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HomeMy WebLinkAboutSDP202000073 Plan - Approved Minor Amendment 2021-01-25L Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, Lzoluding connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizont,al:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achievedl. 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). CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: COUNTY OF ALBEMARLE ' * Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparimg the drawings on the title sheet. C. The constructed location of all items associated with eaclh facility, and the inspection records to verify proper dimensions, materials and installation. The items :include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all glitch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand llayers, keyways and cores must be verified as to material types and depths. Include inspection reports„ boring or test pit reports and materials certifications. Biofrlter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaection in dams. 15, Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS 'FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC, ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR [FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND :�/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK, CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA.AT 1-800-652-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES, (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE CGURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT ,OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER, VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CON STRIUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS .AND PARKED EQUIPMENT. 31, HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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). 10, RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND'VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/I OOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SIILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. NEW RETAINING WALLS 3 FEET AND HIGHER REQUIRE A SEPARATE BUILDING PERMIT. IF RETAINING WALLS ARE WITHIN MANAGED CRITICAL SLOPES, THE DESIGN MUST COMPLY WITH ALBEMARLE COUNTY CODE CHAPTER 18 SECTION 30.7.5. ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. ® DROP INLET & STRUCTURE NO. CURB SEWER J^ g-/_-N EXISTING SANITARY SEWER PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER DRY CURB & GUTTER yy EXISTING WATER LINE PROPOSED PAVEMENT 6" W PROPOSED WATER LINE PAVED DITCH -8 6" W PROPOSED VALVE - JUTE MESH DITCH IT! -- 6" W PROPOSED TAPPING SLEEVE -� CENTERLINE OF DITCH -� BENCH MARK PROPOSED FIRE HYDRANT (COMPLETE) . CLEARING LIMITS GRADING -� R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - --- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 PROPOSED SPOT ELEVATION HP = HIGH POINT LP = LOW POINT 1� PARKING COUNT FFE = FINISHED FLOOR ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT