2018-001 C2.0 APPROVED SDP -2018-016 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA = 0.75 ACRES PROPOSED IMPERVIOUS AREA = 1.10 ACRES LIMITS OF DISTURBANCE = 2.67 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY.- OPOGRAPHY:TUCK GRADING AND DRAINAGE PLAN TUCKMAPPING SOLUTION, INC. GRADING SPOT SHOTS PLAN 4632 AERIAL WAY BIG STONE GAP, VA 24219 STORMWATER DESIGN TABLES AND CALCULATIONS (276)-523-4669 STORMWATER SUMMARY PLAN PROJECT #: L17-10405 AIRBORNE SURVEY CONDUCTED: 7/31/2017 PERMEABLE PAVER INSTALLATION AND MAINTENANCE INFRAMAP CORP STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN 10365 CEDAR LANE PROFILES GLENN ALLEN, VA 23059 PROFILES 804-550-2937 MATERIALS ENLARGEMENT PLAN PROJECT #: RV07317 SITE DETAILS TIMMONS GROUP SITE DETAILS 28 IMPERIAL DRIVE SITE LIGHTING DETAILS STAUNTONi, VA 24401 SITE LIGHTING DETAILS 540-885-0920 BOARDWALK DETAILS PROJECT *#: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE TREE PLANTING PLAN VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 25 FT PLANTING DETAILS SIDE: 25 FT LIGHTING PLAN REAR: 35 FT PROPOSED USE: SPA 16,260 SF (MAX HEIGHT 38 FT) EXISTING PARKING: 79 SPACES PARKING REQUIRED: 10 EMPLOYEES X 1 SPACE/EMPLOYEE = 10 SPACES 8 TREATMENT ROOMS X 2 SPACES/TREATMENT ROOM = 16 SPACES TOTAL SPACES = 26 TOTAL PARKING PROVIDED: 82 SPACES LOADING SPACES PROVIDED: NORTHWESTERN SIDE OF THE SPA BULDING. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE EASTERN SIDE OF THE PROJECT AREA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN 0 1 t � 1 1 COUNTY OF ALBEMARLE, VIRGINIA 10/22/2018 VICINITY MAP 111=2000' 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 f ^' f Vis} t 3. t F� i : tll� ��;33F '�6' �, i I .. r . �JU,I DepaF'€uituts'}f�:�iiifi7a4Jfk 01 ii'Ir,1£:T#r3; Rs,Ycap?;;N{srt€s Mug 'l:'4a£slsrtissvM Virg!tkaia 22901-4 -594 T£1Iy 24, 220iS g't y r, "f ,`, tl.iE3x33� . ttF11 < C:.. I °# "� ,a 4, .E a1,.t I. lie, Va 22902 .L < 1'd:. �`.:, S�. 2Ut8#Idi.k.�1. kE:ra54 kkh:£il1 4#E7t,# 3.x`1}.12 CIB.ib Fair. it kl!,:,. oov>,, £:?f3 .It, l"y '' 1 t{} S 1t; 31'1.. 1.icerl:l 4>t` 5ii,: ?G'1"s's ;FFb 4}s, -.`tis, actai?n or, yoiPr',=, FGchl. Ilse ,..z...�..F.i e:, plir CI ,i --,i.. , xera? ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES I. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES I. 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 S ITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ROADS LEGEND TRAFFIC STOP BAR QED STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND DRY CURB & GUTTER SEDIMENT CONTROL 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. - JUTE MESH DITCH -.- THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE . . SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION, R-1 PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND Albemarle County Engineering 2. Final Plan General Notes ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 200 DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. Page S of'4 TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND ALBEMARLE COUNTY PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND FINAL PLAN GENERAL NOTES 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO Lu :-, SEDIMENT CONTROL REGULATIONS. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE General Construction Notes 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. FIRST STEP IN CLEARING. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON 1. Prior to any construction within any existing public right-of-way, including connection to CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. THE SITE AT ALL TIMES. any existing road, a permit shall be obtained from the Virginia Department of 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW LL THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE the permit. Where any discrepancies occur the requirements of the permit shall govern. PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR 2. All materials and construction methods shad conform to current specifications and ACCORDANCE WITH SPECIFICATIONS. REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. standards 7. VDOT unless otherwise noted. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 3. Erosion andd siltation control measures shall be provided in accordance with the approved 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE erosion control plan and shall be installed prior to any clearing, grading or other PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT PLAN APPROVING AUTHORITY. STANDARDS AND SPECIFICATIONS. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL construction, 9. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. STABILIZATION IS ACHIEVED. 10. lesser slopes of 3:1 or better are to be achieved. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 11. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. DEVICE. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND County Engineer, or designee, it is deemed necessary in order to stabilize a drainage RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY �o 3 AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO channel` THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic ENGINEER. IMMEDIATELY. Control Devices. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 8, Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III, CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE 9. All excavation for underground pipe installation must comply with OSHA Standards for FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. the Construction Industry (29 CFR Part 1926). ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT, ZONING ORDINANCE SECTION 5.1.28. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE TRUNK LINES. (N/A) C) D CODE OF ALBEMARLE. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS ADDITIONAL FACILITIES AS DEEMED NECESSARY. LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S >L BECAUSE OF SLIDES, SINKING, OR COLLAPSE. REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO w SURFACE COURSE(S). PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BUILDING OR OTHER PORTION OF THE PROPERTY. 19• THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE 0 BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY SURFACE COURSE(S). EROSION CONTROL INSPECTOR. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) C7 MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT CONDITIONING OF THE SUBGRADE. 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT INSPECTOR. MAINTAINED RIGHT OF WAY. (N/A) 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED OF ROAD. (N/A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO LU SLOPE OF 0.004 ft./ft. ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTIONWAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR z w U APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE Q � STATE ROADS. DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-2046.) 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 22, PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. ORDINANCE SECTION 17-207B) 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH UQ PLACED AT THE END OF THE DAY ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. 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 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES I. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES I. 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 S ITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ROADS LEGEND TRAFFIC STOP BAR QED STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB 0 SEWER S - `` EXISTING SANITARY SEWER 6' W- e .6" W WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) 'tf C TC =TOP OF CURB BC =BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT o � � PAVED DITCH - JUTE MESH DITCH -.- CENTERLINE OF DITCH N N � c BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT 0 SEWER S - `` EXISTING SANITARY SEWER 6' W- e .6" W WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) 'tf C TC =TOP OF CURB BC =BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Z O DATE 1012212018 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE NIA 0 r U L v 0 0 u� 0 W 0 2 0 0 (� Lij Vl � > 00 O O 2 o } LU Q Lij 0 2 � o (-D Co Z J O �0 W Q 0� E4- E o c � o n o � U 0 CD � O Z O 0- (D O m O N cr U X (D O O U L U) U 0 E U � O N � � 'C5 •U � JOB NO. 0 40241 O SHEET NO. " ICI.0 � E o � � N N � c E E Lu :-, LU F t Q LL o � LL 0 �w J U 00 a - Li LU H N U W z �o 3 C) U-) q�j N U =VQ� ~ W crn C) D n- b 00 J H >L w 0 C7 c� LU w z w U Q � Q Z 0 O UQ Z O DATE 1012212018 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE NIA 0 r U L v 0 0 u� 0 W 0 2 0 0 (� Lij Vl � > 00 O O 2 o } LU Q Lij 0 2 � o (-D Co Z J O �0 W Q 0� E4- E o c � o n o � U 0 CD � O Z O 0- (D O m O N cr U X (D O O U L U) U 0 E U � O N � � 'C5 •U � JOB NO. 0 40241 O SHEET NO. " ICI.0 � E 1$' PARKING (REFER TO SHEETS C4.00-04.04 FOR LOCATION) 611 61r 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A r SURFACE WATER FLOW v ECO -LOCK PERMEABLE o 0 0 0 0 ? PAVER BY UNILOCK OR EXISTING AGGREGATE BASE PERMEABLE JOINT t( APPROVED EQUAL OPENING AGGREGATE � �::;E:.t�Y���%�:• �, j�t��.R::,z>i �' . LIQ, :NG. C,40/20 r:,;0); COMPACTED SUBGRADE I / X2/1 FLUSH CURB ° a d ° d C\\�\ MILL AND OVERLAY SEQUENCE: 4 g G / / d a BLE REMOVE EXISTING ASPHALT. COMPACT AND �. a.....:.._.......:.. �... °..... �:..... ...:..... d -1/2" PE SE THEN PLACE 1 PERMEABLE ROLL TEST EXISTING BASE COURSE. AGGREGATED NEW ASPHALT SURFACE. 0 0 4" 21 B STONE 4" 21 B STONE 0 0 8" #57 STONE DENOTES MILL AND OVERLAY it ® O i V N N vi O » MILL AND OVERLAY PAVEMENT SECTION > E Lu PVC GEOTEXTILE COMPACTED UNDERDRAIN No Scale w '- FABRIC SUBGRADE SLOPE � W PIPE TO UNDERDRAIN Q LL r-) U. o Lu -I cl� Lu PERMEABLE PAVERS SECTION NON -SLIP BROOM FINISH a00 _j U�__L6 w No Scale a- > N N (D W M VARIABLE WIDTH' 3 p in x O RESERVED RESERVEDMAX. CROSS SLOPE 2% `9 )~ PARKING PAPoCNVG 04 � d ........................................................ N ci CONCRETE BUMPER BLOCK....................Q....,.....�� ..�,..�.,..�........ vy v > U ANCHOR WITH 5/8 REBAR / / / / k�//� _ ¢ / IMBEDDED 24" IN GROUND /\\/��/\\,°:....:... ..... _ ....... ° \\//\\/i ILn - / \ , vv vvvUv�jv�j.... " JOvvv� \ t= w HANDICAP SIGN 6 0al � /V +� N i LOCATION (VAN)L_ ///// /\ », » » // d # .--HANDICAP SIGN /� \ j /\ O PmTY Pmn LOCATION (TYP.) ' 4" 3,000 PSI AIR -ENTRAINED ® , j LO 5100 - 5500 FIi�E 5100' 1500 RE P ..::................................. y..:...............................................................�..... 7................................................................................-. CONCRETE i° > TOW AWAY ZONE TOW AWAY ZONE ;`' F F :.:: - °3<<r COMPACTED SUBGRADE 411 TYPE 21B STONE COVER n/ r :._....._...,..,._.,.. � EDGE OF EOP / I / //._'/ PAVEMENT T VAN j ' ;PAINTED I 6' ABOVE ASE 6' ABOVE j / PER 2% MAX.. `.. 18 18 a vi FINISHED FINISHED VDOT ''4" ° d GRADE GRADE y~4 SPEC. / PAINTEDaN' °` DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS /..0 STRIPE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR 8' `--'15'. 8' 8' '8' - 91 (TYPICAL) ACCORDANCE WITH VDOT STANDARDS. _ PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING --�- "I I _ Z) SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) TYPICAL VAN WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL ACCESSIBLE ACCESSIBLE CONCRETE SIDEWALK PAVEMENT SECTION BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. HANDICAP SPACES REGULAR SPACE No Scale r) uu Lu VA. SIGN FOR THE DISABLED ON 0.80 GAUGE -' ALUMINUM. COLORS: GREEN BORDER & Q Lu Q LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. TYPICAL PARKING SPACE DETAILS EXPANSION JOINT WITH 0 No Scale PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR PARKING SIGNS FOR THE DISABLED � DATE EQUIV., SEAL WITH No Scale SILICONE SEALANT 1/4" SEALANT O R- X411CONTROL JOINT SPACED NON -SLIP BROOM FINISH %' 10/22/2018 AT WIDTH OF WALK WWF 6x6 W2.9xW2.9 2" R DRAWN BY jj11 111 ° a d d . CONIC CURB CURB AND GUTTER CLASS 3A, _` �-IIb d \ EXPANSION JOINT AT MAX OF 100', - -- - ° /4 ° WITH PREMOLDED EXPANSION FILLER f ° f 10 3,000 PSI Al ENTRAINED PORTLAND C. CiAYNER (fc=3,000 PSI) CONCRETE } µ° CEMENT CONCRETE ° d l DESIGNED BY 6 d o 0 0 o fl o o 6" TYPE 21A STONE COVER A. ALLISON 13 x� ---- TED SUBGRADE (CBR 11.2 \/ d d a d d Q © a 71r �.. CONC. WALK /�\ \� / /\ /� COMPACS) AN CHECKED BY /,/� a v 4 � x/ C. KOTARSKI ! { I 1 \ ° ° d d d ° SCALE T �° ° ° ° ° ° ° ° ° ° ° ° ° 9, a a d a \ DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 4 MIN.- �) CONTINUE 21 B STONE COMPACTED BASE FROM ADJACENT � COMPACTED SUBGRADE 4" 21-B STONE HEAVY DUTY CONCRETE SECTION SUBGRADE PAVEMENT SECTION UNDER CURB No Scale VDOT STANDARD CG -6 CURB & GUTTER CONCRETE SIDEWALK JOINT DETAIL No Scale No Scale 6' LENGTH 0.5' FROM EP - 1.5" ASPHALTIC CONCRETE SURFACE Up(v��U�:� �•� -..- �6 COURSE - SM -9.5A ANCHOR WITH/REBAR a 3.5" INTERMEDIATE BASE COURSE - BM25.0 IMBEDDED 24" IN GROUND; 0 o Oo o 0 2 PER WHEEL STOP 5 ]co o c o co o a 8" TYPE 21-B AGGREGATE SUBBASE COURSE 0 0 0 0� o Oo \\/ \/\//\\//\\ PRECAST CONCRETE WHEEL STOP CURB TRANSITION DETAIL COMPACTED SUBGRADE Q No Scale No Scale r1 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS I -t H SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH uj » " LL� ww L" THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY ~ I TABLE. 1: TYPICAL SOB-BASE:{D) THICKNESS REQUIREMENTS W/ GE.�JC- RI�1 I > ; I REVISION THERE TO: sljBBAS rBR STRENGTH OF GEE:RI a{lry l-� �F SUBGRADE 1L T tKN£>Si1.>iS f i SEEN TE I) A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HEAVY DUTY ASPHALT PAVEMENT SECTION f PAVE. F,.;,1{I^ Ti 4 B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC = z >g �)r I I ; 12 MIN No Scale ' a 4 (TYP.) CONTROL DEVICES. s ;t I 1.5"DIA GALv. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE O 1 Jr1 5ra a,?'{ ptJ r ss } tZ:K F;7 SPECIFICATIONS. i U Ja x ...............................................*............... . ................ ................ ........................ ......_, ...................... ..................... I RAIL (TYP.) D. THE 2000 INTERNATIONAL FIRE CODE. W 2 BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A aPlk1 r 5" BI �C 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE ^(--- --'--------- �� a �-4• 1 11 tt __� ........... » .... ......... rr,.,........................,,.,,m 2'-10" FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER a_15 -M° p tr -.,. I"<�-iE£1,i21{t is A:I ( ) CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN _J o 0 o O W f F. ANa:ZE[N:< F:,x tf> ExP. TYP. ` 6 TYPE 21B AGGREGATE BASE COURSE m 2'-10" JOINT �C`�C��� 4f NOTE 1 ABOVE. J _, aF FINISHED o 0 0 0 0 0 0 �/ n 12 MIN FINISHED iQ TYP. GRADE (TYP.) 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND // %/ / // // / / /� W Q �' I 12" INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND \/\\\/\�\/\�\/\\\/\\\/\\\/\�\/\�/� COMPACTED SUBGRADE \/ (TYP') INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 3. WASH ° ... : :. - .:- .:..:::, :. - ::.: - DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS r s 112"R .4........-. , '*_; _ Y3,_. ;. /sf^'y . •,{Xz-� /3 .:'•Ft ^;(°' ' ..':'''37 't' %1T'µ... %'. 1` �- 4" ,.-,:..::...•"""r N z PLAN ) (MAX.) '\ SOLID WHITE LINE (TYP.) ° N "" ""-" l I r rl � +` 3 ! tNTC<I r£Jt; IRI -f3 I11E0EM Ttl c iA:, u& L AaR T1iI0 z,<-_ tU TEE i� h ¢ ERE. -.:d -.IF il� a. E CAI,1. 511 1 -4 _ __ 5 c- Rf EI s E(�.,E4 aE. ri1NJ c srtsIG i;; t, EG rAUfJ- it t:rJ t. t xi'I Y-ri t c. r]NT£tl }-{tE.r i'�rl £f7 �rlLt tid{ '4 I �, o.: HAVE SNT.FFFwFF FILFTY `tD > I', Im-firr PbRF PCE, Casa t-pyIt FINISHED 8r1 `'-j ° ° O t -.t 4a.S'� 1}.FA E- t J .fFSIJ Ct JNI KF �7R `U l5 K q•{ra H I>RI 1E{ F'£ i•sTF�- >,Z? f(1 F L1'IT 7t;1 #I211S. G +i,I�NT Y 7 r] 33E rt s ,aE- �kl FS°.,:Sl II..E6'rV}T(3 U T F'CF3 Jt'6C EFa >tz. D 'I f $,.. >{ CCTYCI F F t;,..'I WCId -ic GRADE Y,u,{„ �..�,a l� _t 3 f(t'31(:,7CI1ii.'n'E LSY•FIP(ISIrS (7L�fFAL::U?i'Yl4•F.f:i ?JI'ttS+lnr.�.',.:CJi2hlil�f_h...FFJ Do"MCEWNE*Of; !3h1F.'cf:t<i'cJr-As:[:ESw fc!.UPCS;L!E>F�F ,!FT, +,viGE,SSQI'%uf? 4 _•<. r4rrJ.; .:zL,Dusr akEJa- A��;,un'kdt�iE�.slr•e:a,c•RI.fRrisLr>R>.Iria;T:.,>:.:,=s.-3";fT:cFYYt;rcd.fs><:1-drJF+e�Et-•�{.,:•!&',._PE>I>i:t?.Na,.>na c�.:I SF�E°Ir lu.:.1::r9G- EXP. a d CONCRETE o a a ' u mJdaAJ PTE OINT 2r J � 1 LIGHT DUTY ASPHALT PAVEMENT SECTION F n F l - n !A s,. .fJ c! Et rl, N* r1E , t -' F * i t V.w .: n FN F h` n r[ T Fct u s a #3 REBA 2 NA 4, i.n ke. �{,-e,ar r v_:ela , a( u.ar.f s,>F1�rr.te , Ir{.rJ> wla t .,r�. =;FS _tiac is :.rst ._. a d4.. R (1 " O.C.) D No Scale 2i FF rJ;'itr YfyF.3 rRnj, IF{ - - - -+y ' '.-^-'UF?�.,P{.;i:LtN FU.S3P+;HA,YP;E. :i.' usMACJc,'dEc'Ji.A1�t2,fcG'r>?tIfJ H:JfJ•�ttfL,..iLE'.,d:.i.3[d.�:'.i`EEF{vltJEtF.£:ll-`i�LLtTIG.il:.i'k�;:2o.�:e41]- 1 /8' WASH ST (VARIES) a L ; 5" # 57 STONE R1-1 6,1 cn -�- 4 t J s 4 0 ; Q'.; t :. JP3C�F C,.4TIcI lF{v_TEx i ' I ..; .,�' .": "` -•;i ; :/:: --. Tfs f; .,Ni.,.s£.OAS.fAf;,!.f`-t{mEN `-T3+F, d, r�fi}'..,3FfE{'c?iTIfTF &.}..xRAp�iifi5 ra££k{ IF{G';3 RAZE%IA1J7-��t•, PAi, 3`sEf Te, e:..:lE1,,.0 d prl w i /.• V NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL TOP OF CURB Q f f a,. Ir{3.A_L..t.6Et,.ice-..v4it8£t1A"FF:If:.Ltri:ER iC rf-ncF) ::/Er�fzrtE iL. C.- KTh�J-Rhlx.'EYEwTH `r�dN iiN ?sifi: IFIh3"F1 ,s3t,TEEJpL IN IF.S'TIVTD 8=1i FX FEE14IN LIFT TO t6t.Irlt:CtF`rVGrrfiL�Erl`sfTY.: j .,",,,� HIGH INTENSITY SHEETING NO SCALE `.:' _T: -i ..s ..",,....' tom-• .. �» sS ...�YNF4-r,,a>Pru?luEL Eh:1:+lydi. }Y .;a? r, IP{.a PND T;, ii R-t?:;KY iK PA' Rs I - 4 ry z S- --'l.: .--- t. } FKiE: ht.r(Y'� {t•5:3{i:'A: F"'.R: .-.:�:., d 3<'.' --;';r> AC - : P' -GP `Y.i Tin4 "'3s - I t 11 is .:..:.--.i... ..... .: t ':.._ .. :. �_.. ..:.._: �.;.. -.: fi: .Ff-.JFFfl AA{{..,... T47 F1F. I:�TA.FE:..lpi,.•r 3"nE t. NF, _s..,.l C7 �T{�.IF'}.!II I.,F .13aG E,'LL J. ..,.r. ,A E:. 1. t. sf ..i11 .,F::-S:".'7F.F+E: r>,IF ° Q ?' -1 :l- E=- 1., -' Ic,rc :,J of n rJ IJ9Ek„aEsJS a�•ni; t s..rJ o sts I I 9 (2) #5 REBARS, BOTTOM CONTINUOUS, ° p rr ,,. r„,,WIND'a - h,E.2.>3fti TO is .EruF(Cr- .;.F?J6?1GP-{ C:+1N3Ui C. _t;L�ltFftC.3'.RE '5TdP.NJ RFACE�: .., :', -3 E j:: .-.. ,r; .�,: ,- •-.. `,.. .. r„ -....-' - Y.M.F THE"'{uE Li ?,I J-...RfhJ1 I ,C J, +11`C.., .-4 i.., tEi$: t LAP 2 2 AT SPLICES . i.E TE{L.::;T2[Lle{.3 al..���Flk7t . C FI.�'Y.f tJ ! i?. rr .. .q' ...... .y...., �,, .. - - - _ ,. EE A. F'S:'. T ii , F°' , F s ( r,.A: f ^3 A� ;. ' i� T s 'i OF. THF T axa- 40a:1.'s3JFr: W,4N.1X4F ,JfC E 3 NOTES: . 4. F. flLl P x.,.,. s 7'-h i ,..,.P. 1 f i tk IR, fll: „xTEk1A.. E rc,4 r_F I Ja ,...ER r 3: QF ft P \\/ _ S .�, ..k f..,^�,-„t i... .-.. :..._., .__<:,. ?.P,<F:i t,.3 :t7C: Ynti F.�}'!rA �31f71•tF.-FS.[..9lT.Y.lkl,+.lfY>sTF,Lt.£.-fl<>F r531UH3, VaFkTPF1.F.`�E}:'F^tv£3N.aC`4{r.!p:TF, 7ki.. .�i f:RF.' d a � ' d 1 11 a' 0 <' 3 '• I � � " ` F: ( � I 1. FINE BROOM FINISH ALL STAIRS. ..., fl ,- c.rinvclsTa., .Earaerl s,,; ;ra H;Ju w Ara ',trleF.I.J rti .,°d._zrti Tr ? w i,'° areTl arr; 3 SOLID WHITE LINE a '. BASE o ii€ i } I [ :%:. 1 I I: ; . ,.., n TE., -„E TH r>�rhh T� ;llrsr, \C ,) (�rF ;; raaEL' t }:} c e tz, rig,; rl COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) \\ \\ ; ii -111-111. IT} Frei: A..3..:T t.l...t, {3...i ,. r F,ti:vrs7. Ib,r; , Il r<3„ .eFz6;:C?..i u;Fr-ir,; 1 4 3. SEE PLAN FOR RISER HEIGHT 12" U Ft SECTION y URBAINGREEN PLASTIC PAVERS -----�_._. s�rast GRASS INSTALLATION a a STANDARD DETAIL 6' VDOT A-3 CONCRETE - TtrsE,LT;,ILisuaT,=rirEr ryF:USE AND .,PPeaf:rl€ s�sa'��,>nra,r_e{or�rx��a,'ectsi�. d 4 . suBBAso Q • �� ` JOB N0. S I � .N` �' DENOTES REINFORCED TURF ON PLANS 40241 �' 2' 2' CONTINUE 21B STONE BASE v zJ (TYP.) (TYP.) FROM ADJACENT PAVEMENT SECTION UNDER CURB SHEET NO. CD M REINFORCED TURF EXTERIOR STAIRS &HANDRAIL STRIPING AND SIGNAGE DETAIL FLUSH CURD X1.1 No Scale No Scale No Scale No Scale I 0 Q U N 0 Cu U) O S2 L 0 U) m 0 Vu W c73 CL 0 (1) 0 I �E EMB SPRIt 0 NO. 68 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -1NTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER •-HAUNCHING -BEDDING 6" max 4" m i n --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (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. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE MR TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG, S-3 TD -34 DI -3A, 3B, 3CI rVOANIS10N JOINT FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA -"' 2,_0„ STREET SURFACE OR NON -PAVED AREA 1'-0" MAX SNOWING BRANCH TIE-IN N.T.S FIG. S--I-A TD -25 EXPANSION KEYED 8-1,8-2 FOR DETAILS OF INLET JOINT CONST. BARS D '` 1 APPROACH 3°-1Q" FRAME & COVER BACs<. OF SIDEWALK JOINT SEE STANDARD IC -2, 2„ GUTTER BARS G BAR G � WARPER WEEP HOLE (AS REQ'D.) STEPS (AS REQ D ) 4„ 4 2 GUTTER WEEP HOLE (AS REQ'D,) LEI P, u7 2" BARS C 6„6„&„ g BAR C__57, i - _ HARDWARE 5 SUBBASE BARS B - - _ I AR - F n. o � CLOTH , ts. fza i 1 z z# BARS F WEEP HOLE. w o w c, I SEE NOTE 8 1 I awn. in I I z� 1 LL w 8°I STEPS I(AS REQ'D.) I = ro SEE STANDARAID SL -1 FOR APPLICABILITY OF SAFETY SLABS. g S - - - g -- `' 1 °i _ z.. , NOTE: I STEPS. °SEE I ALTERNATE JOINT STANDARD MH -•1 � � c3 li II -BAR F BAR A NOTE 5 ' • • b ., �. a. � ; . THE TOP OF MASONRY IS TO BE LEFT I - .•.6 DETAIL FRAME &COYER i BARS D FACE OF CURB-/^: ;:;• SUFFICIENTLY LOW TO PERMIT PROPER ,I _ _ ". � _ cv i i! GUTTER 8„ 2' 8„ EE ADJUSTMENT OF COVER AND FRAME TO OR GK CONTROL JOINT CRACK CONTROL. ,JOINT GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. I 2' O" PLAN 3'-0" 4'-0„INE ;.. SECTION A A X D X x D alpx s° MtN• 6'MIN. 2 -0" s, , . , ,' 10' MAX. 10' MAX. 6" x 6" W5.5 x W5.5 WELDED „ KEYED CONST, ,JOINT B-1 WIRE FABRIC OR EQUIVALENT AREA - L -VARIABLE -MAX. 20' 2'-10" 2" WARPED m� 4'•rD" z< a' g„ z`_�" � g s„ , p„ „ 2" APPROACH MONOLITHIC 2 7 M w FLAT SLAB TOP AS DETAILED z ¢ BARS A „ a o N ON STANDARD T -MH -2 MAY BY N I GUTTER a° FOOTINGSUBSTITUTED FOR TAPERED -- o SECTION WHEN APPROVED BY ' _ THE ENGINEER. - - - _ _ SPD. ST -1 HALF SECTION A -A B s G 1 �------------- ----- ,^.°�„ D+$"+2x (WITH FRAME AND COVER REMOVED) Ai " 6 A BRICK CONCRETE - - - - , BARS F `-BAas E lam, g N I i *3" DIAMETER °0 BARS E B"'� 4 D' , < i WEEP HOLE FRONT ELEVATION BARS F-� ` s" 1' 8"1,84 -BARS B DOGHOUSE WITH FOOTING a�'' BEVEL 45° NOTES - - - - - - (GUTTER REMOVED) 11/a°, 3'-0'° NC)T`.s w ted 81 1. QUANTITIES SHOWN ARE FOR MANHOLE 5x/A" BENT PLATE SECTION B -B a of ---■- > WITHOUT PIPES, THE AMOUNT DISPLACEDA i :.: BY PIPES MUST BE DEDUCTED TO 8„ / ` 1. SEE GENERAL NOTE'S FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, ow ,• OBTAIN TRUE QUANTITIES., N "H" (LIN, FT, FOR MANHOLES) DIMENSIONS, ETC. DIMENSIONS 0 2M TABLE OF QUANTITIES ' 2. A BASE THICKNESS OF 9" WAS USED IN b ._-pm 14 A s/4" R 2, ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199, X Y SUGGESTED ABSOLUTE r DEPTH BRICK MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. TYPE A NOSE DETAIL SHALL BE USED WITH GG -3 & CG -7 STANDARDS. ~ - L2v2"x21/2"Xv"i D MINIMUM MINIMUM MAX. PIPE SIZE MAXIMUM `) I MANHOLE h GALVANIZED 3, CONCRETE SHALL BE 4000 PSI, 3. INCREMENTS TO BE ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH GG -2 & CG -6 STANDARDS, TYPE A 136'" 4" 18" 2i° BRICK CONCRETE CONCRETE ADDITIONAL FOOT OF DEPTH. TYPE B /z" X 4" STUD SHEAR CONNECTOR WELDED 4, WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT in 48" 5" 6" 24" 27" FEET THOUSANDS CU. YARDS CU. YARDS GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2'C -C. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 60" 5" 8" 36" 42" p T_4" CONCRETE " " 4 0.5 0.7$5 1.437 4. MATERIALS MAY BE BRICK, CONCRETE OR CONNECTORS AND I$ TO BE ANCHORED WITH '/2" X 4" STUD SHEAR THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO " " " " F_ a4•' FOOTING 5 0.7 fl.785 1.699 APPROVED CONCRETE MANHOLE BLOCK. WELDED TO BENT PLATE AT Z'C C. NOSE DETAILS ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4 TO A MAXIMUM OF 8 LARGER THAN 72 6 $ 48 54 6 0.9 0,785 1,961 5. IF BLOCKS ARE USED THE MINIMUM APR, PAVEMENT „ 2" THE OUTSIDE DIAMETER OF THE PROPOSED PIPE 84" 7°' 8 60 66" P 5. DIMENSIONS SHOWN ARE MINIMUM, ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 96" 8" 8" 66" 72" 7 1.0 0,785 2,223 THICKNESS OF SAME IS TO B£ 5". DI -3A L - Dl -36 L Dt-3C L "" ; ° . ; WARPED PAVEMENT "' j ' ' ' ' OTHER THICKNESSES ARE TO CONFORM I ; ° a . ; " L . 6, "D" IS NOMINAL DIAMETER. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED ',�;'.s•'>.;°. '>,•°>� .. ',�•'.';',.;..,,...; 8 1.2 0.785 2.485 > TO WALL THICKNESS SHOWN FOR : " 9 1.4 0,785 2,747 CONCRETE. ti, a 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, DIAMETER = 4°-$"f (2 x WALL THICKNESS) 10 1.6 0,7$5 3.009 6, ALL CONCRETE TO BE CLASS A3. - - - - �s �4 �- THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING 11 t9 0,970 3.455 - I 'i OR PONDING OF WATER IN THE STRUCTURE, ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND z = z ONE PIPE EXITING STRUCTURE) 12 2.2 0.970 3.817 7, WHEN SPECIFIED ON PLANS THE FLOW FLOW FLOW 1'-p^ SECTION B -B 13 2.5 0.970 4,179 INVERT IS TO BE SHAPED IN � I -� I � 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. CONCRETE OR 14 2.$ 0.970 4.541 ACCORDANCE WITH STANDARD IS -1. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. BRICKTHE COST OF FURNISHING AND PLACING I DETAIL WHEN USED CONCRETE BLOCK 15 3.1 0,970 4,903 ALL MATERIALS INCIDENTAL TO THE 16 3.4 0.970 5.265 SHAPING IS TO BE INCLUDED IN THE BID FOR USE ON GRADES ADJACENT TO CURB 17 4.0 1,173 6,032 PRICE FOR THE STRUCTURE, FOR USE IN SAGS WITHOUT GUTTER INCREMENT 1 0.45 1 - 0.582BOTH SIDES TO BE SYMMETRICAL Ld z I f 12" J i �1 Z,\ FLEXIBLE CONNECTION -'-J WITH STAINLESS STEEL BAND W 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN s BRANCH -04 NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -1-B TD -27 SPECIFICATION \f= XVDOT REFERENCE MANHOLE FOR 121 _ 48" PIPE CULVERTS STANDARD � e RUBBER COATED STEEL SPECIFICATION \%D= REFERENCE STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12' MIN ROAD AND BRIDGE STANDARDS "0" RING SEALS 16" MAX T MINIMUM ELEVATION T_ 12" "`30" PIPE' DIFFERENCE ACROSS M.H. 5" 4'-0" An -5' FROM INLET TO OUTLET VIRGINIA DEPARTMENT OF TRANSPORTATION 105 302 SHALL BE 0.20 FEET. VIRGINIA DEPARTMENT OF TRANSPORTATION CONCRETE e VARIES DEPTH OF FLOW FiLLETS , CHANNEL TO BE 2.25 3/4 DIAMETER OF 0.15 CONTRIBUTING -- --- _� 4 SEWER. A 4. Q a '4 12" A FILLETED INVERT FOR A SMOOTH (1, 2) INTEGRATED DUCTILE IRON TRANSITION OF FLOW BETWEEN 2.00 INLET & OUTLET PIPE SHALL BE 0.10 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. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SNOWING BRANCH TIE-IN N.T.S FIG. S--I-A TD -25 EXPANSION KEYED 8-1,8-2 FOR DETAILS OF INLET JOINT CONST. BARS D '` 1 APPROACH 3°-1Q" FRAME & COVER BACs<. OF SIDEWALK JOINT SEE STANDARD IC -2, 2„ GUTTER BARS G BAR G � WARPER WEEP HOLE (AS REQ'D.) STEPS (AS REQ D ) 4„ 4 2 GUTTER WEEP HOLE (AS REQ'D,) LEI P, u7 2" BARS C 6„6„&„ g BAR C__57, i - _ HARDWARE 5 SUBBASE BARS B - - _ I AR - F n. o � CLOTH , ts. fza i 1 z z# BARS F WEEP HOLE. w o w c, I SEE NOTE 8 1 I awn. in I I z� 1 LL w 8°I STEPS I(AS REQ'D.) I = ro SEE STANDARAID SL -1 FOR APPLICABILITY OF SAFETY SLABS. g S - - - g -- `' 1 °i _ z.. , NOTE: I STEPS. °SEE I ALTERNATE JOINT STANDARD MH -•1 � � c3 li II -BAR F BAR A NOTE 5 ' • • b ., �. a. � ; . THE TOP OF MASONRY IS TO BE LEFT I - .•.6 DETAIL FRAME &COYER i BARS D FACE OF CURB-/^: ;:;• SUFFICIENTLY LOW TO PERMIT PROPER ,I _ _ ". � _ cv i i! GUTTER 8„ 2' 8„ EE ADJUSTMENT OF COVER AND FRAME TO OR GK CONTROL JOINT CRACK CONTROL. ,JOINT GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. I 2' O" PLAN 3'-0" 4'-0„INE ;.. SECTION A A X D X x D alpx s° MtN• 6'MIN. 2 -0" s, , . , ,' 10' MAX. 10' MAX. 6" x 6" W5.5 x W5.5 WELDED „ KEYED CONST, ,JOINT B-1 WIRE FABRIC OR EQUIVALENT AREA - L -VARIABLE -MAX. 20' 2'-10" 2" WARPED m� 4'•rD" z< a' g„ z`_�" � g s„ , p„ „ 2" APPROACH MONOLITHIC 2 7 M w FLAT SLAB TOP AS DETAILED z ¢ BARS A „ a o N ON STANDARD T -MH -2 MAY BY N I GUTTER a° FOOTINGSUBSTITUTED FOR TAPERED -- o SECTION WHEN APPROVED BY ' _ THE ENGINEER. - - - _ _ SPD. ST -1 HALF SECTION A -A B s G 1 �------------- ----- ,^.°�„ D+$"+2x (WITH FRAME AND COVER REMOVED) Ai " 6 A BRICK CONCRETE - - - - , BARS F `-BAas E lam, g N I i *3" DIAMETER °0 BARS E B"'� 4 D' , < i WEEP HOLE FRONT ELEVATION BARS F-� ` s" 1' 8"1,84 -BARS B DOGHOUSE WITH FOOTING a�'' BEVEL 45° NOTES - - - - - - (GUTTER REMOVED) 11/a°, 3'-0'° NC)T`.s w ted 81 1. QUANTITIES SHOWN ARE FOR MANHOLE 5x/A" BENT PLATE SECTION B -B a of ---■- > WITHOUT PIPES, THE AMOUNT DISPLACEDA i :.: BY PIPES MUST BE DEDUCTED TO 8„ / ` 1. SEE GENERAL NOTE'S FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, ow ,• OBTAIN TRUE QUANTITIES., N "H" (LIN, FT, FOR MANHOLES) DIMENSIONS, ETC. DIMENSIONS 0 2M TABLE OF QUANTITIES ' 2. A BASE THICKNESS OF 9" WAS USED IN b ._-pm 14 A s/4" R 2, ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199, X Y SUGGESTED ABSOLUTE r DEPTH BRICK MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. TYPE A NOSE DETAIL SHALL BE USED WITH GG -3 & CG -7 STANDARDS. ~ - L2v2"x21/2"Xv"i D MINIMUM MINIMUM MAX. PIPE SIZE MAXIMUM `) I MANHOLE h GALVANIZED 3, CONCRETE SHALL BE 4000 PSI, 3. INCREMENTS TO BE ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH GG -2 & CG -6 STANDARDS, TYPE A 136'" 4" 18" 2i° BRICK CONCRETE CONCRETE ADDITIONAL FOOT OF DEPTH. TYPE B /z" X 4" STUD SHEAR CONNECTOR WELDED 4, WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT in 48" 5" 6" 24" 27" FEET THOUSANDS CU. YARDS CU. YARDS GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2'C -C. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 60" 5" 8" 36" 42" p T_4" CONCRETE " " 4 0.5 0.7$5 1.437 4. MATERIALS MAY BE BRICK, CONCRETE OR CONNECTORS AND I$ TO BE ANCHORED WITH '/2" X 4" STUD SHEAR THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO " " " " F_ a4•' FOOTING 5 0.7 fl.785 1.699 APPROVED CONCRETE MANHOLE BLOCK. WELDED TO BENT PLATE AT Z'C C. NOSE DETAILS ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4 TO A MAXIMUM OF 8 LARGER THAN 72 6 $ 48 54 6 0.9 0,785 1,961 5. IF BLOCKS ARE USED THE MINIMUM APR, PAVEMENT „ 2" THE OUTSIDE DIAMETER OF THE PROPOSED PIPE 84" 7°' 8 60 66" P 5. DIMENSIONS SHOWN ARE MINIMUM, ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 96" 8" 8" 66" 72" 7 1.0 0,785 2,223 THICKNESS OF SAME IS TO B£ 5". DI -3A L - Dl -36 L Dt-3C L "" ; ° . ; WARPED PAVEMENT "' j ' ' ' ' OTHER THICKNESSES ARE TO CONFORM I ; ° a . ; " L . 6, "D" IS NOMINAL DIAMETER. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED ',�;'.s•'>.;°. '>,•°>� .. ',�•'.';',.;..,,...; 8 1.2 0.785 2.485 > TO WALL THICKNESS SHOWN FOR : " 9 1.4 0,785 2,747 CONCRETE. ti, a 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, DIAMETER = 4°-$"f (2 x WALL THICKNESS) 10 1.6 0,7$5 3.009 6, ALL CONCRETE TO BE CLASS A3. - - - - �s �4 �- THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING 11 t9 0,970 3.455 - I 'i OR PONDING OF WATER IN THE STRUCTURE, ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND z = z ONE PIPE EXITING STRUCTURE) 12 2.2 0.970 3.817 7, WHEN SPECIFIED ON PLANS THE FLOW FLOW FLOW 1'-p^ SECTION B -B 13 2.5 0.970 4,179 INVERT IS TO BE SHAPED IN � I -� I � 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. CONCRETE OR 14 2.$ 0.970 4.541 ACCORDANCE WITH STANDARD IS -1. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. BRICKTHE COST OF FURNISHING AND PLACING I DETAIL WHEN USED CONCRETE BLOCK 15 3.1 0,970 4,903 ALL MATERIALS INCIDENTAL TO THE 16 3.4 0.970 5.265 SHAPING IS TO BE INCLUDED IN THE BID FOR USE ON GRADES ADJACENT TO CURB 17 4.0 1,173 6,032 PRICE FOR THE STRUCTURE, FOR USE IN SAGS WITHOUT GUTTER INCREMENT 1 0.45 1 - 0.582BOTH SIDES TO BE SYMMETRICAL Ld z I f 12" J i �1 Z,\ FLEXIBLE CONNECTION -'-J WITH STAINLESS STEEL BAND W 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN s BRANCH -04 NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -1-B TD -27 SPECIFICATION \f= XVDOT REFERENCE MANHOLE FOR 121 _ 48" PIPE CULVERTS STANDARD CURB DROP INLET SPECIFICATION \%D= REFERENCE TEE AND PI UGS (FEET) SPECIFICATION STANDARD PRECAST BASE UNITS REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS H T 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 2 REVISION DATE 12" "`30" PIPE' MAXIMUM DEP7I'""I (H) - Be 233 SHEET 1 OF 1 REVISION DATE 302 3.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 105 302 106,01 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 1,03.11 4" & 6" NYLOPLAST DRAIN BASIN WITH STANDARD GRATE 2.25 NYLOPLAST DRAIN BASIN WITH DOME GRATE 0.15 (1: 2) INTEGRATED DUCTILE IRON (1, 2) INTEGRATED DUCTILE IRON 1.50 2.00 GRATE TO MATCH BASIN O.D. 0.10 FRAME & GRATE TO MATCH BASIN Q.D. 2.25 2.50 0.15 �.... 5.0 tel' 6 18" MIN WIDTH GUIDELINE 0 -----------------------------.-_._.. ...... .......... 3.66 ...........2.50 3.16 .............0:.1.. 3.21 ............................... 0.48 - .......................... ...... ............. .................... --............... 8„ 45 2.66 2.66 2.77 0.26 8" MIN THICKNESS GUIDELINE ; 22 1/2 MINIMUM PIPE BURIAL 2.16 > 0.13 MINIMUM PIPE BURIAL 2.91 DEPTH PER PIPE 0.32 11 1/4 DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0.13 MANUFACTURER / 0' - 360' ACCORDING TO PLANS AVAILABLE (ACCORDING TO RECOMMENDATION 90 `� (3) VARIABLE INVERT HEIGHTS RECOMMENDATION 0.83 PLANS/TAKE OFF} (MIN. MANUFACTURING (5) ADAPTER (6, 7) TRAFFIC_LOADS:. CONCRETE SLAB DIMENSIONS ARE FOR AVAILABLE (ACCORDING TO ( MIN. MANUFACTURING / REQ. SAME AS MIN. SUh,<1P} `, ANGLES GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) / r 2.83 VARIABLE o`-360° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, 22 1/2 2.33 i. r 2.86 ACCORDING TO PIANSbAl TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 11 1/4 SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. 2.33 2.84 (3) VARIABLE SUMP J� Wiz" I ACCORDING TO PLANS y - --- - - - DEPTH t �h_'�i J Vii' '' �r"'`+ I ACCORDING TO FLANS C (6 MIN. ON 8 24', 10" MIN. ON 30" t (6" MIN, ON 8" - 24", 10" MIN. ON 30" (4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS ' F` ; - ---;--------------- ------- 4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS -- ;,,,. n\; 4 MIN l ON 8 - 24 BASED ON P�ANUFACTURING REO.} () , ,?K.< - BASED ON MANUFACTURING REQ.) AVAILABLE: 4" - 30" FOR CORRUGATED HDPE % :e i AVAILABLE: 4" - 30" FOR CORRUGATED HDPE ! i' "r 4 r fh 6" MIN ON 30" / ¢ „6nIMIOIJON„30 4„ (ADS N-12/RANCOR DUAL WALL, ADSIHANCOR �' � `> - - - - � (ADS N-12/HANCOR DUAL WALL, ADSMANCOR ( � -�- SINGLE WALL), N-12 HP, PVC SEINER (EX: SDR 35), j y SINGLE WALL), N-12 HP. PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001G905,v, f.C'y�'� • PVC DWV EX: SCH 40), PVC C3Q0!C905, CORRUGATED & RIBBED PVC j' y� fi`~Y, CORRUGATED &RIBBED PVC WATERTIGHT JOINT K L >'? 4 \^`j ' ,; THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER WATERTIGHT JOINT J THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) rr2 " � K'' GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (CORRUGATED HDPE SHOWN) `'�� GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, - ► Ti - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321 8" - 30" CLASS II. OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 12" - 30" FRAMES SHALE, BE DJCTILE IRON PER ASTM A536 GRADE 70-60-05. 8" & 10' STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 USE OF A PVC BODY TOP. SEE DRA'A'ING NO. 7001.11 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN GRADE DOME05. DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING 2 - O & 10" DOME GRATES FIT ONTO THE DRAIN BASINS 5. THE USE OF A PVC BODY TOP. SEE DIU'1'�YING NO. 7001-110-0-1.5. P" 1~ 9 0 VERONA AVE - ; P 3130 VERONA AVE RESTRICTIONS. SEE DRAWING N0.7001 13 J (J65. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN $Y E6.. MATERIAL 3 3 3 -DRAIN BASIN l0 BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MA IN WHICH DRAWN BY EBC MATERIAL 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIE T AW. RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3V2 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL iNALL), OR, POSSESSION OF THIS PRINT DOES NOT CONFER. DATE 1-23-06 PHN (770) 932-2443 RESTRICTIONS. SEE DRAWING NO. 7001-110-066. OR POSSESSION OF THIS PRINT DUES NOT CONFER, DATE 03.25-10 PHN (770) 932-2443 ,.,. N-12 HP. & PVC SEWER (4" - 24"). T'R'ANSFER, OR LICENSE THE USE OF THE DESIGN OR N l last FAX (770) 932-2490 ,1 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TU m TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 1 � N It last FAX (770) 932-2490 y' 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE Y TO 360'. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.tNAME e% www,nyloplast-us.carn ASTM ,03212 FOR CORRUGATED HD' ]_ (ADS N-121HANGOR DUALWALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED 8Y NMH PRO.lECT NO.INAMEwww,nyloplast-us.coni . MINIMUPd9 ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-0Q REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE N-12 HP, & PVC SE'ir`ER 0" - 24"). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 121'- 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 DRAIN BASIN WITH STANDARD GRATE 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 364'. TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 DRAIN EASIN WITH DOME GRATE 7 - 8" & 10'" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PFRMISSION FROM NYLOPLAST 0,,n:i nYi OP; AST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV H PERMISSION FROM NYLOPLAST, c2C11 NYLOPLAST 1 DWG SIZE A I SCALE 1:40 SHEET 1 OF 1 DWG NO, 7001.110.397 REV D L G / FOR ALL BENDS E SECTION 1-1 WIDEN TRENCH ACCOMMODATE ANCHOR IF REQUIRED, IG AS RED Lj FOR TEE OR WYE FITTINGS 45' max L 1 SECTION 2-2 PIPE SIZE DEGREE OF BEND BEND DIMENSIONS (FEET) VOL. CU.YD. TEE AND PI UGS (FEET) VOL. CU.YD. L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2 00 2.25 2.50 0.15 �.... 5.0 2.00.. ....111....1. ................. -. 90 ...... .......... 3.66 ...........2.50 3.16 .............0:.1.. 3.21 ............................... 0.48 - .......................... ...... ............. .................... --............... 8„ 45 2.66 2.66 2.77 0.26 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 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 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. 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 -� --ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE I I 2500 P.S,I, CONCRETE 4 2'x 2' BEARING AREA THRUST BLOCK 4 a a a a 4 a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-9975 OR EQUIVALENT) 3" CONCRETE COLLAR `--CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale E cry O N o N r_ E w ui Q til Lu O �,�_, d<JU00 J - Lfj ryH p N C7 Lu N d O �X < W ai c�Q =3 ,:J- 1= U j Ln H- a C un rn -J v M fl- .I - co _J C) w ur J CD Z) O ry I- W W_ U Q z O L0 0 DATE 10/22/2018 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 0 z m O v� iu s 0 u� 0 0 - co 2 0 CI W ///// 0 F_q Q) > ® c c>3 = z Lj a Q v ULij.� Q LU O !Y L)ui O C� Z J (1) 0 L1J a o z � o -a c c>3 � d o ::) U Oz c (.7 U) Z 0(DU) X I- o 4- 0 O O O O O � v X O O U p i CO C O � U FD O E U � N � CO •U JOB NO. o c � O 40241 U 0 SHEET NO.T o C1.,2 �� KeOTAR6 K' I Lic, IN -a. 04020485 f '7 1 W22/1(5 C, m E ® 0 U N N < 0 > E E uj < LL LL, t LU < J U c0 _5 —Lr) P-1 CD M CL > (::) (D UJ 3: 0 X U-) u > < Lq to Lr) LU U) 00 __j C) LU LU U� IY 0 (D D 0 LU U LU Is DATE 1012212018 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' 2 40' co 00 z SCALE 1 "=20' O O O O L2 0 Lr) 0 (D -j > C) < t! 0 U0 0 (1) 0 u Lu (3 < 1_4 0 ry LU cl) 0 Lr) —j < 02 n 0 ::) 0 0 vJ SO O O x c: 0 cu OE 0 -0 JOB NO. 0 .2 40241 SHEET NO. C2. 0 v s A `Ry 6v Q Lic, No. 01-40,20-18507 *T 212 1 b 10, 2 DATE 1012212018 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' O Q) 0 �2 co O O cu O < 1--i z < > z 0 0 U P-1 0 ui _j 0 -o n < 0 Uj LU 'D -j in 0 2i < ui 0 2E EO O n 0 Z) 0 0 Z 0 Q) X 0 0 Q) o 2 X Q) 0 (D cu Q) 0 0 -0 To 1E 0 JOB NO. 0 40241 m ca O0 0 SHEET NO. 0 C2. 4, N IV 00 co v s A `Ry 6v Q Lic, No. 01-40,20-18507 *T 212 1 b 10, 2 DATE 1012212018 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' O Q) 0 �2 co O O cu O < 1--i z < > z 0 0 U P-1 0 ui _j 0 -o n < 0 Uj LU 'D -j in 0 2i < ui 0 2E EO O n 0 Z) 0 0 Z 0 Q) X 0 0 Q) o 2 X Q) 0 (D cu Q) 0 0 -0 To 1E 0 JOB NO. 0 40241 m ca O0 0 SHEET NO. 0 C2. 4, Nil, 4, SCALE V=20' co 20' 40' 00 'A z v s A `Ry 6v Q Lic, No. 01-40,20-18507 *T 212 1 b 10, 2 DATE 1012212018 DRAWN BY C. GA YNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' O Q) 0 �2 co O O cu O < 1--i z < > z 0 0 U P-1 0 ui _j 0 -o n < 0 Uj LU 'D -j in 0 2i < ui 0 2E EO O n 0 Z) 0 0 Z 0 Q) X 0 0 Q) o 2 X Q) 0 (D cu Q) 0 0 -0 To 1E 0 JOB NO. 0 40241 m ca O0 0 SHEET NO. 0 C2. I L m ROUTE Club Drive PROJECT Keswick Hall Spa DESIGNER: CG CHECKED: DATE 10/22/2018 UNITS ENGLISH .......... ........._..... PIPE INLET _.....__....... 1111..... '1111 1111..... 1111 TO POINT DRAIN. 111_1.. 1111..._..._ AREA d d C CA IIvCRE-ACCUN-1- '�-IENT ULATE.D ....:1111 ... (S' _ (6) U W z z x w C4 v 3 o Fw i w 0 W F w w F, u w d Q NORIM AL FL.tI�L' Depthof A_feacd Hni N'll Flow, clef Flow. An ..... Ft. sgFt Ft_ Ft'Se€ (16) jz 7z O FLOW .........1111 TIME Sec. (17) 1111....... 1111...... REMARKS (I8) NO- .......... REFEREiNCF STA. ..... ........... ........ 0) REFERENCE .....1111. STA. .. ... ...1111. "�" Acte "C" (,4) ¢ qf: a� > z 0,00 Sag Inlets Only 5.40 6.41 (1100 0. x z a �n a S&Olf 0.01498 z v 114 Dl -3C 6.000 0,93 1.15 0.42 8.54 0 4 0 0 104 102 (15) 0 003 (16) 0.100 01.00 5,28 6.45 0.€)0) 9.83 416.89 415.98 60,45 (}.01505 18 Circuku 1 13.96 0.00780 0.93 1.15 0.42 8.56 Back/Lt. 7:06 18 105 0.000'RICATI 0.200 0.74 0.148 0;283 0,00 0:00 ?o 6.48 0.00 9.83 21.07 416.99 74.14 0.055€13 Is Circular 1 26.70 0.00780 0.63 0.7€3 0.33 13.96 3,65 5.3.1 0.00 8.0001 SWM 3t)t1i 106 0.161 fI.(Jt0,000,00(1.0€1 Ahead/Rt. 0,00I07 426-115 S.fIO €J -i)(19.83 134 425.760 €21.50 0.148 4 0.592 0 Cirt�<I<r 0.0010 0.0229 6.992 2.000 028604 0.0833 3.63755 1,95 3.45 Pre,'sureFltw 109 SWNl4Out 10k1 YES 0.00 0-038 0.030 0.00 5,00 O:UU 0.00 t3 124:98 Ahead/Rt. 75,5 -8 0,08256 15 Circular 1 207.11 0.001802 0. '_ 0.25 0,19 11.69 0.592 0.0010 0.013 Ill 112 SWM 4 I 0.008 0.030 426.368 0.00 0.15 5.12 6.50 6 0.97 425.66 0.592 25.93 1.074 0.183 0.01525 12 3.074 3.907 Weir Flow 116 DI -313 4.000 O3 601 0.230 0.68 0.1564 1I<i 1.12 428.047 0_10 0,74 0:15 OA5 5.00 6.54 0,0?0 O.9' 426.05 425.?6 29,00 0).01700 12 Ctt'cul<u' T 3.56 00(}070 034 0.24 0,19 I.04 0.60 7.09 0.163 115 110 SWM 41n 426.187 0.23 0.000'RIGHT 0.16 0.16 0.156 4 0.624 0 0.624 0.0100 0.0227 3.474 2.000 0.57571 0.0833 3.6696 0.970 3.45 0.1439 0.1623 4.574 4.000 0.875 0.976 0.609 0.015 2.401 429.300 03.43 0.55 0.24 €).53 5.11 6_51 0.00 3.46 424.60 424.39 41.30 0,005€18 15 Circular 1 4.99 0.00250 0,7? (}.79 0.35 4.39 1.07 9.41 123 124 1212 0.0'' 0,90 0.06 03.06 5,00 6.54 0,00 0.41 4'5.5? 42-5,35 21.40 0,01028 6 122 DI -9 2.000 0.00480 0.430 0.55 0.2365 3.37 0IAS 6,35 0.028 Ia -6 I�6 I2G 7 fl. -It' -"s 4...5 � 0.2.. � 0.2. 5.€if3 z ...0-#- 11 U.)i 1.17 2 - -t 1_�6 7: - -i�-I,,tJ 7 . , 1�.I. €i.0ti�1?1 - 5 1. Circular i X1.43 - , 0.000.#3 0.=1�1 ; tl.-8 l: C1.�-t Back/Lt. � 0..8 =1.18 0.000'RIGHT 132 SWNI3In 0.237 4 0.948 0 0.19 0.001 0.0390 6.456 2.000 0.30979 0.0833 2.1359 0.010315 3.06 Circular, 3.,S9 0,00100 0.38 0.28 0-21 1.38 O.68 7.66 1/3 134 132 Back/Lt. 0.07 0,61 0.04 0,0 5 524 6,47 0.001 0 4 0 0 0.00993 12 circtlm 1 3.85 0.00010 020 0.11 0.12 3.02 0.34 14.66 1 136 131 0-01 1 0.90 €1.Oi €3.01 5.00 I 6.54 0,00 Ahead/Rt. 425.82 1 425.56 1 25.83 0.01007 1-) Circular 1 3.87 0.00000 O.Of) 03_03 0.948 0.001 1 0.14 I:121 2.000 2 0.948 1.981 0.312 5.980 4.233 Weir Flow 126 DI -9 2.000 0.420 0.55 0.231 Back/Lt. 0.000'RIGHT 0231 4 0.924 0 0.001 0.0208 10.143 2.000 0.19718 0.0300 1.44231 2.22 Back/Lt. 0 4 0 0 Ahead/Rt. 0.924 0.001 2.000 2 0.924 4.051 0.166 6.771 16.231 T > 8.0 ft 132 DI -9 1.250 0.240 0.57 0.1368 0.000'RIGHT 0.137 4 0.548 0 0.548 0.0100 0.0460 2.550 2.000 0.78431 0.0833 1.81087 0.992 2.90 0.1206 0.1657 4.278 1.250 0.292 0.993 0.544 0.004 2.303 134 DI -9 1.250 0.070 0.61 0.0427 0.000'RIGHT 0.043 4 0.172 0 0.172 0.0100 0.0430 1.495 2.000 1.33779 0.0833 1.93721 1.000 2.97 0.1236 0.1666 2.620 1.250 0.477 1.000 0.172 0.000 1.494 136 DI -9 1.000 0.010 0.90 0.009 Back/Lt. 0.000'RIGHT 0.009 4 0.036 0 0.001 0.0208 3.041 8.000 2.63071 0.0209 1.00481 2.01 Back/Lt. 0 4 0 0 Ahead/Rt. 0.036 0.001 1.000 1 0.036 0.293 0.166 2.544 1.175 Weir Flow .......... ........._..... PIPE .............. _ 1111.... i...... ._............ FROM POINT _.....__....... 1111..... '1111 1111..... 1111 TO POINT DRAIN. 111_1.. 1111..._..._ AREA RUNOFF OFF .. 1111....... COE-FF. CA IIvCRE-ACCUN-1- '�-IENT ULATE.D ....:1111 ... (S' _ (6) TOTAL 111_1..... 1111. 1111... INLET TENIE . ......... Minutes (7) RAIN 1111.. 111.........1 FALL ........... 1111 In Hr 58) RUNOFF I1 NTRT ELEVATION Lateral TotAQ UPPER LO_%VER _ ......... E.IND END ....1111. 1111.. CTS CFS (9) (10) t11j LEi\GTH 1111..... ....... o!Plpe Ft. (12) SLOPE .. ....1111... ......1111. Ft. /Ft (13) SIDE .. ............. 1111... (Dia. Or SPau:Rise) In. (14) SHAPE 1111....... 1111... .. I�t"rnber 1111..._ .. of Pipes Capacity ...................... CFS (.15) Friction ...... ........... Slop e Ft../Ff. NORIM AL FL.tI�L' Depthof A_feacd Hni N'll Flow, clef Flow. An ..... Ft. sgFt Ft_ Ft'Se€ (16) T;il .. Ft. FLOW .........1111 TIME Sec. (17) 1111....... 1111...... REMARKS (I8) NO- .......... REFEREiNCF STA. ..... ........... ........ 0) REFERENCE .....1111. STA. .. ... ...1111. "�" Acte "C" (,4) 101 102 107#) .......... Vci. 0,00 ......................... Vi 0,00 0100 5.40 6.41 (1100 9.83 415.58 415.01 S&Olf 0.01498 18 C'ircuda I 13.93 0.00780 0,93 1.15 0.42 8.54 Z,06 680 (12){1-1) 103 104 102 (15) 0 003 (16) 0.100 01.00 5,28 6.45 0.€)0) 9.83 416.89 415.98 60,45 (}.01505 18 Circuku 1 13.96 0.00780 0.93 1.15 0.42 8.56 2.07 7:06 18 105 106 103`1 0.453 0.00 0;283 0,00 0:00 ?o 6.48 0.00 9.83 21.07 416.99 74.14 0.055€13 Is Circular 1 26.70 0.00780 0.63 0.7€3 0.33 13.96 3,65 5.3.1 0.00 8.0001 SWM 3t)t1i 106 0.161 fI.(Jt0,000,00(1.0€1 0.081 0,00I07 426-115 S.fIO €J -i)(19.83 134 425.760 €21.50 =121.17 65,04 O.t}05€7 1) Cirt�<I<r 1 ).1t} 0.03(378( 1.59 1_ '1 0.35 5.56 1,95 IL69 Pre,'sureFltw 109 SWNl4Out 10k1 YES 0.00 0-038 0.030 0.00 5,00 O:UU 0.00 t3 124:98 417.76 75,5 -8 0,08256 15 Circular 1 207.11 0.001802 0. '_ 0.25 0,19 11.69 2.44 6,47 0.013 Ill 112 SWM 4 I 0.008 0.030 426.368 0.00 0.15 5.12 6.50 0.00 0.97 425.66 425.40 25.93 0,01003 0 12 Circt.tlar 1 3.87 0.00070 0.34 07.24 0.19 4.10 O3 601 6.33 0.054 1.1:3 1I<i 1.12 428.047 0_10 0,74 0:15 OA5 5.00 6.54 0,0?0 O.9' 426.05 425.?6 29,00 0).01700 12 Ctt'cul<u' T 3.56 00(}070 034 0.24 0,19 I.04 0.60 7.09 0.163 115 110 SWM 41n 426.187 0.23 01.68 0.16 0.16 ti0 6.54 01100 1.112 126.38 426.24 27 .00 0.0019 12 Circular 1 "8 C#.0(3t}70 0.42 0.31 rJ.22 3:2' 1 0.59 8,16 YES 121 122 SWM 3 I 429.300 03.43 0.55 0.24 €).53 5.11 6_51 0.00 3.46 424.60 424.39 41.30 0,005€18 15 Circular 1 4.99 0.00250 0,7? (}.79 0.35 4.39 1.07 9.41 123 124 1212 0.0'' 0,90 0.06 03.06 5,00 6.54 0,00 0.41 4'5.5? 42-5,35 21.40 0,01028 6 Circtlliu 1 0,62 0.00480 0.30 0.12 0-14 3.37 0IAS 6,35 0.028 Ia -6 I�6 I2G 7 fl. -It' -"s 4...5 � 0.2.. � 0.2. 5.