m E 0 N OU N � C > E w v E � H `L U. o 3 � O M J U 00 IL wJ-tn > p N V) N tD W N M Z � = X O to Q w oa mod. U j L9 F' Q Ln rn O N LJ M 00-1 ko[_ (A Z O 7 O O O ti ti ti m m m V) W V) W (f) W 0 ti W O q ' CL Q� m � z \\ \V) ww V)ww > ry Z ww Z Z ww Q �6�ia Z Q Q Q 00C)00 OqN"" W � \C)NOO kpN\NN N \ cp \ \ H�r~� DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A 0 c aS in U c L a� a� 0 42 3 m 0 0- L ZI ro ^ o 1.L N ar V) 7 r^ z H s H Q o J H ' I I 0 Q 0 ro ro = z Q O z Q U m� W =o 0� 20 (� lY� m z V) O s W Q o0 c ro E c N ro in r_ el U c U) 3 Z� Oa n. g x F- a) 0� 1= 0 0 0 o > 1 (n ro D o � v +� L Q� (n (0 0 0 aU. U r L a) o E� � c � ro -00 m a) a� � io �U JOB NO. 0 c O 40241 C(n ro U) C:o SHEET NO. ro " Q. o C1.0 U) 1 PP L 2" R NOTES: 2 R 1. SEE LANDSCAPE DRAWINGS, SHEET L2.00 & L2.10FOR CONCRETE BUMPER BLOCK 2" 5" 4" TOP OF CURB 1" R EXTERIOR STAIR AND HANDRAIL DETAILS. ANCHOR WITH 5/8" REBAR CONC CURB AND GUTTER CLASS 3A, 2. SEE CIVIL PLAN SHEETS FOR RISER HEIGHT. IMBEDDED 24" IN GROUND , HANDICAP SIGN �{ m (f'c=3,000 PSI) CONCRETE • HANDICAP SIGN LOCATION (VAN) 3" 411 OP, THE DEPTH OF CURB MAY BE 6 LOCATION (TYP.) A MINIMUM OF 13" AND A k+e 2 MAXIMUM OF 19" •'• � '`'• •, SURFACEEOP 1 :1 711 EDGE OF j d ° - - / ° a d ° Q d ° 4YS, J {CI, 11{fia FQ t�� '• • • . R:. P BASE � o.a XY v PAINTED PAVEMENT a I 18 2 2% MAX. 18' 18' ° a /��/��/ PER :......°.•' •. �\ as %�/%�///4 VDOT I 4 VDOT A-3 CONCRETE SPEC. PAINTED 7 ° ° STRIPE 4" MIN. SUBBASE 4" MIN. ° RIVER STONE (12" DEPTH) 8 5 8 (TYPICAL) ° 4 PVC PERFORATED 8 8 I I_ /.\ /,\ \ /\ /,\ UNDERDRAIN GEOTEXTILE FABRIC TYPICAL =' VAN 6" 7" 6" 6" 2'-0" CONTINUE STONE BASE CONTINUE 21B STONE ACCESSIBLE ACCESSIBLE FROM ADJACENT PAVEMENT HANDICAP SPACES REGULAR SPACE SECTION UNDER CURB COMPACTED BASE FROM ADJACENT DENOTES GRAVEL FILTER STRIP ON PLANS SUB UNDER CURPAVEMENT BECTION o a Ol V N vi N � EXTERIOR STAIRS GRAVEL FILTER STRIP DETAIL TYPICAL PARKING SPACE DETAILS f kNo DOT STANDARD CG-3 VDOT STANDARD CG-6 CURB &GUTTER No Scale No Scale w > E No Scale Scale No Scale s O O O NOTES: ¢ b 3 0 f M m m m 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTION. U. U. w 2. REFER TO DETAILS BY NELSON BYRD WOLTZ FOR ADDITIONAL INFORMATION RELATED TO RAIL, Lu ZD NON -SLIP BROOM FINISH � J U 00 � (n � POSTS, FOOTINGS, FINISHES AND INSTALLATION. < o rn 3. REFER TO CIVIL DRAWINGS FOR SPOT ELEVATION INFORMATION. 4" DIAMETER STEEL N ° PIPE FILLED WITH CONCRETE. BOLLARD z � It M z SHALL BE PAINTED HANDRAIL YELLOW VARIABLE WIDTH' ° O Q 4 Z (SEE ARCH LANDSCAPE PLANS) MAX. CROSS SLOPE 2 /o � � � � W W W O 4 �=vN �QQ QV) PAVEMENT \�//�\�/\� a. c \\ F=- U Ln W CL 0 0 0 0 0 0 0 0 0 0 0 1 o o 0 0 0 6" TYPE 21-B AGGREGATE BASE COURSE % 2-0 DIAMETER CONC. FOOTING o 0 0 0 0 0 0/�///////� o. d O I" 3,000 PSI @ 28 DAYS\/\/\/\//\/\//\/\/\i 4" 3,000 PSI AIR -ENTRAINED o w W W W W 4. CONCRETE iO COMPACTED SUBGRADE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER W W W �W1. + 4' Z z z G ,. °vi DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS a. WW�WW NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH O I•- F- I- f-- SLOPE AS SHOW I VDOT STANDARDS. THE COLOR OF ALL FLATWORK SHALL BE N °~ "UVA CANVAS" ° IN PLAN MAX. 1:12 O 0 0 0 0 Z Z O 44 ° DENOTES GRAVEL SECTION ON PLANS CONCRETE SIDEWALK PAVEMENT SECTION ~ a. c 1. I° G p. ; No Scale W -� . -_ aI 1. a BOLL ETAIL GRAVEL SECTION - -; - - ----- - --- N O O O No Scale V N N N o f JI R D D W N --- �_ I- ��= E`I EXPANSION JOINT WITH EQ I: RESERVED RESERVED PREMOLDED EXPANSION V) PARKNVG PARKING FILLER, "ZIP STRIP" OR CONCRETE SIDEWALK EQUIV., SEAL WITH DATE SEE CIVIL DETAIL SILICONE SEALANT O -1 1/4" SEALANT � R= /a NON -SLIP BROOM FINISH %' 111912020 I CONTROL JOINT SPACED POST FOOTING. SEE DETAIL BY I 1 AT WIDTH OF WALK WWF 6x6 W2.9xW2.9 DRAWN BY NELSON BYRD WOLTZ (TYP.). a 2" ° a C. GAYNER m�'� EXPANSION JOINT AT MAX OF 100' °�-` °a ° ° ° . 10" 3 000 PSI AIR ENTRAINED PORTLAND $500 FIDE i100 - W FEE a TOWAWAYZOf� TOW AWAYZOI�E °- <°; ;,.; ; WITH PREMOLDED EXPANSION FILLER ° CEMENT CONCRETE DESIGNED BY 4.1 4. 6" TYPE 21A STONE COVER • VAN A. ALLISON D B DE CBR 11.2 • COMPACTE SU GRA ( ) 6' ABOVE ACE 6' ABOVE � /�/��� � �� /� / /� CHECKED BY ADA RAMP AND HANDRAIL DETAIL FINISHED FINISHED CONC. WALK No Scale GRADE GRADE SPAiCES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR • C. KOTARSKI PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING b • °. • SCALE SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) ° WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL d. ° DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 4 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) 4 ° ° BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 o NOTE: THE COLOR OF ALL FLATWORK SHALL BE "UVA CANVAS" • SURFACE WATER FLOW VA. SIGN FOR THE DISABLED ON 0.80 GAUGE � � � � � � � � � � � � BELGARD AQUA ROC OR ALUMINUM. COLORS: GREEN BORDER & FLUSH CURB APPROVED EQUAL PERMEABLE JOINT LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, (BROOM FINISH) OPENING AGGREGATE WHITE BACKGROUND. COMPACTED SUBGRADE 4" 21-B STONE HEAVY DUTY CONCRETE SECTION No Scale PARKING SIGNS FOR THE DISABLED 1-1/2"PERMEABLE No Scale CONCRETE SIDEWALK JOINT DETAIL 12 MAX. e Q Q /�\/\ SETTING BED No Scale 0 0 0 // AGGREGATE 7-1/2" 2' FROM FACE OF CURB Q Q \ 4 21 B STONE 6' LENGTH 9.75" #57 STONE „ /\ ,%%� ''•\ \ ` •. \ e �\ \�O`/', `' \ \ \ \�`r `� \/'� 5.... 2.0" ASPHALTIC CONCRETE SURFACE STONE \/\/ / /� //\��\/\//\// !l\//,',//' \//` f \'f/� `/�//�/ \//// \'f/\� ` // \//\/!\//\'/\//`�// \ \\\\ '\ '\ \ \ `. \ \ \ \ \ `' \ a ° „ ° COURSE -SM9.5A //\/i ANCHOR WITH /a REBAR ° /� ° 6 ° 3.0" INTERMEDIATE BASE COURSE - BM25.0 �\\/\/\e IMBEDDED 24 I N GROUND; w\/%'\`r�''1•''/\�'/1.,/,�'�//�. 0 0 0 0 0 0 0 /'r''`/��\/`%\�// //'��% //` \\'`/%�/�%\//%,/�l\'/f ///,�•'`f /�'%\/*'r,�\"��%\;�''r/%//i\\/''%'//%\/�l\',r�%/A�''r%'r ,�',%\',r/%//%//%���� o fl o 0 0 2 PER WHEEL STOP o 0 0 0 0 0 0 �t 5 8 TYPE 21-B AGGREGATE SUBBASE COURSE PVC GEOTEXTILE COMPACTED UNDERDRAIN FABRIC (TENAX SUBGRADE SLOPE \///'�/// PIPE MS220B OR TO UNDERDRAIN o 0 0 0 0 PERM EABLE PAVERS SECTION - LEVEL 1 PRECAST CONCRETE WHEEL STOP CURB TRANSITION DETAIL COMPACTED SUBGRADE Q No Scale No Scale No Scale DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS H SIGNAGE NOTES: z < t-1 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH �A� E f.