€if3 z ...0-#- 11 U.)i 1.17 2 - -t 1_�6 7: - -i�-I,,tJ 7 . , 1�.I. €i.0ti�1?1 - 5 1. Circular i X1.43 - , 0.000.#3 0.=1�1 ; tl.-8 l: C1.�-t 7 �.i7-. � 0..8 =1.18 151 132 SWNI3In 0.2.4 0.57 0.14 0.19 5,48 6.39 0.00 121 424:92 424.58 3+.51 0.010315 12. Circular, 3.,S9 0,00100 0.38 0.28 0-21 1.38 O.68 7.66 1/3 134 132 0.07 0,61 0.04 0,0 5 524 6,47 0.001 0.34 42.5.46 425.02 44.29 0.00993 12 circtlm 1 3.85 0.00010 020 0.11 0.12 3.02 0.34 14.66 1 136 131 0-01 1 0.90 €1.Oi €3.01 5.00 I 6.54 0,00 0.06 425.82 1 425.56 1 25.83 0.01007 1-) Circular 1 3.87 0.00000 O.Of) 03_03 0.06 1:52 1 0.14 I:121 INLET .............. ........... OR .JUNCTION STA.. ............. ............ INVERT EL. ............... ............... OUTFLO'N FIFE DEPTH C?UTLE1 DIA. DESiGl1 LEITH FRICTION FRI ZION C tr. Vo Ho (Fte,'M) JUI IOTIC7N LOSS SKEW _ Bend Angle K H (Ft/lv3) Sum HL (FLIM) SURFACE FLOW Adj. HI 1.3 Ht (FUM) Inlet Shaping? Y/N 0.5 171 (Ftlivl) FINAL H (Ft'M) Inlet Vater Surface Bevation Top of t0H Top of Inlet .........11 11 Elev. APPROX. Adjustment? _1111.. .......... OF FLOW ................. OUTFLOW RPE WATER .. 1111.. ............. St-RFACE R Et7. PIPE ................... DD (Itttrtn) DISCH. ............ 00 (CFSI'r"I,IAS) PIPE .................. Lo (FUM) SL OPE, Sfo ............... .............. (FTIFT) (hVlvl) LOSS ......... Hf (Ftflvlj .......... Vci. Contr. ............. 1111. Ho (FUND, ......................... Vi ................... VI*2/Zt Hl (Expn) ............... 0.35*MAX. (V02g) SKeN .. ........ Angle .............. ..................................... K Bend H (Ft/Nf) Sun; 1111.. 1111 HL (Ftalvl) SURFACE FLOWN (1) (2) SII (6) (3) (4) (5) (6) (7) (6) (9) (10) (11) (12) (12){1-1) 98 1 (14) (14) (15) (16) (16) (16) (16) (17) (18) (19) SWM 4 In SWM 3 In 415.000 2 -year storm :10 -yea, storm 102 415.010 1.50 416.2103 18 9.8303 58.07 0.003780 0.453 81543 0;283 8.558 428.000 426.000 0.0 112 132 425.400 424.580 1.00 426.000 12 1.213 33.51 0-00103 0.035 4.376 0.074 3.020 0.142 8:050 0.0 0.00 8.0001 0.124 0.875 0.161 YES 0.081 0,115 426-115 429.750 O -K: 134 425.760 425.02€3 1.00 426.115 12 0.338 44.29 1 0.00008 0.004 3.020 1 0.035 1.817 0.051 0.018 0-0 0,00 1 0.0100 0.053 0.278 0.069 YES 0-035 0-038 426-153 430-9030 1 O -K. 136 0.924 425.560 1.(10 426.360 12 0.0359 25.83 0,00000 0.000 1.817 0.013 0.000 0.000 MOO 0.0 0.00 0.000 0.013 0.059 0.017 YES 0.008 0.008 426.368 429.8203 O.K. 01.000 426.240 1.00 428.0001 12 1.021 27.003 0.00073 0).0120) 3.2701 0.042 0.0007 07"0030) MOO 01.0 0.070 MOO 0.042 1.021 0.054 YES 03.0127 0,047 428.047 430.800 OX, 122 424.390 1-25 426.0001 15 3.457 41.30 01.00255 03.105 4.389 0.075 1046 46 0.144 0.050 0:01 0.00 0.000 0,125 1.542 0.163 YES 0.081 0.187 426.187 427.550 OX. 124 0.530 425.350 0.50 426.187 6 0,412 21.40 0.00480 0.1033 3.368 0.044 03.000 0.0030 0.000 0.0 0.00 0.000 0,044 01.000 0.044 YES 0-022 0.125 426.312 429.300 C.Q.K. 126 424.7003 1.25 426.187 15 1.165 12.73 0.00034 t70.004 3.0146 0.036 0.000 0.000 0-000 0.0 0.00 0.000 0.030 1.165 0.047 YES 0.023 0.028 1 426.214 427.550 0. K. .......,,, „_..._....... 1111... _1111 1111 .... ............... ._........... 1111 ........ .. ............ ..........,. ...,..,.,... 1111... ........ ............. ... 11_11 ......, _1111.._ 1111.. .. ........... ......_....... ......... 1111. _1111. ............ 1111.. 1111....... LD -347 PROJECT: Keswick Hall Spa DESIGNED BY: CG HYDRAULICCRA tie L iNEANALYSIIS -.......... .................... .. ................ 1111 ........................... ............................ ........... ............................................. ........ 1111... .. ......... .:......... ......... 1111. .. ........ 1111. 1111. Checked ............... INCIDENCE PROBABILITY 10 `lean INLET OR JUNCTION , STA. _. INVERT __1111... EL. OUTFLOW PIPE DEPTH OUTLET DIA. DESIGN LENGTH FRICTION FRICTION C tr. Vo Ho (Fte,'M) Jill 'TION LOSS SKEW _ Bend Angle K H (Ft/lv3) Sum HL (FLIM) SURFACE FLOW Adj. Ht 1.3 Ht (Ftflvi) inlet Shaping? YIN fit 5 Ht (FtRA) FINAL H (170A) Inlet .Dater Surface Elevation Top of MH T`ro of Inlet Eley. APPROX. Adjustment? OF FLC�t?V _.._ OUTFLOW PIPE WATER _.. SURFACE ELEV. PIPE __1111._.. Do (Inlmrn) DISOH. _._......... Oo (CFSI01v3S) RPE La (FtllvT S€ E PE S#a _.._ (FTiFT) i(ivlitil) LOSS Hf (Ft4vJi eta Contr. _ 1111. Ho (Ftfl'vt) . Vi VIx212g Hi (,F�:pn) 0,35'IMX, (VJ212g) SKEW Angle K Bernd H Ft/ M) .urn HL (Ft:'A (1) (2) (15) SII (6) (4) (57 (6) (7) (8) (9) (10) (11) Tri (12) (13) 98 1 (14) (15) --g5 (16) (16) (17) (18) (10) SWM 4 In 415.000 2 -year storm :10 -yea, storm 102 415.010 1.50 416.2103 18 9.8303 58.07 0.003780 0.453 81543 0;283 8.558 428.000 03.398 0.0 112 0.0100 425.400 1.00 428.000 12 0.0613 25.03 0.00066 0.017 4.€396 03.065 4.0301 0.260 0,091 13.0 0.00 0.000 0.156 0.0700 0.156 YES 0.078 0,095 428.095 430:800 OX. `114 0.000 425.760 1.00 428.095 12 0,968 29.00 0.001066 0.019 4:0391 01;065 0.0010 0.000 MOO 01:0 0,00 0.000 0.065 0-968 0,084 YES 0.042 0,061 428.156 430.8001 O.K. 01.00 MOO 0.924 0.000 0.924 YES 0.462 1.040 421.7030 429.2007 0, K, SWlr/I 3 C3ut 421.1703 1.50 422.670 18 9.8303 65.04 0.010780 0.507 5.563 0.120 0.0001 01.0010 0.000 0.0 116 01.000 426.240 1.00 428.0001 12 1.021 27.003 0.00073 0).0120) 3.2701 0.042 0.0007 07"0030) MOO 01.0 0.070 MOO 0.042 1.021 0.054 YES 03.0127 0,047 428.047 430.800 OX, INLET OR JUNCTION _ .TA. INVERT EL. OUTFLOW PIPE DEPTH . OF FLOW OUTFLOV.V PIPE ......... i MATER SURFACE ELE'j. DIP. ........ PIPE Do (himtrt) DESIGN Ol5„H 0.o (CFSICiIVS) LENGTH � PE (Ft/Ittl) FRiGTl31 SLOPE. Sfo FTIFT) (itxlINT1 FRICTION LOSS Hf (Ft/101 C tr. Vo Ho (Fte,'M) JUNCTION LO . .......... 1l .l., E...n..'. Vi Vr212g 0.351VIAX. (Vi212g) SKEW _ Bend Angle K H (Ft/lv3) Sum HL (FLIM) SJRFACE FLOW Adj. 1. Ht (Ftll+A) Inlet Shaping? Y/N n S-11 11 Ft (Fta€.Ti FINAL H (FtW11) Inlet _i1111ater Surface Hevation Tao a€iv1 f v of"let _ Bate_ APPROX. td' stant? (1) (2) to-- fir (3) (4) (5) (6) (7) (8) (9) (10) (11) il.Eiti (12) (13) -. 3q (14) (15) SII (16) (16) (17) (18) (19) fi .r 100 ox, Tri oS fig_: 98 1 9$ --g5 E D.A.A 415.000 2 -year storm :10 -yea, storm 102 415.010 1.50 416.2103 18 9.8303 58.07 0.003780 0.453 81543 0;283 8.558 1.137 03.398 0.0 0.00 0.0100 0.681 x0.000 0.681 YES 0.341 03.794 417.0014 419.6305 0. K. 1034 415-980 1.50 417.180 18 9.830 603.45 0.00780 0.472 8,558 0:284 13.956 3.024 1:059 0.0 0.00 0.000 1.343 .0.000 1.343 YES 0.671 1.143 418.323 425.9603 0. K. 106 416.990 1.50 418.323 18 9.8303 74.14 0.00780 0.578 13.956 07.756 5.863 01.481 0.168 0.03 01.00 MOO 0.924 0.000 0.924 YES 0.462 1.040 421.7030 429.2007 0, K, SWlr/I 3 C3ut 421.1703 1.50 422.670 18 9.8303 65.04 0.010780 0.507 5.563 0.120 0.0001 01.0010 0.000 0.0 0.00 01.000 07.120 0.0070 0.1207 YES 0.0160 0.567 423.237 426.000 O,K1 1 -t'e'ar storm 2 -year storm 1t? -year storm r RV3evekxne�} (wri�L"rshPd-ddirt}) with no Runoff Reduction �VneveoprJ.(viatershed-inrNwith.RunoffReduction Adjusted CW ss ............... ss SW1'>:1 4 Oilt 417.7607 1,25 418.760 15 2.9303 1 75:58 0.00183 1 07.138 11.688 0,530 0.0300 0.000 0.0003 0:0 03.003 0.000 0.530 0..0030 01.5301 YES 0.265 1 0.404 1 424.322 428-000 1 0: K. Runoff Volume and Curve Number Calculations Enter design storm rainfall depths (in): 1 -year storm 2 -year storm 10 -year storm x 92 i 3 � x,35 Drainage Area Curve Numbers and Runoff Deaths* Drainage Cttrve numbers (CN, C/Vattj) Oaf d futwff depths _ (RV,,._ {a:=r}S Lire'. roti puted with and witPpout. reflurtion practkes Drainage Area A Drainage Area A A Solis $Solis C Soils D Soils Area to aefal air a_ NI f-ar strrJpPr `„ace i:fld15tU1�ier:, r iuteeteC Area tacresj :� UEy2 r},IIp_ :: s:,£iQ fJ,€37 :: j'i.f)1) rtunaif J forestlope7 5paceor--reffr.estMlard CI.• C2 to-- fir fi Iii Via] ivianliged : uif C�. tunr ee, gcatjedfoi y, ,fds or ""her Alen (ares} Managed Turf -- distwbed, grade=d for yards cr otr%Er Area iactesJ 't7 £•£r Zt tTt} il.Eiti II>�3 ;i;'i tv i:e ?si6e•,edfrisana;ed Gad -. 3q 6.'.:: 7a SII Afea'tacfesr mpervlaus Cover S.i f?II �: 3.GA II,UCJ fi .r ox, Tri oS fig_: 98 1 9$ --g5 E D.A.A 1-yearstorm 2 -year storm :10 -yea, storm RVp_jo,,d (watershed-fnrbJ with no Runoff Reduction 1 SS RV,ucmetoged (watershed -rush) -with Runoff Re'cluct'tors` 1 £t I8$ 3A3 Adjusted C3i Es ss' s3 "Se,e Notes obb've [Drainage Area $ A Soils a Sails C Soils D SolI$ TOW An rom vopee spacee uf'dsstiif.ted pfotectcd Ama ta.cfe + foe r/ery n Fpace er lefo;7 st2c :and CA '7 Vol ivh-naged u? f-e„f,;:t.d, .ade'jfmyardsarod-'er A.'aaiactes} IItsf a£?fs: ,IIII s,;6II wrf to l,e ;mo%,:ed/mandgeii f<f 84) mi envious. Coefer Area is crest CN 98 0 1 -t'e'ar storm 2 -year storm 1t? -year storm r RV3evekxne�} (wri�L"rshPd-ddirt}) with no Runoff Reduction �VneveoprJ.(viatershed-inrNwith.RunoffReduction Adjusted CW ss ............... ss "See Notes dh'ove vdatersfsed^(Hili RV with Hsi Runoff iYeductia IIeveiagek ( .� n RV, j,, (watershed -tach; with Runoff Reduction* Adiusted Cid" Drainage Area 8 Drainage Area Curve Numbers and Runoff Depths': Curve numbers (C/V, CNradj) and runoff Ldeptdas (��xr..rd� are computed with and without redaetica{a p f attires. Drainage Area A .ager,' .,,t -nils tx rheLt, graded rarydrds m other A 5o s B Soils C Soils D Soils Area to !a"%pery€aus Cuter a_ NI `rotas Ao f"Of2S#fQjieff'spac, -- lif:dtS#'S flle�: ,.^�rot'ctel: Area:taCi'P_5 :;II rhe} j{.Gfl' :: j'i.f)1) $I,fjJ [{U72D1� fb,est/a en space arrefcestei iard 55 Iii ?7 -: Vrzi Managed Turf -- distwbed, grade=d for yards cr otr%Er Area iactesJ 't7 £•£r fl.{:t1 il.Eiti II>�3 #urfto he movtedf£mnag@d CN - 61 A3:.a'13CiEs} ^3,' ox, 'irtipe :SOUL CEtt.f --g5 CN -,A vdatersfsed^(Hili RV with Hsi Runoff iYeductia IIeveiagek ( .� n RV, j,, (watershed -tach; with Runoff Reduction* Adiusted Cid" Drainage Area 8 Adjusted C -W RaiestJUpEi3Saace--(:sistabed,a0fected >i:a{a, fore {{ryer spacc rr reio e ted 2ar;;t CR. .ager,' .,,t -nils tx rheLt, graded rarydrds m other Asea ia< turf -to Fx.tttrweslr`rrsaraeo Cfd Area to !a"%pery€aus Cuter a_ NI Rtii" Q (w[rtershed-7nehJ with no Runoff Reduction' RV avoterrhe l-tn h with Runoff Reduction, V xeapea (watershed -inch) with no Runoff Reduction' fsi 3� f3 (wofershed inch) with Runoff Reduction" Adjusted CN' 45ia1'vates cabcsve Drainage Area D Adjusted C -W Forest/Opeftspace - ar;distut het,. prdtEcted.. See t tes above Drainage Area C Cil Forest/Open so'ce urdis#usaed, ; mtr;_ied ma;a{ Area ta,^resj fore5f/ayn space ar refwr ste6-;and D", PAnzgedTurf dist(r, d gzi e6 for yards orather .Area acres}'. tsar; to FIE moiredjinanag ed CN Impervirrus Cuver _Areat;acrest V xeapea (watershed -inch) with no Runoff Reduction' fsi 3� f3 (wofershed inch) with Runoff Reduction" Adjusted CN' 45ia1'vates cabcsve Drainage Area D Forest/Opeftspace - ar;distut het,. prdtEcted.. Atea {a<. f.,esfln;.rr s pace w?and Cil ti4o-naged'Tusi distubed, graded for iY,ards ma;a{ tuff to be m wedatnar. ged Citi 2a tu[ IittL`er:iDtK E.bVef GYd V terateriheri•#ni& i5 R €Jeveb¢ed ( ) with h n Runoff Reduction* RVeevdzgeJ (watershed -inch) with Runoff Redcart icxn Adj usted CS'd'' *Sen above A Soils I a Soils I C Soils I D cNin.as A Soils I H Sails I C Soils I DSoils CN a:a 2-yearstorm 3p -year storm Is I (soils DSoiis CNIDA earstorm 2- ear storm 1Q- ar storm y v@ POST -DEVELOPED CN REDUCTION CALCULATION - ANALYSIS POINT 1 100� ,,��yy,, !� <�=. •tom ZZ ,, S �X' ' t_ rE\.r3.i.: W r s4 h- P t.11'Al Lic, No. 0z'0204850' .A � E � o N � N Q o LU a) 4✓ LU LL LU 0 LU U co ui J - Ln H a- > CD N N U LU zH 4 iJ] p x CY ILL V) _ N _ >Ln Q c Lr) O N CO W J ® W vi 0 U 0 ry 2 f-- W W U Q z (n 0 z 0 CL I..L U (n W z 0 H W sY W Q DATE 10/22/2018 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A O ai O N O to O W O a < U ro O O a n s a --i in LLJT i z o m O r j W a LD:3O 37 2 LIJ 0- W Q a� E 2 may° O "`�� r U) Z 75 O o 75 a X o o o 0 O v O O U r � L m u, cu � 0 � U r r... N O E� U � N � •U JOB NO. 0 � U O 4024.E U 'L7 O to 0 SHEET NO. O J� Q 0 6. 1 W 11 -11 - - 11 ;5 V (J CP? NIG 1W. 1r, K(TTA-RSKM 1ic, No. 040204 307 10122,111b Cyd AL E DATE O cm 0 U 10/22/2018 DRAWN BY C. GA YNER DESIGNED BY 0 A. ALLISON CHECKED BY < 0 C. KOTARSKI SCALE ill =20' > E E LU LL LL Lu 0 LU U 00 — Lri ri C) M C) r�4 LU Z fox 0 < nQ V) u 3:> Ln F- < . U) c: U) LU 0 m Z N 0 U') (U ry) 't*- 0 00 -j H Ul) C) uj > LU ui 0 (D Z:) 0 F- r) LU V LU 0 U) IL -6 f > Q) 0 4 cu 0 0 - CL < < CL CL < 0 < 75 c/ > CB U) 0 0 u u LU LLJ � < -o a- < Q) Z) 2 (D ED uj 0- 3: Q) w z J37 a) C) 2:E 0 2i uj < 0 E Q 0 0 cr (D Z 0(i) 2 " 2i x 0 E 0 0- 0 x 0) 0 Z3 CO 0 -0 JOB No. 0 (n U).2 40241 M U) U) r- ,- 0 SHEET NO. C6.2 DATE O 10/22/2018 DRAWN BY C. GA YNER DESIGNED BY 0 A. ALLISON CHECKED BY C. KOTARSKI SCALE ill =20' IL -6 f > Q) 0 4 cu 0 0 - CL < < CL CL < 0 < 75 c/ > CB U) 0 0 u u LU LLJ � < -o a- < Q) Z) 2 (D ED uj 0- 3: Q) w z J37 a) C) 2:E 0 2i uj < 0 E Q 0 0 cr (D Z 0(i) 2 " 2i x 0 E 0 0- 0 x 0) 0 Z3 CO 0 -0 JOB No. 0 (n U).2 40241 M U) U) r- ,- 0 SHEET NO. C6.2 S n U �O ry O of O CO L z Q T ro 4- � O rs � S= � no ::) U O Y C7 C� Z Ov 0- x N N O O O O_ OO y CL O � > to co O U O O O U O to U � L O O E U � "O = N � f4 �U O � N O O U O I 4 L N v O �j 7 v O Q L co L O v Q) O 70 c (10 tf cu 0- L O y O 16 I To n (D :D 0y Ldp 2 Q - z 0 0 C: E (D CL 0 Z) 0 C) ry CD Z U) 0 2E 0- 2E x Q) O E 0 0 0- a) cu X (D 0 (D O 5 CO c 0 0 0 E -0 0 -0 0 CU 0 -0 O 0 0 .2 -a to (D Q) := E In 0 - LO LO C6 0 N C6 v 0 U O D I- i 3 0 E 0 2) L 0 c - LU _V) v 0 J 0 0 V) 0 0- V) 0 V) 0 CIO a� 0 Q U i o� 0 r U 0 0 f1 110 0 00 V) pAr PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES D ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS © GRANITE CURB - VEHICULAR THERMAL 7/1-2.00 VIRGINIA MIST © NOT USED -- -- -- OD PERMEABLE PAVERS - VEHICULAR TBD 9/1-2.00 PAVER SIZE & COLOR TBD O CONCRETE - PEDESTRIAN MEDIUM SAND BLAST 1 /1-2.00 INTEGRAL COLOR TBD T STONE PAVERS ON SLAB TBD 5/1-2.00 PAVER SIZE & COLOR TBD NOT USED -- -- -- O NOT USED -- -- -- CRUSHED STONE -- 2/1-2.00 #10 HONEY CRUSHED QUARTZITE. STEEL EDGE TO PERIMETER CONCRETE - VEHICULAR MEDIUM SAND BLAST SEE CIVIL DWGS FOR NOTES & DETAILS END GRAIN WOOD COBBLE TBD 10/1-2.00 SPECIES TBD CONCRETE CURB AND CHANNEL -- -- SEE CIVIL DWGS FOR NOTES & DETAILS WALLS, STEPS, BRIDGES SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES FOUNTAIN TBD 2/1-2.01 STONE TBD © NOT USED-- © STONE RETAINING WALL SPLIT FACE, THERMAL CAP 1/1-2.01 STONE TBD OD TIMBER BOARDWALK TBD L2.05 SPECIES TBD O FEATURE ROCK TBD 4/1-2.01 TBD T NOT USED -- __ -- BALUSTRADE - STEEL TBD 1 /1-2.06 STEEL RAIL. STEEL / FINISH TBD O BOARD FORMED CONCRETE WALL TBD 6/1-2.01 INTEGRAL COLOR TBD NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. NELSON BY R D 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: OCTOBER 22, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L I . 10 Q 4i C6 0 N ai 0 0 +- U O A V) L vi -F- 0 0 v V) O O ci �I (D V) 0 Q c� O i Q) 0 s Vi co O i 0 Q U v 0 i O i 0 a A U 0 0 L N O O 00 V) 0 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 CONCRETE PAVEMENT - PEDESTRIAN SCALE: 1" = 1'-0" STONE PAVERS ON SLAB SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 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 ADJ. PAVING VARIES, SEE MATERIALS PLANS HEAVY-DUTY ALUMINUM PAVER RESTRAINT, 21"X2 4'X 16" ANGLE, OR SIM PER MFTR, SECURED WITH 12"A' 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 '2' L2.00 N '6' L2.00 CRUSHED STONE PAVEMENT SCALE: 1" = 1'-0" NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN COMPACTED #10 HONEY CRUSHED QUARTZITE, PLACED IN (2) V LIFTS FILTER FABRIC N5" BLACK STEEL EDGING FLUSH WITH FINISHED GRADE LAWN COMPACTED AGGREGATE VDOT #21 A 15" TAPERED STEEL ANCHORING STAKES AT 32" O.C. COMPACTED SUBGRADE 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE'". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE SCALE: I"= 1'-0" "10. L2.00 SCALE: 1" = 1'-0" to] im WON 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 #8 AGGREGATE IN OPENINGS, TYP. END GRAIN WOOD COBBLES, SPECIES TBD #10 STONE DUST FILTER FABRIC COMPACTED AGGREGATE, VDOT #21 A, EXTEND 6" PAST PAVERS COMPACTED SUBGRADE ADJ EXISTING GRADE OR PLANTING BED -1 1- III _-=1 III III\ ==1 --1 -III III- III \1 I_I III III _I_I III= � III I I I-11 I I I 1 I I \III III_ STEEL EDGING SCALE: 1" = 1'-0" '"X5" BLACK STEEL EDGING W/ 16"X15" STL STAKES @ 18" OC, 8" OVERLAP OF SEGMENTS 2 CRUSHED STONE 1-2.00 PAVING NOTE: = \ SUBMIT SAMPLE OF STEEL EDGING TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION 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 GRANITE CURB SCALE: 1" = 1'-0" ,8. L2.00 NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN. 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, EXTEND 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 1-9/5.00 STONE PAVERS ON AGGREGATE SCALE: 1 " = 1'-0" 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 b' 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 MOUNTABLE GRANITE CURB SCALE: 1" = 1'-0" NELSON B Y R D .f. 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE DETAILS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,900 z I ,,— 8" SOLID BLUESTONE CAP, Q 36" LENGTHS OR AS NOTED ;,; Uj °- IN PLAN, THERMAL FINISH, ¢ Z EASE ALL EXPOSED EDGES n - 6" SPLIT -FACE STONE w O VENEER zw w V) REINFORCED CONCRETE FOOTING STONE RETAINING WALL SCALE: 3/4" = 1'-0" 12" COMPACTED #57 �O AGGREGATE cv , zI NOTES: 1. BOULDER SIZES AND SHAPES TO VARY. SEE PLAN FOR SIZE AND SETTING. LANDSCAPE ARCHITECT TO VERIFY FINAL LOCATION IN FIELD. 2. NO BOULDERS SMALLER THAN Y-2" X Y-2" X 1'-2" 3. BOULDERS LARGER THAN SHOWN IN DETAIL TO BE FIELD VERIFIED AND LOCATED BY LANDSCAPE ARCHITECT. 4. WHEN STACKING BOULDERS ON OTHER BOULDERS, MAKE SURE THEY ARE STABLE W/ AT LEAST 3 POINTS OF CONTACT. IF UNSTABLE CONDITION DISCOVERED, DRY PACK NON -SHRINK GROUT BETWEEN BOULDERS. 5. BURY BOULDERS APPROXIMATELY 1/5 BELOW GRADE AFTER REVIEWING IN FIELD WITH LANDSCAPE ARCHITECT. 6. TO AVOID STABILIZED SOIL FAILURE, DO NOT ALLOW STACKED HEIGHT TO EXCEED 20'. E a M 4 FEATURE ROCK DETAIL co L2.01 SCALE: 1/2" = 1'-0" 0 cv O 4__ U O 7D N NOTE: 1. SPLIT FACE FINISH ON ALL VERTICAL FACES. 2. SAWN FINISH ON TOP SURFACE 3. EASE TOP EDGES TO 1/4" R 0 L 0 FIXTURE, FOUNTAIN HEAD, AND PIPING, LOCATION OF SUPPORTING FOUNTAIN EQUIPMENT TBD SOLID STONE WITH 4" R EASED TOP EDGES #4 @ 16" DOWELS, FULL HEIGHT, WITH 12" ' HOOK IN FOOTING SMOOTH TROWELED FINISH AFTER REMOVING FORMWORK, EASE Lu , CORNER W/ PUMICE STONE TO 1/4" RADIUS 1, r v ¢ BOARDS IN FORMWORK SHOWN FOR U-6"REFERENCE, BOARDS SHOULD BE ROUGH o Q - --T ENOUGH THAT THE GRAIN SHOWS J /Z O > THROUGH w m - I: tE i. VD _/v b BOARD FORMED CONCRETE L2.01 WALL TYPICAL ELEVATION i'6 7} 2" C) 11#4 N,t 2„CLRo HORIZ @ 16" EA FACE { t n Q) O 2" CLR ;. m V)I p qq" CD U.1 a. 0 2 x - U 1! 00 4" DIA PERFORATED Ij #4 x 1'4' @ 16" oDRAIN ENCASED IN #57 CRUSHED STONE WRAPPED IN FILTER 1''0" FABRIC. DRAIN TO q I DAYLIGHT �3bry - o U t� NI (3) #5 CONT, LAP 2'-4" i 00 0 7 BOARD FORMED CONCRETE WALL DETAIL 00 = L2.01 SCALE: 1" = 1'-0" e z NOTE: 1. SPLIT FACE FINISH ON ALL VERTICAL FACES. 2. SAWN FINISH ON TOP SURFACE 3. EASE TOP EDGES TO 1/4" R 0 L 0 FIXTURE, FOUNTAIN HEAD, AND PIPING, LOCATION OF SUPPORTING FOUNTAIN EQUIPMENT TBD SOLID STONE WITH 4" R EASED TOP EDGES dl� �JR� I I n 2 FOUNTAIN DETAIL L2.01 SCALE: I"= 1'-0" 5 NOT USED L2.01 SCALE: X" = 1'-0" STONE COPING, EASE ALL EXPOSED EDGES DRIP EDGE KERF IN OVERHANG LIGHT AROUND EDGE OF BASIN, SEE LIGHTNG PLANS SS ANCHORING DOWEL, (2) PER STONE MORTAR SETTING BED ADJ PAVING VARIES, SEE PLAN RETURN PIPING FOR FOUNTAIN SYSTEM TBD CONCRETE BASIN ROUND EDGES OF TOP AND ENDS OF WALL W/ PUMICE STONE TO 1/4" RADIUS NOTE: 1. 4'-0"X4'-0" MOCK-UP OF CONC WALL REQ'D, SHOW END CONDITIONS 2. MINIMIZE VERTICAL JOINTS 3. VERTICAL JOINTS TO ALIGN NO MORE THAN (2) COURSES OF BOARD WIDTH 4. STAGGER VERTICAL JOINTS @ MIN 12" 3 NOT USED 1_2.01 SCALE: X" = 1'-0" 7 T ('6_'BOARD FORMED CONCRETE WALL ELEVATION L2.01 I SCALE. I"= I'-0 SHADING INDICATES 8" INDENTATIONS (NONE AT TOP ROW) TEXTURE FORMED BY ±4", ±6" & ±8" WIDE HARDIPLANK WITH WOOD TEXTURE W/ LENGTHS OF 6-0", 8'-0" & 12'-0" GLUED TO INSIDE FACE OF FORMWORK, MINIMAL JOINT (;6" OR LESS) BETWEEN PLANKS NELSON B i R Dml1: . 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE S ITE DETAILS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER L2.01 , 1, r t { Ill 7 k /Z i tE _/v i'6 7} 2" N,t { t dl� �JR� I I n 2 FOUNTAIN DETAIL L2.01 SCALE: I"= 1'-0" 5 NOT USED L2.01 SCALE: X" = 1'-0" STONE COPING, EASE ALL EXPOSED EDGES DRIP EDGE KERF IN OVERHANG LIGHT AROUND EDGE OF BASIN, SEE LIGHTNG PLANS SS ANCHORING DOWEL, (2) PER STONE MORTAR SETTING BED ADJ PAVING VARIES, SEE PLAN RETURN PIPING FOR FOUNTAIN SYSTEM TBD CONCRETE BASIN ROUND EDGES OF TOP AND ENDS OF WALL W/ PUMICE STONE TO 1/4" RADIUS NOTE: 1. 4'-0"X4'-0" MOCK-UP OF CONC WALL REQ'D, SHOW END CONDITIONS 2. MINIMIZE VERTICAL JOINTS 3. VERTICAL JOINTS TO ALIGN NO MORE THAN (2) COURSES OF BOARD WIDTH 4. STAGGER VERTICAL JOINTS @ MIN 12" 3 NOT USED 1_2.01 SCALE: X" = 1'-0" 7 T ('6_'BOARD FORMED CONCRETE WALL ELEVATION L2.01 I SCALE. I"= I'-0 SHADING INDICATES 8" INDENTATIONS (NONE AT TOP ROW) TEXTURE FORMED BY ±4", ±6" & ±8" WIDE HARDIPLANK WITH WOOD TEXTURE W/ LENGTHS OF 6-0", 8'-0" & 12'-0" GLUED TO INSIDE FACE OF FORMWORK, MINIMAL JOINT (;6" OR LESS) BETWEEN PLANKS NELSON B i R Dml1: . 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE S ITE DETAILS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER L2.01 TM TM CORE DRILL VERTICAL BRICK STAR CORE DRILL VERTICAL BRICK STAR - - — ------- - ---- - Sl� H L KESWICK HALL TYPE: (--7 typE. CATALOG NUMBER; C v Ve - NOTES: FACEPLATE DIlL CATALOGNUMBER LOGIC l 7 t'rIm) (14MM El E 'E'4:61 �a -=i�? Example: CD -V8 LED e23 SAF 4 tit atrial _ m4 ----------- ------- - -------- @ -- t. alai Al:.3mlnlxm \Z' 6 (lV Series_-----_ iTI 4'; Dia, 2 c H 3 W W 0,C,, 3f Source LED @Z', LED Type LIGHT FIXTURE L-4 LZ 7 1 1V&rD/Amber Fini�,h 4" x 6' Aluminum Fini-kh Brass Faceplates Accessories i�om,;jFm xrwv.,oyWOOD POST Pow4w,coar Couir ; sat €r? M�xlhi,wd rr.. MAC ...Rernaie ons . ........ . . r. ---------- .......... AZP#Zw -------- ----- - ---------2 tdssrrttste Mil' ........... ------------- - - . . ............. (Glo"� WHIP Wf4w .......... SAP "Ell SPECIFICATIONS PLANTED Greensource lnkfat'wie— Lens Finish SURFACE. Metal and pack4nq cc'mPurierTfS are madde, from tir(Kled shock resistant temoetpd; ghm Wm li> fa-3or!t tvi6t:lred to Stran(nard' (Pat. Pend,), a Poi -is complraTIL IS crag; nlate,i Mamrfactured Using renewawtsolat enErgy' facep4ae and pravide he rata, 11 seakzd "ptiral <hmmatp-lre?-• Process deafh_ and c;'nve'Sion coats pfudurad 'Drl,ite' IIWAIJVr�Wle to P"'anofemj;& at end oWe codrpalisnent. aluminurrI ccimpareots prior to applicatWI3 Of cl;J50% IGIC to on'sure handling" fla"kaging eontaimilo poly'ote" powder crialing, Biass con3pontri"swe avail4le eh oropl"lcrocarbonF (CFC'�'L Use, of tii produa m< BIKSSL- in p" Soder ont or handcrafted In"Eatilm5h, qivAily for Gree acre effincy and rerycling lntegrau"'Jso!'Jd state system with is scl!,aWz Gori ill for progfanl for field upwade, Modawr design With elet"Y"Cal quick WA m3fit y dnroone'operrna field Wgh 10"'?"ard throw warcE coal pHeS yAh, Aiil�i (-783YI LIqri h$ ter"zais requirements.x�pp Fds ENERGYqARI (corner?Cortification And Listing CONCRETE Rm-ii, Fed in Cuppef,-Fiee Aluminum (Type 160ii a, ffiaas fr")Arermrss. 4' ITL tcte-d to IES14A LAS Ughting i'acu 3 I Regillreian per tTypE 3601. 51 Wtad to ANSV% FOOTING UO -80 cprtlL!�'d' integral der, r. %,nilrltim stafrfclanf 1838 acid 61. stani 8750 and Cei-'ffiad" -'o core, Drill 50,00 brut rated lik it 70% of!rJ,tial lumens fl= 891%A CANICSA 0212, No, % CsATIl, B-589. compliant, All fQ, mouniftirxi into exfsfint that w3l'rot ted"h*16gy, prwvid'-s long li'd: 0"'qy rerluclicn Suitable fa,, F-rdoof of outdow wiK Suitable for easily accept a sefisndatd b*,,<- 2- 1/2' d4l. We raqu€fv"d for and excepki thtirmal managerrlerlt' fn combwtVe, nlatEntlh {Type Not'I-IC' , SuitaWe for use in slip fit. net t:xaitions. Suitab4r, [6r Installation Mt* 4cf kkI� . ......... Optics and cutoff gtoi Milde in USA, L -A -i 17 DATA DATA L70 DATA Body flectf,-i dt-silrin provWes wl& lateral datrnuClcsz and fullyrrachined Ifni -solid Nilet. Linibody d 'ain pfovides Worpirkak-,olorf fix fripul Watts Wmilmum Flalted Lite (hris.) r1sil . endo'ecl, W.-Ite-ilmof wim,%,vay and 7Ritpqfal h,�a 4inti-for wEll Wow typical vi,-uat glae onqlEii. USA fa ti, L 8K No, OGT (Typ,i, fTyp.) CM Ilyp') 70% of initial lomens (tgq� 'nuiri tumporierd: i Wqh 022 3100K F A B0 50,01"G Rin, a g sc, i Praotle.d with hisrd-tTransformer — Hype fili bLick- asedizir hfl;l�h for maximuin com:sIcn for use, 17VAC' 0,65Pl- rectfUtelFaFEILIneer. e"23 41WK 8.4 66 50,000 nn1staflee. i Connector vVith 5'0" 1 sGil., ---!24 Red (627nn) 719 - 50'0W--- Wring 05 Green (530'rim) 11 50,000 Teftn' tceted, !R016, (AOV, 2,5V C raieu 8rj ertiffed to WOW u27 , Amber (5901m) 71g provide for AuOlh&dlowes tw""intlng tisy oinsirsl, Hardware TafnPer-resistant: stainlos sIeej Piwr>'� 636 U84 Pviounuq hardware by othie's, ' F, 4 llx—llt�111'1�'%Mi:'� 11 L I G H T I G wv,,,',Bkgs.,, 4N�,�E: LqrM�ifd Drrva Wrjara, CA 9-'.itilm • USA SWINUTTAIL DATE DRAWING NUM6r-R F5'±;4:0�53`!00 FAX.51�9,430,KXJ 4-22-1 SUBOO 1025 TING rlli$ E XkAEX r <cN3AfFs iac1Nl;,-TMY oi� '01IM"�," o"t Ai,;D r-, "ICT "O"N' y A"'\-� F �'ti Tr�� IT', l�lt OR 7�� RNIII �l$� I�� $�k Aii,"i(Ir, Nin` WY -:�z ��e,�� Bai LIGH TIMBER PATH BOLLARD — 'Ll' OPTION I SCALE: NTS NITE STAR 11' tRe or of Z. wrr Ino -j3L-0-lume, LPRO—JFC ------I-------------------------------------------- - - -------------- CATALO 06- I --------------------------------------- CATALOG NUMBER- SOURCF- IlIOTIM: CATALOG NUMBER LOGIC [4i1 LED E E:1 E El 1:1 Example DSII LED e64 SP AS BZW 12 11 360SL Material Blank Aluminum 8 Brass S Stainless Steel Series Source LED 'e'Technologywithintegrai Dirriming Driver (See Specifications for Dimming) Designedfor use With reMteF-2liAC8f,`5&- bronsiomfm, Rstqutres magnetic Low Vdiagedirnmo LEDType ------------ -- ----------------------- ------------- - -------------- - erfA 7WLE0r2.7K e66 7WLED/4K e6S 7WI-FD,13K e74 7WLrD/Amber Optics" -- -- - --------------- -------- --- - ------------- --- - ------- - ---------- E NSP Marrow Spot (Red Indicatce, Ni MediLIM Flood (Yellow Indicator) Large Pima Greensource initiative- SP Spot (Green Indicator) WFL Stride Flood (Blue Indicator) Transform r CN Shock resistant, tempered, glass lens is factory adhered For use with 12VAC&,1"i5Q- remote transformer or Adjust-e-Lume' Output Intensity" ich.,lwmniv to fixture cap and provides hermetically Sealed optical magnetic Ira nsforiness only. B -K lighting cannot guarantee A9 (Standard), AS, A7, A6, AS, A4, A3, A2; Al compartment. Specify soft focus (#12) or rectilinear (#13) C6 Pjeare Sec A&St-e-f M" phofa,,Ietry to detetinlre iksi lnfernffil, lens. FDFinish - - --- - ------ --------- -- - ------- - ---- - --------- ---- ---- no chlorofluorocarbons (CFCs). Use of this product may C'4 Aluminum Finish Brass Finish Premium Finish qualo for GreenSource efficacy and recycling rebate(s;. c6 ----------- I — 7--- -- - --- -- - - I -- - ---- - -- -- i in I n �ed MAC ASP ArittqUeBrass Powder oAG Ca�adeMounta'hGmi RMG Rocky Mouritain Granite Consult wwwhidghting.comigreensource for program ------ -------------- ---- - ---- --- ----------------- ------------------------ ------------- I --------------------------------------------- ------------------ T Bronze BZP a,, Polished I POL AMG Aleudan Mountain Orarst, 1 CM Cracked Ice --------------------- ---------- ---------------- ------- ---- T ------------ - -------------------- -------------- 5D5 Sonoran Desot Sandstone requirements. -- ---- -- ---- - NiTtIcue- MIT l GF Flat Glass Black SLP SLIN ------------- ----- AQW AntiqueWhiteCRM rjearn 5MG SfelraMountain (irm�te 0 1 I ------------ -------- -- --------- ----------- ---------- - - ----- - - Finish White (Glo5al WHP WHW acla lillackc-o'ne HUCj Huniv;-Green -- ---- TXF Textured Porst -I-- U --- - ------ ----- Machined MAC — -- - ------- Fype 360) or Stainless Steel (Type 1041, Al4mmurn SAP SiGrE Bei MOS Mojave Desert Sandstone WCP Weathered Copper ge 0 Polished POL - -------- - ---------- -- -- --------- ------------- Finish .__Brushed lap"J Opp Brown Piona Powder Nap Natural Brass Powder Verde Rr ww weathered itm 0 — -------------------- - - --- CAP oearkredizedPowder OCP OldCopper Also avaitobje, In RAL Finishes ----- -------- --- ----- -- -- - --------- - - - -0 Lents Type maximum component Iffe. Integral knuckle for maximumvoltage, i 12 Soft Focus Lens 13 Rectilinearl-ens mechanical strength, High temperature, silicone V Pang current (non -dimming). conforms to Safety polyester powder coating. Bras% componerris are available provides water -light seal. Shielding in Powder coal or handcrafted metal finish, Stainless steel 0 components ase available in handcrafted Metal firdsh. suckle Kuc 11 Horeycorrib Baffle (Brushed larlish for interior use only). Option Line voltage dimmable ~ria Magnetic low vi dimmer. comprised of two components, 'be first is integral to the For use iffrth Low voltage dimmer with dedicated neutral 7() 360SI. 360SLI Rotational Knuckle Mounting System Conductor, For purlooses of dimming: Remote rihagrIcdc rn .................................................... ................. .......... ............... ................ DRIVERDATA Input Volts InlitushCurrent Operating Current Dimmable ...................... ................................ Operation AmblentTemperature 250H 1 e taper. The resultant mechanical taper -lock allows a 11W tie coded to 25% of the transformer VA (wat6rafted value. Ceirtificaticin and Listing 121JAC/DC50/60Hz 250mA(non-d'mrnLd) 700mA Magnetic Low Voltage Dimmer 120V Fl. tested to IE5NA LM -79. UL Listed. Certified to CANIC5A - - - ------------- - -------- - ---- ------ - - - - Adjug-e-Courter' n LM79 DATA L70 DATA OP'TI CALDATA Integral electronics allows dynamic lumen response at outdoor use. Suitable for use in vret locations, Suitable for clu Minimum Rated. Life (hrs.) the Individual fixture. Indexed (100% to 2543 nom.) lumen installation Within 4'ofthe ground. IP66 Raled.Milde in 1,15A. SK No. ccr (Typj Input Watts (Typ') (TY0 70%, of initial lurnens(1-70) BearnTypQ Anglas CBCP Visual Indicator e64 2 7 ,0 8 50,000 Narrow Spot---- 13 6899 Red &- ROHS 4, ......................... -7-00 -- ----------------- -K ---------------------- --------------- ---------------------------- -0- . ............... .. ---------- e65 30OCK 7.0 so 50,000 Spot is, _Dol . ............. . ---------------------- --- 5225 Green Dot um UaA e66 4000K 7,0 so 50,000 IvIediurn I'lood 23' 1984 Yellow Dot -Ter." r1W.W.. e74 Amber (590nm) 7>O 50,000 WIde Flood 31' 1360Blue Dot ....------.. ........... .. Znel Y,,sl'ar 4'a 'evsW&I, Ralitmar.4 of the 0`1111�1`f stores Eqllronmenxi Spot (NSP) = Red. Spot (SP) =Green, (y) 40429 Brickyard Drive - Majelra, CA gi - USA I 559 438.5MO - FAY 5,59.438,5900 1 I 13—R -o' L11113mlan"ITINL062"' RELEASEDDRRAWIN NUMBER I 0F bki!gng.com 1 www.bkl�ighgng.com - lrlo@M 06-07-16 1 SUB -2192-00 THIS 000JWEPjT CONTAINS PROPRIETAIVINFORMATION OF " UGHTING, M-LANDITS RECfElp"OR POSSESSION DOE Nor CONVEYANY MHTS TO REPRODUCE, DESCLOSE ITS CONTEXTS, OR TO MANUFACTURE U5E,OR SELL ANITHINc, IT MAY DiScRiBE.REPRODIXTION, DISCLOSUREOR USE WITHOUT SPECIFICViRrITEN ALITHOIRVATIONOF B-KLIGFi INC, 15 STRICTLY FORBIDDEN. /," �3 BK 'U PLIGHT'— `L2'AND 18' 0- V) L2.03 SCALE: NTS (y) CD 1-11 V) V) M CD 11.1 n 0 In 0 11.1 (D V) U 1Z n 4- U 0 N 0 I-, 10 0 00 IFA ---------- - ----- - NITE STAR 11 TM file pow 1LIMe — - ---- - ---- - ----- — ---- ------ - ----- PROJE L ------------------------------ WE -- ----------- 4 7/11 6' (11 2rnrn) 2 1/4" Dia. (57MITI) 3 7/8' -1 (99MEn) '-eater, Femfing (41 mm) 360 SVII Accessories (conrigure senorolefy)Coni tTezhn al tales f Sou ?aqui n mere st n3e t pe<I wtbrts. ------------------------------------------------------------------------------------------------ - -------------------------------------------------------------------------------------- ------------------------------------------ ----------------------- Mounting: Remote Transformers,. Zr- J Horizontal Rotation Pm' NipeI. Pww Canopy- T'ee5t.P- St— C.-Pl. upfil. IR Sad.5 P— PiPe UPKIMI- (Optional 3WSLI KnUdde) SPECIFICATIONS CF -5 Large Pima Greensource initiative- LensRerni Transform r Metal and packaging components are made firorn recycled Shock resistant, tempered, glass lens is factory adhered For use with 12VAC&,1"i5Q- remote transformer or materials, Manufactured using renewable solar energy, to fixture cap and provides hermetically Sealed optical magnetic Ira nsforiness only. B -K lighting cannot guarantee produced on site, Returnable to manufacturer at end of life- compartment. Specify soft focus (#12) or rectilinear (#13) periormano with third party manufacturers'! rarfsforrriers. to ensure cradle -to -cradle handling. Packaging contains lens. hi no chlorofluorocarbons (CFCs). Use of this product may wiring qualo for GreenSource efficacy and recycling rebate(s;. Bil Teflon' coated, I SAWG, 60OV, 250'C rated and certifiLd to Consult wwwhidghting.comigreensource for program Integrated solid. state system with'p'tedinology is scalable Ul- 1659 Standard, requirements. for field upgrade. Modular design with electrical quick GF Flat Glass disconnects permit field , mainteriance. High power, HardVaril. Materials forward throve source complies With AN51 C78377 birining Tamper-resistant, Stainless steel hardware, LOCK' alining furnished in Copper -Free Aluminum (type 6061-T6), Brass requirements. Exceeds ENERGY a7ARm lumen maintenance screw is additionally black oxide treated for additionai Fype 360) or Stainless Steel (Type 1041, requirements, DA -60 certified comparients. corrosion Body integral, constant cunentdriver, 12VACNDCiriput, 50/60ft Finish Fully machined from solid billet. Unibody desip provides Proprietary input control scheme achieve, power factor StarGrjardl, out exduslve Rolls compliant, 15 stage Enclosed, water -proof wireway and integral heat sink for correction and din-anziles Inrush current Output, over- chrourlate-free process cleans and conversion coats maximum component Iffe. Integral knuckle for maximumvoltage, ult, and short circuit protected, Inrush =IA alurninum <omponerlts prior to application of UaWR TGIC mechanical strength, High temperature, silicone V Pang current (non -dimming). conforms to Safety polyester powder coating. Bras% componerris are available provides water -light seal. Std. 022.2 No. 250,13-12, in Powder coal or handcrafted metal finish, Stainless steel 0 components ase available in handcrafted Metal firdsh. suckle Kuc Dimming (Brushed larlish for interior use only). Tine LOCK" (Locking '0' Ring Compression Knuckle) is Line voltage dimmable ~ria Magnetic low vi dimmer. comprised of two components, 'be first is integral to the For use iffrth Low voltage dimmer with dedicated neutral Warranty Lody and features an interior, machined taper, lille second Conductor, For purlooses of dimming: Remote rihagrIcdc 5 year IrmItEd weirEnty. is machined from solid billet and features a second, reverse transformer with BKSSLI Power ofVtechrfoloo loadsshould 250H 1 e taper. The resultant mechanical taper -lock allows a 11W tie coded to 25% of the transformer VA (wat6rafted value. Ceirtificaticin and Listing vertical adjustment without the use of serrated 120V Fl. tested to IE5NA LM -79. UL Listed. Certified to CANIC5A teeth, which Inherently limit aiming, High temperature, Adjug-e-Courter' 1PNSI Standards. ROHS compliant. Suitable for Indoor or silicone'O'lling provides water -tight sea] and compressive Integral electronics allows dynamic lumen response at outdoor use. Suitable for use in vret locations, Suitable for resistance to maintain fixture position, Design withstands the Individual fixture. Indexed (100% to 2543 nom.) lumen installation Within 4'ofthe ground. IP66 Raled.Milde in 1,15A. 73 lb. static load prior to movement to Ensure decades of output Maintains outpvt it desired level ormay bechanged optical alignment. W pipe thread for mounting. as condIllons require, Specify factorypreset ourputintepsily, &- ROHS 4, Optional 36051." additionally provides biaxial source Optics um UaA control with 360'honzorrifal rotation in addition to vertical interchangeable modules permit field changes to -Ter." r1W.W.. adjustment. optical distribution. Wor-coded for easy referencey. Nanow Znel Y,,sl'ar 4'a 'evsW&I, Ralitmar.4 of the 0`1111�1`f stores Eqllronmenxi Spot (NSP) = Red. Spot (SP) =Green, Cap Medium Flood (MFL) = Yellow. Wide Flood (WFL,=Blue, Fully machined, 1' deep cutoff with flush mounted lens. Accommodates up to (2) lens or louver media, 40,129 Brickyard Drive Madera, GA 93636 - USA RELEASED DRAWING NlJMBER 559.43&5800 FAX 559.438.5900 B—Im" LIGHTING 1 06-07-16 1 SLTB-2192-00 I www.trwighting.crorn � info@bklighting.com �/41` CONDUIT ON BACK OF POST D1 in V-2� Large Pima (CFS) specification Sheet N"aturaf Firii'Al LPL I Centinela Type) I. ("at, #-, LPLI -T/R9-ElLP LPL I ""Centinela" The C`ewinela is to styl-ish., low energy LED path light, Its colitemporary dom-g-'11 and slina profile allow it to blend seandeisly into the surrounding landscape. The Centinela is builtwitha state ofthe artLED liaht source and internal voltage regulating driver as,5embly delivering ,uperior perform- anet% long life and tw'v maintenance In any onvirorralen't, The Cwii top is, inachiried f.rorn to scifid. piece of 3, -50" c3600 brass attached to a.heavy copper TI -ser with staivrleis hardware. This quality Construction acid Careful engin-,ering allfmvp the Ceminela to be rased successfully in harsh- environn. ients such w, coastal applications, Prmidly nianufacturQd in the TJSA and backed by our, lifeffi).e warranty, lire Centinela has rio eqoal. Specifioationc, Light Sc mrce.' Higbebrighmt�ss LED (light emitting diode) LED Life (L70): 50,0()0 houfs average lnyut Voltage, 5 to 15 V AC or DC Ctirrent Rating700ma (0-70 Ampo) W`atts: 2.5 W Color Te%rnpent ture� 2900 CCT (- Typical 12 VOLT "U �2" R 0 T E I KAIN �� VILJ KIVI 1-2 K ORDERING LPLI REQUIRED L (LED) PL (Pathfigh�) I (Series) Mount Options Finish I- T/ - R 7-1 Cooll [1/21 b`2- MALE THREAD [N.AT] NATURAL [G/S1 GROUND STAKE "I"INICLUDED 1141,P] BRONZE 1,BvINC.3' 1`,'%1JNtk [T/R1 TRIDENT SPIKE 65' 9" OR 12" [P/S] PWER O. STikKE 1220V -12V, P T/F1 'I'G/S 1-1,11" AU RORALIGHT"CENTIN ELLA' PATH LIGHT — 'L1' OPTION 2 �1-2.03 ) SCALE: NTS CF5-T-A-GF-V-N-D-INC-E 2 FINTOM TO SM DETERMINIRD. Specifications Ordering Guide Example: CFF T A GF 2 N D ISOS E Product Code CF -5 Large Pima Mounting T Top Arm pinish A8fack B Whk hi l3ranze uray Green Loris GF Flat Glass Optics 2 Type Il a Type III 4 Type IV 5 Type V V Typo V Vadoil .1 Photo Control N None Socket 0 Medium 0 Mogul Wattage 1508 15OW HPS 2505 25aW HPS 2 150H 15OW PMH 10SO INITIAL LTJMF�y 250H 26OW PMH Voltage E 120V F 208V G 240V H 277V K 347V 'I Vertical lamp (V), Medium base (D� only with flat Gas,- Glass sag lens used with Vartical Mogul base (G) lamping. '2 Available with MogW base (G),sookat only, HOUSING - 413F, Low -Copper cast alumnurn. 0.090"thick spun aluminum, Et)sy access to lamp, Two (2) stainless steel :E -turn fasteners secure the fens frame. A weatherproof ballast 'qSsAmbly isolates the ballast from Wall and heat for longer life. All non-forroug fast nkrs prevont oorrwiori and eraure longer life, FINISK,. ThCiMoSoi polyester powdorwal IS 6eiotroslat-Ecaly applied after a five -stage conversion Cleaning ptowss and borided 6y heat fusion thermosotfing. Laboratory tosiad for sup'mor wenflu'rahilityand fade, resistance in actordatiae with ASTM 9-117-64 and ANSI[ASTM G53-77 Speclficatlons. For larger projects where a cuitaohii wiciris required, contact the MctcIry for more info=afforl. OPTICAL ASSEMBLY: Type 11 Cutoff. Type- fit Cutoff, Type IV Cutoffi Type V Cutoff: Typo V Cutoff (Varkal Lamp).. PT -8y 8ian. formed, segrilented specular alLiMinum Internal' cutoff reflector with hotlwntal lamp mounting. Reflector Is rotatable in OW Mcrementa, Clear tempered fiat glass lens, LAMPING: MH and H.P8 Medium base: E17. MH and 26OW HPS Mcqui bamED28. HIPS Mogul base:: E23.5, ELECTRICAL ASSEMBLY- Batlast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the babut housing. 4kv rated medium base porcelain socket, Niel Il -plated screw shelf with center wintaot. 4k.v rated mogul base porceliairs socket. Nickel -plated svi�w shell with center Contact, BALLAST. All HID ii-allasts are coreand wil roqulat()d wiai powor factors boftjee than 90% (HPFy. Ballast providos +1- 61% larnp power rogulation wiffi +I- 101k iriput voltage rogulation. Ballasts at,- factory and fcstod. Metal hakdo ballasts aro capable of startirfg at -20' F or -30' C and HP8 at -40'F or 40'C. NOTE: All ballasts are EISA ITitio' 261 Title 24 cornpliant whore applicable, MOUNTING! Top Arm Mount (T)z Arm sold separately, Mounting adapter welded to ftxtur6 housing. CERTIFICATIONS: ISO 4,4001:2000 RaglsteralPage I of 2 . . . . ................. . ... ............ ...................... . .. pHftips Note: Had, -,o reserves the right to modify the nmve &tails to haftot ohangEis in the wst of materials andlor production arldIne design wiftut prior notice MSSEW40 100 CraftWay LitlloStOwn, PA 17340 W(717) 35qJ131 fax (717) 350-9289 www-hadfno.orfm Copyright 2008 Philips ('-4HADCO PIMA ON CUSTOM TIMBER POST — LIGHT 'L4' L2.03 SCALE: SCALE: NTS 1 5!R" 41 in in 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434-984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING DETAILS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER W—XI—XI ------------ AntEcue Brass Powder O i MAC CheOw r of ._ __.._ _ _.. -----_ ......_ .... - -- Firenze BZP BZW'�43ished - I �CaL J ------ -- -_ _ - -- PAPticpve'"' TXF Textured forest 6Eack. BLPt%dtt�' 6elge TAPE: i -------r1li ..-. Finishes BBPI,-en. Pall. Powder - CATALOG [ wFBYd - - Clear Arrodrxed Fowder Barstool. __-- rlachtned i MAC I SOURCE, Puli£tred Brusihed -------- I ISL RRU NOTES - CATALOG NUMBER LOGIC IN3534 = 3500K, 90+0 3hf, Mir, z 01 F.1? u"1 hEoi3 i., r;; . . 111 dry Ic,catiors. Example: LT TR v LED e70 - SAP - AIS S Material ----- -_i i Blame Aluminum i Clinic, 1-losplU, ity, Religious, Educational, Architecture I iia - Brass 5'�i is'r.`?3,1$llltil?t�.S;O;r #t.s�77.?%f.. �l�E all P�(it?iF.7i1$.'6 i.7i� lP Rating S - Stainless Steel Serie Mounting Colles with sauce hOx, aluminum flange and leve! gauge. LT - Utestrde° Pathlight Stern Length - i stone with uT without or Punting tease. Can be mounted with (Specify in inches) >w Source - --- I LECs - 'e Technology with Integral Driver Single Gang Rex ..,.< ..ilii ; , <,;, _:„ ,..:; ;>•< Eiesigned for usewith resSim; 75VitCBtCSs'L`trztrs?orr: rens. '{ : :, LEE) Type o7O - 3WLED/2.7K- rs72 - 3WLED/4K 071 - 3WLED/3K a73 - WILED/Amber separately). Finish-- - -- ---- Al uminum &r Brass Finishes Brass Finishes Premium Famish ABP AntEcue Brass Powder CMG Cascade Mountain Granite :, i MAC PowdercoariCoaabr Statin- Ydainkte Sd�achoned SOS Sonoran Desert Sandstone Firenze BZP BZW'�43ished CRM cream I �CaL J ------ -- -_ _ - -- PAPticpve'"' TXF Textured forest 6Eack. BLPt%dtt�' 6elge _._ wti5ii7tess -------r1li ..-. Finishes BBPI,-en. Pall. Powder - White (Gl055) WHIP j [ wFBYd - - Clear Arrodrxed Fowder ---- ----------_-- __-- rlachtned i MAC Aluminum SAP Puli£tred Brusihed -------- I ISL RRU iVerde — BEER..._ IN3534 = 3500K, 90+0 3hf, Mir, z 01 F.1? u"1 hEoi3 i., r;; . . ABP AntEcue Brass Powder CMG Cascade Mountain Granite :, RNIG. Rocky Mountain Granite AMG Alec Ban 47ountain.Gran e CRI Cracked Ice SOS Sonoran Desert Sandstone AQP Antrr{u?wtHlte CRM cream SMG Sierra Mountain Granite 84cm ------------ Black Chrome ------ -------- HUG Hurzer Green TXF Textured forest BGE 6elge Ii Mojave Desert. Sandstone '114{P Weathered Copper BBPI,-en. Pall. Powder - NBP Natural liras Powrda- I ell Weathered Iron CAP Clear Arrodrxed Fowder :OCP dad Copper �,d'r4.Vabae In,-firtlsiles Se?sibmKta75Ld-7?39-CJ ATS - 18' Power Pipe"" with 18` Adjustable Stem. Allows fur variable mounting height {far usewren rernote 2,KSSL' Nansfarmer, Milst be sreafiQi w.ft} 79"stem) PPISS - it" Power Pipe" stake wIth'B'Cap IfQruse with remote 8K55E°transformer) PP-TRe20 - Power Pipes �`r option with t Er` stake and TRezo Electronic Transformert6* (105-301 VAC 5CV60 Hz Rbrs-DHnmrna� "OFaruse with uD to 24'maximum stem length. (iptiC3'335 ------ --------------- -- ------------- p5 - Adjustable Glare Shield SF Stability Flange fforuse w,+Eh Poweririne'"i - �411421,1, 17115 EX)CUMFUT CONTAINS PROPREETMY INEORMA-VON OF B.if UGH'TING, INC, AND ITS RECBPT OR POSSESSION DOES NIST CONVEY ANY RICH T51-0 RE'PPODUCE, E+YSCLOSE n COMrEN S, OR 70 MANUrACRUIE, JSE OR SELLANYR1fiW, 0 MAY DIM-AlBE. REPRODUCTION, DISCL05UREOR.USE WffK JT SPECIFIC WRITTEN AUTHORIPA`IONOF a -K IJGHTIC,INC. 15 SMI01Y FOfBVI)Eh, BK 'GROUND FIREFLY' — 11_9' SCALE: NTS f W8 code N ara9e Cator A 9rtra InPdt 9a9 -e* Flange + Box Base Het9 ht Finish 0 LOB +- 1 - t w w228 2i0oK, an+GRI 5 ® single B W 0C $ ss Bard flange(bex, 2.7/6" i%;:rxr;; 4 - no bas& MA matte clear anodized 2 = 2.5t'r W27S- 279X 60+0 D - double An 12VAC- P paws stone fanga/bavi 5-`/2' 2 2 SA = d acs anodized BV39S = 300gK, eq+CRE L08 J W358 =• 350UK, 80+cR1-'• ._ . <. S8 - stainless .,eel SIC, Application Exterior/interior directional in -grade light for lighting wells, W443 m 4100K, 80+GRI ... . . , , Q) columns, architectural features or landscape features. W20H .2000K, 90+DRi Applicable for daunting into floors,' malls, callings or W27H - 270K80�CRI rd A WI, IW m s3k,' �Tary other surfaces where a non -obtrusive luminaire is required. b89pR = 3©©nK, 9f)+CtRI Suitable for drjver-rinser an:d walk -over applications. Forwetl IN3534 = 3500K, 90+0 3hf, Mir, z 01 F.1? u"1 hEoi3 i., r;; . . dry Ic,catiors. Recommended Projects - Commercial, institutional, rte aril i [ Clinic, 1-losplU, ity, Religious, Educational, Architecture 5'�i is'r.`?3,1$llltil?t�.S;O;r #t.s�77.?%f.. �l�E all P�(it?iF.7i1$.'6 i.7i� lP Rating 66 Mounting Colles with sauce hOx, aluminum flange and leve! gauge. Can be buried in earth/gravel or cast into concrete/paving - i stone with uT without or Punting tease. Can be mounted with >w MKi and MIK2 (consult with factory). Can be used with Single Gang Rex ..,.< ..ilii ; , <,;, _:„ ,..:; ;>•< '{ Electrioal Powered by remote di,riruable.'non-dimmable driver(sold t, separately). 'See website far reconirrlended Mims `Rumors emergency driven inverter options avai'abie. Q Consult factory L0 Type: Pager 1.6 Watt (at 350 mA, 1.0 Watt) Cortsoarlption 3.0 lAtatt (at 700 mA, 2.5 Watt, Light Output 1.0 'Watt, 0 n -lir _ Project: 2.5 ftit, 0.8-1.61m O C Modified: Warranty 5 year's limited wa rarq - Estimated useful liflaof LEO is 50,000 hours. N Quantity., material Solid ,r,odized alumMun3 of stainless steel 1316), suitable for viaik-over and dilve-over applications- ROHS compliant. Drive Over 2200kg/4850'bs U Nates: lasting Weight i -Bibs (0.81bkg), base extra. A o 3 Approval d US Odder Rltids °:2-�t,.414,... N 2' �_ i L (v3A code N ara9e Cator A 9rtra InPdt 9a9 -e* Flange + Box Base Het9 ht Finish 0 LOB +- 1 - t w w228 2i0oK, an+GRI 5 ® single B W 0C $ ss Bard flange(bex, 2.7/6" i%;:rxr;; 4 - no bas& MA matte clear anodized 2 = 2.5t'r W27S- 279X 60+0 D - double An 12VAC- P paws stone fanga/bavi 5-`/2' 2 2 SA = d acs anodized v MP 'MARKER LIGHT' — 'L10' L2.04 SCALE: NTS O 1-11 V) 4- a v V) l M O I-, 0 Q U ®l O v V) U N 0 I. - r) l N O 00 V) KA iii r"cil; the Power of LITESTICKO r. � a F ROJECTr T -y -- Al11 R (mounting Captisaaa) � [ POKER PIPE' (mounting opt Ion) pt71 `ER PIPET' (mounting Option) �E7 tBiL iI➢� _--._................. _...........7 .