- Yr?I s-sasE �Dj HIcK s Rl auIBI;*WO W OEOW THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY > I" I" I col sua sits. , _ . cad 404i 0 c {c� _ APPLIdMidNt Ctz�!? TMCK� E x {I�#•}LSi~E REVISION THERE TO' Q REFER TO DOMINION POWER ? �•' sur�c�uwt: scab: 4s A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. " B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC HEAVY DUTY ASPHALT PAVEMENT SECTION = z 0 30" MIN COVER DESIGN STANDARDS FOR 7���xs{rcYto+as= s. - rs FROM FINAL GRADE DUCTBANKAND PRE -CAST COMMS » - 3rrt Fali t�..+1_ : �; CONTROL DEVICES. No Scale _,3%3Q °G�,e},AJCrt.'K i3E,Y*�'I�.. Z MANHOLE TYPICAL BACKFILL ot��r��°gx ++ � � p � ° will r�r- C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE O ; cococ+: otJc i sit rx_ SPECIFICATIONS, U D. THE 2000 INTERNATIONAL FIRE CODE.Lu \ %^ / / / \ \ z '. •. ``����'�' t.Z, t tt� tz° - ' ': •CG!{*CtZkH Uiitr±lfiE,.i±ltitiEiRtK3. '� . +°tt� t{E 14%ifG.Y ; iT> � 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOIDWITH UNDEGROUND UTILITIES OR OTHER NS,ONFLICT AND TO COMPLY WIT CONSTRUCTIOH STANDARDS REF RENNCED N NOTE 1 ABOVE.o 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A o of�bJ�b o o 8 TYPE 216 AGGREGATE BASE COURSE o �( 0.` Q Lu co n a v � W 7:7 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND LLJ / GENERIC COMMS DUCTBANK W/ (2) INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND �\/\\/\�\/ /\�\/\�\/\\\/\\\/\�\7 COMPACTED SUBGRADE 4" SCH. 40 PVC CONDUITS SHOWN. INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. i '; / / \ CONC. ENCASEMENT SHALL BE 3,000 PSI MIN THREE INCH' '. DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS ::: F CONC. ' t, • ENVELOPE0 r- , a�,•�z+^r � . ' �+', ,. � �, :_` �� : ' SOLID WHITE LINE 24 \ / SURROUNDING. REFER TO y p / DOMINION POWER DESIGN, rx° (TYP.) / / f . T{t +spit rklEfiiticc?rk�sttya�sLYtrT,!�i�atte#:i3tEdc txtiiiF�ui4V�e. c0.3 a / \ STANDARDS. (TYP.) utt�(tuuoc++rctuots�rsaarwnv€t;crtrtvrt�aec>ocexrt:rtruts+ecct irtvntua�is �,. t�1(£r`pc>�,twAf£Y+E{(.C3'F�IiN45(fY(�y9.7p P4�t,�$PEIi $t�d4}E`!'.�#i�. .. , \\ G9 95LttF+tC STOP is CNIV - 'k CEf�1 F�NRU7SitEG iitic Iifk ft}t ID#dF F t{i 11C�ii 1� RtXf,t$iGSvfCkt _. \ tta eQ t7G Mitt € c4�iaaF fRsrt?nizNRear_trpE crAltk�A rrri ;°S?raaw ai0 k�4tl nc ci xF err rr AcNt�rct?:S°Jr Et .. SN.tfX+4f.dl€ 0triCEtlt�,x{.k�.i,.4�`key,Fi!LF4.C!41.tY!i i���r3s��€.Ur.,E*.rt.>ACGk 3.�l4tttt~4.g1'rQ:s�.�:Be,,l�tG�,.�nt •:: LIGHT DUTY ASPHALT PAVEMENT SECTION b• A9 S�dJhrtkctUlFt nAAlTkxi3[tM kt3nt,t�SFt�� 'sYf c.£i#[6R :;4Rakil Y iA`�,sffiGl�lER9A�ciF.attseE iiiG. }{%t�'r:: Q a,t{s,+,Y 12' 41 s4��hd.��+#Y:Nn�ftbfAx=.