�.� t'Dia, (25mm) F21 [�14' itis G'[t7m m) Lens ripening i3smmi L' J 9� � i �• 1318' --- I (457 -) ^ J 43/4' j L -t l37Smm) &rade_• 1 5'r (,a8�`tc(efi5(5pfm") L2A3 lR3GE°SHIELD toptionau o4Pmmpipe itaPl ol i a . .I _u tUnai ,t�acin '�Op9ltu,xt �� I .: r 3SbniJly.•zraJe � I- ty r3aiagf �. � �'� stebnny Pizryf l i , STABILITY FLANGE (Optional) I rr(a Accessories (configure separare7y) � io Remote Transformers. 9 t S � � '• E?fi9mzl) TR'Sesres Posner Pipe- UPMRM' AINJI—iusioos Indicated an thiS subrlfl are nominal. ContacrTeciinicai Sales Ir you (eaaune more>tr:ilgent sRecifle�[ion;. SPECIFICATIONS Geremsource Initiative- SKSS' Remote Transtaurrutar Metal and Packaging components are made from fecyCled materials. integrated wild state systern with e' technology is sealable for field For use with 12VAC ie`iP9_1L; remote transformer or magnetic Manufactured using renewable solar energy, produced or site. upgrade Modular design with electrical quick disconnects Permit transformer, only, B -a Lighting cannot guarantee performance with Returnable to manufacturer at end of life to ensure cradle -to -cradle field maintenance, High power, foulard throw source complies with third partymanufacturer5 transformers, handling. Packaging contains nodoiorofluorocarions(GF£s„Use ofthis ANSI C78377 binning requirements, Exceeds ENERGY STAR* lumen product may qualify for rsreeoSourte efficacy and recyding relaatets), maintenance requirement AM-80catified components. Sidi!emetting Wiring Consult www.bdk3htirigrom/grew.srwrr_eforprogramrequirements. coca] gradelensdelivers high efficiency, radial light disv^ibu*jom PVC coated,`:BAVIIG,150V,SO'Crated and. eerifiedtoUl`•1i38standard, Materials Installation Hardware Furnished In Copper -Free Aluminum (Type 6061 46), Brass (Type 360) or Available for installation in threedistdnct mounting condidcxrs Tamper-resistam, stainless steel hardware, Stainless Steell (Type 304). Pantalar Pape” Finish Body Provides a dean transition horn witting system to fixture SdiExJule Stal uard°, our exclusive trolls compliant, 15 stage chnematzfree Rally machined from solid billet. Unibody design provides enclosed, 90, 18" PVC housing for direct burial into soil or concrete. Machined 'Process cleans and conversion coats aluminum components prier µ'ate: -proof whaway and integral heat sink for maximum componert 2-1/4" dia, cap mr fixture mounting. Stainless steel hardware, optional to application of Class `A' T61C polyester powder coating, Brass life-, High temperature, silicone `dY fling provides wafer -tight seal, 6" diameter, molded stability flange, which simplifies installation and components are available in powder coat or handcrafted metal finish Weather tight cab€econnectoraithS',2wire lowvolttagecable, projects into substratetoreinforce housing stability, For use with .12VAC Stainless steel wmpmasnts are available in handcrafted metal finish. 6PA i;; remote transformer, towshed finish for interior us- only), Cap Fullvmailiiedfrom solid bilietwith't/16"le?s3pening,3i0'rotat;an Power p° O'' with AipustableMount Warranty for predseoptic poshloning,Tamperiesiraant,shinless5teeisetscreay. Features 18' Power Pipe" and 1&" stem which passes through a 5year limited warrarcy, machined DDelrin" bushing within the Power Pipe` Cap• (3) s;aar ess Optional 2-1/16"dia.machinedglareshieidredu:es.perturebrightness, steel set screws secure Fixture position (Not available mth Integral Cerdflostitmand Listing r,amformer;. ITL tested to iE'SNA LM -79, UL Listed, Certified to CANKS.A/ANSI Stem Standards, Raliscompliant,suitablefor indoor or outdoor use. Suitable Fully machined, i°dia, with internal threads To, mazimumAsua€appeal. Power Pipe' with Transformer Homing (Optimal) for use in wetlocatlor:s.IP66Rated. Made InUS,, Availabencomigurablelengths to24".maximum overall. Addbona€4yfeatures integradtransformer housingfully machined from A coppei,fee a€urtdnum, High temperature, Alcove'0' Rind provides Q& ROHS4, Lens water -tight see!. Integral, TWO electronic transformer,'0S-300VAC Shad resistant, hampered, frosted glass lens is fartoryadhered tofixtire primary voltage.50/S4Hx Igor Dimming, 204A maximum lead. P wry 5alr )s . reqrswed t` d mo* of the untied Snarls n nraih:r n i cap and provides hermetically sealed opficai corpartment. --------- - _ -._----------- --- -------__---- — - 40429 Brickyard Drive ° Madera, Cha 93698 - VSA RELEASEE DRAYVING NUMBER 559,438.5800 FAX 559.4X5900 - - www.bkliqhting.com ww.bklighting.co- info(glakslghting.co n 05--17-1-7 SLTBOO1109 - ._-------------- - - - - - �op�lja Q79:yrrm I ply.;,P parruiueaie: g_,/e, appKs.Bmmata'�e 2-118' "Mm 7I8`t7 II z2nY ------ Vv NPI 22 mm 115 mm 4 112 in 049 min 83 mm 70 min 1 718 In 3 114 In 1.,,2 3/4 do - `E ` - - -j V, E 60 51 mm 35 mm ,tin 33I4iq ... 133 mm .,� S 114 in 01Vit” '„ ;e;§rie 41f71n oavi,vage �fz 31Q I �, N ��� Biu 049 mm a 83 mm Ba4C m 'Ig:4t� ;Rt,'lrflm) 11�i :._h1/4 in 1 /$ Intel -3 -- ao-dapp :- _.. d #3 mIm 116 rem $3 mrr 107 mm 1/4 in 4 a/2 in 3 if4 In'; 4 1/4 In 74 mm 0 2 7J8 In 1 # r _a 793 min z 314, CUSTOM RECTANGULAR BOXESORDER GUIDE: Code Cursmn %rge + Rax EBX A Lin Hill MFIL s mNa Saag4e gang 1 1/. LIGHT DISTRIBUTION: W B. Beagle Zang W lbelNir 3CMMI Y, 61`0- S•cepai FG toil 2.5'Lvaflt i:times !%5: ?r%si Y � 3t ttftt- 3i### '» il:» ::::: ;. +ssss3 +Y333 116'(%rrt ••:33” 4' 2 in s s%s£l>i '?ssdi3r'iu% #: 70 Trim 83 n -nem r m a.:» 333r /+ ills -'r � 31 illy 23] Sri Sto / ''-'----- ' ho--' i --.i P`+ R • ''. 333''/.%33'3333/3l'::33333'l:st33333/:3f %33333313;h"3 s331`)"3�;:3!')'3'/l///�llll.:3: - -- n 111'3' c c. EE....�._ E `' ............. F;$. ' � n«^., g cs Rea ru� FSCs rash.. i 111 rnrrr 2 Vain ; 4318ir° [ l EMP ,.., ', ° ...' A!l teohn gi nforataiiQaI, tNscioWimeritta Sa jaCY lo, nange u3,Epfaight?� NP Uglhtirg. VI MP p^ . .a'v✓sv.YtEpl.g,rilh3.isG;rE 0.817.I01£84 4604.708;EE;si Allle:.d`rua.inkrrin;on'i:n d curTani is sl3r 'raratanc;eG`&py'i t c :'y[ ..khti r}. rJv,-2.0ir The E9 -H is an unobtrusive, low -voltage, hanging fixture. Its rrinlinaiist design brings attention to the. lamp's effect, not to the fixture itself. The E8 -H takes advantage of LED modules that Can produce 10'-120' beam spreads with just a simple change of our Eine of field -serviceable optics. Construction All brass components. 1/8" [3mrnl thick brass housing. Lens Tempered soda lime glass. Mounting Supplied with 20" stainless steel cable 36" lead wire, and V2" mals fitting for mounting accessory. Or the cable can be removed and the fixture hung directly by its loop. Voltage 12 Volts AC with Integral driver (9-15V input, dimmable below 9V). Remote tranleVrrie- required. Lamps Triac dimmable down to: iM,LV c5% typ., ELV <10% typ. Cr eKFEZ[ EFt 2°a .A -SP Spot 10° Beam: 20' Field Z'd adf 1mA£C `".Sit. u 21"1 -A -NFL Marrow Mood 1&° Beam, 32' Field (?WA-FL Fiodd 29' Beau, 61' Field tfdit#LE FRIENDLY mm 2W -A -NO No Optic 46° Beam, 114= Field 3w -SP Spot 13" Beam. 24" Field 3W -NFL Narrow Flood 17° Beam: 37' Field Gree XP02 LEC? 3W -FL Flood 30' Ream, 62" Field 3 and 4 Watt 3W -N0 No Optic 47° beam, Sha' Field `Alarm 4dhiie,3000K), m 4W -SP Spot 13' Beam, 24' Field _ 4W -NFL Narrow Flood 17° Bean., 38' Field 414E"FL Flood 30' Beam, 62° Field 4W -NO No Optic 71' Beam, 121' Field Also available in 270041. Add color suffix to lamp specification, e.g. `3W-NF`L-2700K" Optical— BGBBF Brass glare shield, full cutoff ,Accessories — FR8 Frosted lexis til.,9 Honeycomb louver, IIT [3mm] thick PR8 Prismatic spread lens RT8 Rectilinear spread lens Mounting ®TDMI Brass treeldeck mount with stainless Accessories steel screws - TCtfI Brass tree mount with nylon strap (48, 72, or 96") TDM2SS- Brass tree mount with stainless steel — — strap (48, 7.2, or 96") TDM3 Brass low -profile deckiwaall mount ®_ T#DM4 Brass low -profile tree mount wtfi notch for wire —. TMJB- Brass tree -mounted junat!on box; single fixture mount, stainless steer strap (48, 72, or 96") TtJBX Brass tree-mountedjunction E ox single fixture mount stainless steel screws Finish: UR•fi i s ed isetan ar ' nospecification required. The fixture will weather to patina. The patina prrc � ss is natural with brass and coa7er. Prate of patinaand eventual color is dependent upon climate and proximity to the ocean, Thus, Bea^iwe does not guarantee any specific aPpearanGe. Weight: 1.2 lbs. 0.5 9 t kg] IA 66 CSA Listed file #1800' 10 year fixture warranty 5 year Gree LED module warranty MOUNTING? EXAMPLE: TDM2strapped to tree branch TDMZMounting Accessory [ofitianal) ES -H with 2W Project BY Date ta�� For ordering purposes, please specify (example:.E8-E1-2W-AQP—TDM2-72—BGS8) EO -H Fixture Lamp Accessory(ies) BEACHSIDE LIGHTING " 800.405.8732 °ssww,Bear:hsideLiyhfrsg.com ('3__PENDANT MTD FIREFLY 'BEACHSiDE' — 'L1 1' L2.04 SCALE: NTS 0412018 NELSON B Y R D 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL. LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING D ETA I LS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,004 BV39S = 300gK, eq+CRE BT = aroma arodbed J W358 =• 350UK, 80+cR1-'• ._ . <. S8 - stainless .,eel SIC, W443 m 4100K, 80+GRI ... . . , , Q) W20H .2000K, 90+DRi W27H - 270K80�CRI rd A WI, IW m s3k,' �Tary b89pR = 3©©nK, 9f)+CtRI IN3534 = 3500K, 90+0 3hf, Mir, z 01 F.1? u"1 hEoi3 i., r;; . . i [ 5'�i is'r.`?3,1$llltil?t�.S;O;r #t.s�77.?%f.. �l�E all P�(it?iF.7i1$.'6 i.7i� All:cL.1,7;,.:illi%f'37..FEE?iE„11},Illi((-1 CE8-.•. tS `«: ,P;:.7C,b;Ys3,ae„dif`I�tii. J:r i1J i;_�h;:a;E. v MP 'MARKER LIGHT' — 'L10' L2.04 SCALE: NTS O 1-11 V) 4- a v V) l M O I-, 0 Q U ®l O v V) U N 0 I. - r) l N O 00 V) KA iii r"cil; the Power of LITESTICKO r. � a F ROJECTr T -y -- Al11 R (mounting Captisaaa) � [ POKER PIPE' (mounting opt Ion) pt71 `ER PIPET' (mounting Option) �E7 tBiL iI➢� _--._................. _...........7 .�.� t'Dia, (25mm) F21 [�14' itis G'[t7m m) Lens ripening i3smmi L' J 9� � i �• 1318' --- I (457 -) ^ J 43/4' j L -t l37Smm) &rade_• 1 5'r (,a8�`tc(efi5(5pfm") L2A3 lR3GE°SHIELD toptionau o4Pmmpipe itaPl ol i a . .I _u tUnai ,t�acin '�Op9ltu,xt �� I .: r 3SbniJly.•zraJe � I- ty r3aiagf �. � �'� stebnny Pizryf l i , STABILITY FLANGE (Optional) I rr(a Accessories (configure separare7y) � io Remote Transformers. 9 t S � � '• E?fi9mzl) TR'Sesres Posner Pipe- UPMRM' AINJI—iusioos Indicated an thiS subrlfl are nominal. ContacrTeciinicai Sales Ir you (eaaune more>tr:ilgent sRecifle�[ion;. SPECIFICATIONS Geremsource Initiative- SKSS' Remote Transtaurrutar Metal and Packaging components are made from fecyCled materials. integrated wild state systern with e' technology is sealable for field For use with 12VAC ie`iP9_1L; remote transformer or magnetic Manufactured using renewable solar energy, produced or site. upgrade Modular design with electrical quick disconnects Permit transformer, only, B -a Lighting cannot guarantee performance with Returnable to manufacturer at end of life to ensure cradle -to -cradle field maintenance, High power, foulard throw source complies with third partymanufacturer5 transformers, handling. Packaging contains nodoiorofluorocarions(GF£s„Use ofthis ANSI C78377 binning requirements, Exceeds ENERGY STAR* lumen product may qualify for rsreeoSourte efficacy and recyding relaatets), maintenance requirement AM-80catified components. Sidi!emetting Wiring Consult www.bdk3htirigrom/grew.srwrr_eforprogramrequirements. coca] gradelensdelivers high efficiency, radial light disv^ibu*jom PVC coated,`:BAVIIG,150V,SO'Crated and. eerifiedtoUl`•1i38standard, Materials Installation Hardware Furnished In Copper -Free Aluminum (Type 6061 46), Brass (Type 360) or Available for installation in threedistdnct mounting condidcxrs Tamper-resistam, stainless steel hardware, Stainless Steell (Type 304). Pantalar Pape” Finish Body Provides a dean transition horn witting system to fixture SdiExJule Stal uard°, our exclusive trolls compliant, 15 stage chnematzfree Rally machined from solid billet. Unibody design provides enclosed, 90, 18" PVC housing for direct burial into soil or concrete. Machined 'Process cleans and conversion coats aluminum components prier µ'ate: -proof whaway and integral heat sink for maximum componert 2-1/4" dia, cap mr fixture mounting. Stainless steel hardware, optional to application of Class `A' T61C polyester powder coating, Brass life-, High temperature, silicone `dY fling provides wafer -tight seal, 6" diameter, molded stability flange, which simplifies installation and components are available in powder coat or handcrafted metal finish Weather tight cab€econnectoraithS',2wire lowvolttagecable, projects into substratetoreinforce housing stability, For use with .12VAC Stainless steel wmpmasnts are available in handcrafted metal finish. 6PA i;; remote transformer, towshed finish for interior us- only), Cap Fullvmailiiedfrom solid bilietwith't/16"le?s3pening,3i0'rotat;an Power p° O'' with AipustableMount Warranty for predseoptic poshloning,Tamperiesiraant,shinless5teeisetscreay. Features 18' Power Pipe" and 1&" stem which passes through a 5year limited warrarcy, machined DDelrin" bushing within the Power Pipe` Cap• (3) s;aar ess Optional 2-1/16"dia.machinedglareshieidredu:es.perturebrightness, steel set screws secure Fixture position (Not available mth Integral Cerdflostitmand Listing r,amformer;. ITL tested to iE'SNA LM -79, UL Listed, Certified to CANKS.A/ANSI Stem Standards, Raliscompliant,suitablefor indoor or outdoor use. Suitable Fully machined, i°dia, with internal threads To, mazimumAsua€appeal. Power Pipe' with Transformer Homing (Optimal) for use in wetlocatlor:s.IP66Rated. Made InUS,, Availabencomigurablelengths to24".maximum overall. Addbona€4yfeatures integradtransformer housingfully machined from A coppei,fee a€urtdnum, High temperature, Alcove'0' Rind provides Q& ROHS4, Lens water -tight see!. Integral, TWO electronic transformer,'0S-300VAC Shad resistant, hampered, frosted glass lens is fartoryadhered tofixtire primary voltage.50/S4Hx Igor Dimming, 204A maximum lead. P wry 5alr )s . reqrswed t` d mo* of the untied Snarls n nraih:r n i cap and provides hermetically sealed opficai corpartment. --------- - _ -._----------- --- -------__---- — - 40429 Brickyard Drive ° Madera, Cha 93698 - VSA RELEASEE DRAYVING NUMBER 559,438.5800 FAX 559.4X5900 - - www.bkliqhting.com ww.bklighting.co- info(glakslghting.co n 05--17-1-7 SLTBOO1109 - ._-------------- - - - - - �op�lja Q79:yrrm I ply.;,P parruiueaie: g_,/e, appKs.Bmmata'�e 2-118' "Mm 7I8`t7 II z2nY ------ Vv NPI 22 mm 115 mm 4 112 in 049 min 83 mm 70 min 1 718 In 3 114 In 1.,,2 3/4 do - `E ` - - -j V, E 60 51 mm 35 mm ,tin 33I4iq ... 133 mm .,� S 114 in 01Vit” '„ ;e;§rie 41f71n oavi,vage �fz 31Q I �, N ��� Biu 049 mm a 83 mm Ba4C m 'Ig:4t� ;Rt,'lrflm) 11�i :._h1/4 in 1 /$ Intel -3 -- ao-dapp :- _.. d #3 mIm 116 rem $3 mrr 107 mm 1/4 in 4 a/2 in 3 if4 In'; 4 1/4 In 74 mm 0 2 7J8 In 1 # r _a 793 min z 314, CUSTOM RECTANGULAR BOXESORDER GUIDE: Code Cursmn %rge + Rax EBX A Lin Hill MFIL s mNa Saag4e gang 1 1/. LIGHT DISTRIBUTION: W B. Beagle Zang W lbelNir 3CMMI Y, 61`0- S•cepai FG toil 2.5'Lvaflt i:times !%5: ?r%si Y � 3t ttftt- 3i### '» il:» ::::: ;. +ssss3 +Y333 116'(%rrt ••:33” 4' 2 in s s%s£l>i '?ssdi3r'iu% #: 70 Trim 83 n -nem r m a.:» 333r /+ ills -'r � 31 illy 23] Sri Sto / ''-'----- ' ho--' i --.i P`+ R • ''. 333''/.%33'3333/3l'::33333'l:st33333/:3f %33333313;h"3 s331`)"3�;:3!')'3'/l///�llll.:3: - -- n 111'3' c c. EE....�._ E `' ............. F;$. ' � n«^., g cs Rea ru� FSCs rash.. i 111 rnrrr 2 Vain ; 4318ir° [ l EMP ,.., ', ° ...' A!l teohn gi nforataiiQaI, tNscioWimeritta Sa jaCY lo, nange u3,Epfaight?� NP Uglhtirg. VI MP p^ . .a'v✓sv.YtEpl.g,rilh3.isG;rE 0.817.I01£84 4604.708;EE;si Allle:.d`rua.inkrrin;on'i:n d curTani is sl3r 'raratanc;eG`&py'i t c :'y[ ..khti r}. rJv,-2.0ir The E9 -H is an unobtrusive, low -voltage, hanging fixture. Its rrinlinaiist design brings attention to the. lamp's effect, not to the fixture itself. The E8 -H takes advantage of LED modules that Can produce 10'-120' beam spreads with just a simple change of our Eine of field -serviceable optics. Construction All brass components. 1/8" [3mrnl thick brass housing. Lens Tempered soda lime glass. Mounting Supplied with 20" stainless steel cable 36" lead wire, and V2" mals fitting for mounting accessory. Or the cable can be removed and the fixture hung directly by its loop. Voltage 12 Volts AC with Integral driver (9-15V input, dimmable below 9V). Remote tranleVrrie- required. Lamps Triac dimmable down to: iM,LV c5% typ., ELV <10% typ. Cr eKFEZ[ EFt 2°a .A -SP Spot 10° Beam: 20' Field Z'd adf 1mA£C `".Sit. u 21"1 -A -NFL Marrow Mood 1&° Beam, 32' Field (?WA-FL Fiodd 29' Beau, 61' Field tfdit#LE FRIENDLY mm 2W -A -NO No Optic 46° Beam, 114= Field 3w -SP Spot 13" Beam. 24" Field 3W -NFL Narrow Flood 17° Beam: 37' Field Gree XP02 LEC? 3W -FL Flood 30' Ream, 62" Field 3 and 4 Watt 3W -N0 No Optic 47° beam, Sha' Field `Alarm 4dhiie,3000K), m 4W -SP Spot 13' Beam, 24' Field _ 4W -NFL Narrow Flood 17° Bean., 38' Field 414E"FL Flood 30' Beam, 62° Field 4W -NO No Optic 71' Beam, 121' Field Also available in 270041. Add color suffix to lamp specification, e.g. `3W-NF`L-2700K" Optical— BGBBF Brass glare shield, full cutoff ,Accessories — FR8 Frosted lexis til.,9 Honeycomb louver, IIT [3mm] thick PR8 Prismatic spread lens RT8 Rectilinear spread lens Mounting ®TDMI Brass treeldeck mount with stainless Accessories steel screws - TCtfI Brass tree mount with nylon strap (48, 72, or 96") TDM2SS- Brass tree mount with stainless steel — — strap (48, 7.2, or 96") TDM3 Brass low -profile deckiwaall mount ®_ T#DM4 Brass low -profile tree mount wtfi notch for wire —. TMJB- Brass tree -mounted junat!on box; single fixture mount, stainless steer strap (48, 72, or 96") TtJBX Brass tree-mountedjunction E ox single fixture mount stainless steel screws Finish: UR•fi i s ed isetan ar ' nospecification required. The fixture will weather to patina. The patina prrc � ss is natural with brass and coa7er. Prate of patinaand eventual color is dependent upon climate and proximity to the ocean, Thus, Bea^iwe does not guarantee any specific aPpearanGe. Weight: 1.2 lbs. 0.5 9 t kg] IA 66 CSA Listed file #1800' 10 year fixture warranty 5 year Gree LED module warranty MOUNTING? EXAMPLE: TDM2strapped to tree branch TDMZMounting Accessory [ofitianal) ES -H with 2W Project BY Date ta�� For ordering purposes, please specify (example:.E8-E1-2W-AQP—TDM2-72—BGS8) EO -H Fixture Lamp Accessory(ies) BEACHSIDE LIGHTING " 800.405.8732 °ssww,Bear:hsideLiyhfrsg.com ('3__PENDANT MTD FIREFLY 'BEACHSiDE' — 'L1 1' L2.04 SCALE: NTS 0412018 NELSON B Y R D 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL. LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE LIGHTING D ETA I LS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER L2,004 OUTSIDE FACE, TYP. 5-6" TYP. BRIDGE WIDTH 40 MIL. BLACK EPDM STRIP, CUT EDGE CLEAN SCALE I"= 1'-0" N cd N v _o U O 0 V) LO CD N 0 Q) V) 0 Q v)i co 0 / t� a� Vi m 0 n Q U / 7 0 0 / r U N O IZ N CD/ .0 CD 00 CIO / r� 10 2x10 CROSS MEMBERS WITH GALVANIZED TOP FLANGE HANGERS EACH END AT 4'-0" O.C. 1-1 /4"THICK GALV. STEEL BAR GRATE ADA COMPLIANT #GCM -1-125 BY MCNICHOLS OR EQUIV. 4x4xl2' IPE CURB SS MOUNTING LUG AS PER MANUF. SPECS TO ATTACH TO WOOD BEAM WITH (2) Y4"x3" SS WOOD SCREWS (3) 2x10 BEAM* GALVANIZED OR STAINLESS STEEL SIMPSON CC COLUMN CAP SET INTO PIER (OR EQUIV.) CONCRETE PIER MULCH CONCRETE FOOTING COMPACTED SUBGRADE 40 MIL. BLACK EPDM STRIP, CUT EDGE CLEAN (2) Y4" x4" SS SCREWS CONNECTING CURB MEMBERS TOGETHER ON BOTH SIDES (2) 2x10 BAND BOARDS 4x4x12' IPE CURB, DO NOT STAIN EASE ALL EXPOSED IPE EDGES Y"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 1; Li I I-- I I I------- I I! All DDT CII I DI A T C - -I 1 I_' = REINFORCED CONCRETE FOOTING TT III I � I I - -- W/#4 REBAR 12" O.C. t - � k[ `, , �I j � � �I I _ _ 1 COMPACTED AGGREGATE - - --- 1 -- '-= COMPACTED SUBGRADE 18 - -- - --III 1_ BOARDWALK SECTION - ABUTMENT SCALE 1" = 1'-0" NOTE: 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 #I FREE OF KNOTS, CRACKS AND DENTS. NELSON B Y R D 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HAL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE BOARDWALK DETAILS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER I 0 m NOTE: SEE TYPICAL GUARDRAIL TYPE I DETAIL 6/1-5.03 FOR ADDITIONAL INFORMATION 31-111 31-111 GUARDRAIL ELEVATION SCALE 1 0" 0.0 0 N cd 3 CN 0 -4- J 0 O Q rV 0 N n V) V) (y) (D Q) V) n U (7 0) n -1_1 0 In 0 n CN CD 0 00 V) FrA 5/8" x 2 Y2" STEEL BAR STOCK HANDRAIL, FOR STEP-DOWN CONDITION SEE 4/1-5.43 5/8" x 2" STEEL BAR STOCK RAIL I 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 NELSON B Y R D 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE SITE RAILING ETA I LS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER sm 1 C/ -CN Ir, 0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE QPROPOSED SHRUB VEGETATED SCREEN BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING PARKING AND GROUNDS PLANTING MEADOW MIX 1 MEADOW MIX 3 NOTE: SEE SHEET L3.10 AND L320 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES (2) ACER LEUCODERME (4) FAGUS GRANDIFOLIA (4) HALESIA CAROLINIANA 0 N C6 0 N v 0 U O N 1 i W 0 co I 0 ID a� V) 0 Q Vi 0 i N a� Vi 0 0 Q U, a� 0 i 0 i 0 0 0 U a� 0 r N 0 0 00 V) i ri EXISTING VEGETATION RETAINED \\O ............. 140 O Planting Schedule Existing Canopy Cover Area of Canopy Total Canopyin Quantity Area of Canopy Total Canopyin Quantity Units Scientific Name Common Name Size Spacing 10sf rs Y (sf) Coverage (sf) 8 pcs LARGE CALIPER TREE 112 2 Cornus florida Flowering Dogwood 124 7 3 Fagus grandifolia American Beech 6" cal. B&B as shown 227 1589 1 100 Platanus occidentalis American Sycamore 6" cal. B&B as shown 368 368 25 pcs MEDIUM CALIPER TREE 10 Acer rubrum Red Maple 4" cal. B&B as shown 177 1770 2 Carya ovata Shagbark Hickory 4" cal. B&B as shown 72 144 1 Magnolia grandiflora Southern Magnolia 4" cal. B&B as shown 54 54 12 Magnolia virginiana Sweet Bay Magnolia 3" cal. B&B, multi stem as shown 113 1356 72 pcs SMALL CALIPER TREE 7 Acerleucoderme Chalk Maple 2" cal. B&B as shown 88 616 33 Betula nigra River Birch 1" cal. B&B, multi stem as shown 397 13101 4 Halesia carolina Carolina Silverbell 2" cal. B&B as shown 123 492 28 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 16 448 Proposed Tree Canopy Coverage 19938 Existing Canopy Cover Subtotal Existing Tree Canopy Coverage Existing Tree Canopy Coverage*1.25 2089 2611 0 10' 20' 40' 6 NELSON ' I* B Y�RD' ON 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 � Cu STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE TREE PLANTING DATE: OCTOBER 22, 2018 SCALE: 1 " = 20'-0" DRAWING NUMBER L3.10 Area of Canopy Total Canopyin Quantity Units Scientific Name Common Name 10sf rs Y (sf) Coverage (sf) 22 pcs EXISTING TREES 7 Juniperus virginiana Eastern Red Cedar 16 112 2 Cornus florida Flowering Dogwood 124 248 3 Quercus alba White Oak 243 729 10 Deciduous (not identified) Deciduous (not identified) 100 1000 Subtotal Existing Tree Canopy Coverage Existing Tree Canopy Coverage*1.25 2089 2611 0 10' 20' 40' 6 NELSON ' I* B Y�RD' ON 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 � Cu STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE TREE PLANTING DATE: OCTOBER 22, 2018 SCALE: 1 " = 20'-0" DRAWING NUMBER L3.10 N L O 0 O U O O i 3 Q) E a� 0 w 4_ 0 N J 0 a_ (D V) a Q c� 0 a� w V) cr> 0 i 0 Q U i 0 0 s (D Ln U n- U N O Q_ N 0 s 10 0 co V) i ii LEGEND 0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB VEGETATED SCREEN - 10,747 SF TOTAL BUILDING GARDENS, ENTRY FEATURES, AND COURTYARD PLANTING - 4,831 SF TOTAL PARKING AND GROUNDS PLANTING - 8,330 SF TOTAL MEADOW MIX 1 - 22,033 SF TOTAL MEADOW MIX 3 - 2,128 SF TOTAL Planting Schedule cont'd 92 pcs LARGE SHRUBS 25 Cornus sericea Red -twig Dogwood 7 gal. as shown 72 1800 37 Ilex verticiloto Winterberry Holly 7gal. as shown 41 1517 30 Viburnum rhytidophyllum Leatherleaf Viburnum 7gal. as shown 22 660 46 pcs SMALLSHRUBS Native grasses &forbs with emphasis on drought tolerance & minimal maintenance. Grasses constitute majority of the mix with wildflowers to attract pollinators and create an added 25 Ilex glabra 'Shamrock' Inkberry 3 gal. as shown 21 Fothegilla gordenii Dwarf fothergilla 3gal. as shown Ph 5-9 Y 10 Festuca ovina var. duriuscula (F. Hard Fescue Proposed Shrub Canopy Coverage 3977 Y 20 Festuca rubia Creeping Red Fescue Proposed Tree and Shrub Canopy Coverage 23915 10 Festuca rubia subp. Commutate Chewings Fescue Total Canopy Coverage (proposed tree and shrub canopy + existing tree canopy) 26526 5 Lolium multiflorum Annual Ryegrass Y 10747 sf VEGETATED SCREEN (10747 sf / 12360 seedlings) Y 2472 Aquilegia canodensis Columbine 1 gal. seedling 12" o.c. 2472 Baptisio tinctoria Wild Indigo 1 gal. seedling 12" o.c. 2472 Carex pensylvanica Pennsylvania Sedge 1 gal. seedling 12" o.c. 2472 Chasmanthium latifolium Northern Sea Oats 1 gal. seedling 12" o.c. ')A-7') Crinrnhnllic knfF nlonic Dr irio F)rn a 4 1 an[ cnnrilina 17n n r 22033 sf MEADOW MIX 1; 0.51 ACRES (22,033 SF) @ 18 LBS/ACRE = 9.18 LBS OF SEED TOTAL Native grasses &forbs with emphasis on drought tolerance & minimal maintenance. Grasses constitute majority of the mix with wildflowers to attract pollinators and create an added layer of diversity and seasonal interest. (60% native grasses, 20% cover crops and legumes, 30% wildflowers) Seed Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 5 Festuca orundinadea Tall Fescue Ph 5-9 Y 10 Festuca ovina var. duriuscula (F. Hard Fescue Ph 4.5-8.5 Y 20 Festuca rubia Creeping Red Fescue Ph 5-8 Y 10 Festuca rubia subp. Commutate Chewings Fescue Ph 5-8 Y 5 Lolium multiflorum Annual Ryegrass Y 2.5 Trifolium pratense Red Clover Y 10 Secolecereale Grain Rye Y 0.05 Euratorium fitulosum Joy Pye Weed 0.2 Iris virginica Blueflag Rhizomatous 0.01 Lobelia siphilitica Great Blue Lobelia 0.03 Monarda fitulosa Wild bergamot 2128 sf MEADOW MIX 3; 0.05 ACRES (2128 SF) @ 18 LBS/ACRE = 0.9 LBS OF SEED TOTAL Native grasses & forbs with emphasis on drought tolerance & minimal maintenance. Grasses constitute majority of the mix with wildflowers to attract pollinators and create an added layer of diversity and seasonal interest. (55% native grasses, 15% cover crops and legumes, 40% wildflowers) Seel! Lbs/Acre Scientific Name Common Name Comment VESCH 3.32 0 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE U N D E RSTO RY PLANTING PLA N DATE: OCTOBER 22, 2018 SCALE: 1" = 20'-0" DRAWING NUMBER L3,020 zCD SEE PLANT LISTS FOR SPACING Q212♦ ♦ i i i SCALE: 1/4" = 1'-0" FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT 0 0 1-0 00 r4PERENNIAL AND GROUNDCOVER PLANTING LAYOUT •o L3.60 SCALE: 1/2" = 1'-0" 0 0 U O v a� 0 n 0 J 0 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS 0 co i i v v Vi 0 I-, U i v 0 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/ OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST ('2__" B & B SHRUB PLANTING DETAIL 1_3.60 SCALE: 1/2" = 1'-0" 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 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% 1= ORGANIC COMPOST COMPACT SUBSOIL TO FORM PEDESTAL (I; TO PREVENT SETTLING ('5_'_TREE PLANTING DETAIL 1_3.60 SCALE: 1/2" = 1'-0" ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING WITHIN 5% OF PAVED PARKING AND PAVED AREA = 22,035 SF 1,102 SF 2,446 SF A PARKING LOT VEHICULAR AREA + ONE (1) LARGE 0.05 * 22,035 SF = LANDSCAPING AREA LANDSCAPING AREA OR MEDIUM TREE PER TEN (10) 1,102 SF WITH TREES OR SHRUBS WITH TREES OR SHRUBS PARKING SPACES 1 * (79 SPACES/10) = 8 TREES 7 TREES 37 TREES 8 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO TEN (10) 108,324 SF GROSS SITE* 0.1 = 10,832 SF 2,611 SF EXISTING 26,526 SF TOTAL PERCENT OF GROSS SITE ACREAGE 10,832 SF CANOPY RETAINED 2,611 SF EXISTING + 23,915 SF PROPOSED) NOTE: a) PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE 0 IL SEE L3.10 AND L3.20 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U aD 0 n N co 0 7 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS L3.60 SCALE: NTS r z 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 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 2 X ROOTBALL DIAMETER MINIMUM CONTAINER SHRUB PLANTING DETAIL 1_3.60 j SCALE: 1/2" = 1'-0" 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 L3.60 SCALE: NTS NELSON B Y R D 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 10.22.18 PERMIT STAMP PROJECT NAME KESWICK HAL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: OCTOBER 22, 2018 SCALE: AS SHOWN DRAWING NUMBER LIGHT FIXTURE SYMBOL KEY �) IN GRADE MARKER LIGHT OW -LEVEL PATHWAY FIXTURE 04 STAKE -MOUNTED UPLIGHT FIXTURE LIGHT POLE FIXTURE N GRADE FIREFLY FIXTURE FIREFLY PENDANT MOUNT FIXTURE GENERAL NOTES THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO THE LIGHTING SHALL BE BY OTHERS. NO SUBSTITUTIONS SHALL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL FROM LIGHTING DESIGNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODES. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, ELECTRICAL CABLE, TIMERS, TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTALLATION. THE CONTRACTOR SHALL VERIFY VOLTAGES FOR ALL FIXTURES WITH ELECTRICAL ENGINEER. THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CLEARANCES, CORRECT CEILING TRIMS, AND AIR HANDLING REQUIREMENTS (IF ANY) FOR ALL FIXTURES PRIOR TO ORDERING. THE CONTRACTOR SHALL VERIFY ALL FIXTURE AND CONTROL LOCATIONS WITH THE DESIGNER PRIOR TO ORDER. THE CONTRACTOR SHALL COORDINATE ALL PAINTED FLANGES AND TRIMS ON THE SPECIFIED RECESSED FIXTURES TO MATCH ADJACENT CEILINGS. LAMPS AND REFLECTORS MUST BE REMOVED PRIOR TO PAINTING. FOR ALL HATCHED AREAS, REFER TO THE ELECTRICAL ENGINEERING DRAWINGS WHERE FIXTURES REQUIRE REMOTE TRANSFORMERS AND/OR DRIVERS, CONTRACTOR SHALL DETERMINE LOCATIONS AS REQUIRED FOR EVEN LOAD DISTRIBUTION, SERVICE ACCESS, AND VENTILATION. WHERE APPLICABLE, THE CONTRACTOR SHALL AIM AND ADJUST LIGHTING FIXTURES AS DIRECTED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. WHERE APPLICABLE, THE CONTRACTOR SHALL PROGRAM CONTROL SYSTEM AS REQUIRED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. THE CONTRACTOR SHALL INCLUDE UNIT FIXTURE COSTS IN ALL BIDS. SWITCHED WALL OUTLETS AND FLOOR OUTLETS TO BE LOCATED BY INTERIOR DESIGNER. EXACT LOCATION OF DECORATIVE FIXTURES MOUNTING HEIGHTS AND HANGING HEIGHTS TO BE DETERMINED BY ARCHITECT OR INTERIOR DESIGNER. FOR ALL FULL OR HALF HOT DIMMED OUTLETS USE LUTRON DUPLEX OR HALF DIMMED RECEPTACLES PART #NTR-1 5-DFDU OR NTR-I5-HFDU. LAMPS MUST BE FITTED WITH MATCHING PLUG #RP-FDU-10 REFER TO AV FOR ALL LIGHTING CONTROLS, TOUCH PANELS, AND KEYPAD LOCATIONS. REFER TO ARCHITECTURAL RCP FOR LIGHT LOCATIONS AND DIMENSIONS, NELSON B Y R D ��� �'< �mm W 0 L T Z LA,NDS(3APE ARGNITEC T S 3'10 East Market Street Charlottesville VA 22902 T 434,984,1358 F 434,984,41 58 \/wvw,nbw1a.c;om ------------------------------------------------------------- c� z ; 0 z C r. W L Lu ce F_ NO Lu �,, NO, Date Issues/Revisions 1 08.13.18 100% DCS 2 10,49e 18 PERMIT SET ?nc.; NAME KESWICK L LANDSCAPE 9'" LBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY STB CHECKED BY: DLLI DRAWING T(LE LIGHTING DATE, OCTOBER 19, 2018 SCALE: lit 1_ _,3t " � QRAVvING ";UMBER KH LT 0 Z CK (D LJJ z F- CL c� z ; 0 z C r. 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