�itstEtc�J3�urcSscalYutttf�1+17t�+,tccc?seAtt a ? \ �ya,ua9s�rtnFrcoAr ;iatttex�tatP�Sg�itit7 S�TYktt�ts.nytttPrys�trtgar,>Er=, STD. (VARIES) No Scale _ .. !EHkyssieAv" a.liaeT�artttlPnrtrirv�rt3r7Siikrrriiir�eat�%ajm3€tii.ezaz4? - '/. '/. % '/. '/. '/. '/. '/. '/. '/, % % '/. % '/. % -. ,„. - .5'•., ,.:• . �.r. i9 t a3 iFt1SE- '. :.4• . �,,.,y,'?,. r. ....u..,f . ,... :,,..YH". Lt.i) :': _.:...... ,_.SFi£K. E_. tRtc tta_RK. H:F _ f,•,GYg, iQ-.S�E.G€ ;0: . ... .\. tse ,..rt:, .,r�u».... - €,.._,_Q _,_.__..... TOP OF CURB ,._._ STOP BAR DETAIL NOTE: STOP SIGNS TO BE 30 WITH 5.e•,:-:•, ';•-��'.:c}?' ,i3.*,4`,w.-...*- ,':: ;:k{dl'. SL.: Ems. E'Etib€;K{ .R.ftE`F4%.....::r.. '�1t - GEi?3":.#',.:..ii}i.S>it..,.. i.YatLt.iJA1,f3Xt�4.:.t .�.,y <:',�;..�,..,......N,(:. ?!'3+i:-..??.,. °.. ..Y... .AI? ,.tk$t+U..:tt ..,...,'... ..!''.?:, ._..... REFER TO DOMINION POWER , „,..._....,°.Yrtzct�t�st,rttic'.raecrlrrwtry HIGH INTENSITY SHEETING NO SCALE C; J;dtt;tltr° ra{dair Ri3[P �drup7at?<ixN4ctYpai�.. _. • , , �. - DESIGN STANDARDS FOR I:I�I • �:tR:. , . v�- :a atr su + caow a�rzrcw ' us�Eo.riat� M? %a ?fir+, iY„ PA_„iBPeStt_.To.,. #. Jtc .,t�41UE£C.t .. F+lltx _ {,.. _ '\ rxt s�ar�sa, s t et me�rr;� cwt Ytart ��r ,. \ a .j, r _ _ SU..... C......... . \ - .. l:it, 't.1:4"; : I '. ��_.:-:; �..., r:. .. ..: -r . t c r t:.. 1 t. -•t�� aS: .. \ D BANK AND COMMS MANHOLE ,.- ... �,.' . --, . _ , , .. _, .r k�scN{�� _-fft�tc�.r .r•s?�.r.-rk�,�ts�� �uta,tat_._�tw�.�+ s �?+ \ \ \ \ UCT m s;I�, .Gtu4tltct�lc?+tlr.ECtkKr��• t -:1 { ti 41 I i t '. txiNi.4t°ce� tti,gai qGa _ }. TYPICAL BEDDING �jj `= - jt-{{#-@@ - t; FavvtrF�z�wclsttto<r><tiswTFsiaro�.zair�ntarc�itiahts�i+Tt%t�«si � �, .{. � ��, t�. i� �4k�...-�}a(iC%'�E(ib�-i±�?.EK.1.4AA7�F.le+,tld�t9f.+�Li�isi€;it:Kx*tT�llfitil4fk�F3i?tJ1t�i5�CG?�?C3�WAt�it!�..PA�';�t$... . �l Ent' -- I 4. BASE M al toSOLID WHITE LINE it�=-I: 11�,G�Ez�t�tAs�attt�t�ttt 1211 W nF #+. fYlFt�FER6tEfS?sSCtlpt{TfA.74141kSli3lS�%£$ttt.ifU4YT€f�i -L� >° T rLi € r :tit iik-,- l r BCTIf}N GEIi t1R3ANGFZEEt 1'LA ((C PA�IEFtS, zrc..°t,r' S1L�liRD 13ETAl.L' 6' \/\/\ VDOT A-3 CONCRETE SUBBASE ;� 'stoma«:r�tGts�ttY�rtcr�®�nxc�ca��AeUs�,i�pa�ter•,�rt�aratrcRr�t�;ttrzt�assv�o�tcr• -.✓�a�•sF �z���� �si��trraara:€.= r _ JOB NO. DENOTES REINFORCED TURF ON PLANS 2' 2' CONTINUE 21B STONE BASE 40241 (TYP.) (TYP.) FROM ADJACENT PAVEMENT SECTION UNDER CURB SHEET N0. TYPICAL 2 SCH. 40 PVC DUCT BANK SECTION DETAIL REINFORCED TURF STRIPING AND SIGNAGE DETAIL FLUSH CURB C1.1 No Scale No Scale No Scale No Scale L 0 Q a >. s Q M M 00 N 0 Q 0 0 tj 0 n 0) 3 FRAME & COVER (SEE FIG. S-I-D,E) 18" MIN WIDTH GUIDELINE • I 8" MIN THICKNESS GUIDELINE M 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6° MIN. ON 8' - 24',10' MIN, ON 30' (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4 AVAILABLE: 4'- R 4"MIN ON 8'- 24" BASED ON MANUFACTURING REQ.) FOR CORRUGATED HOPE (ADS N•121HANCODUAL WALL, AOSIHANCOR W MIN ON 30" SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8" - 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 1 - 8'- 3V STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70,%05. 2 - I?-3VFRAMES $HALL BE DUCTILE IRON PER ASTM A536 GRADE 70-W-05. 8" & 10' STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110CoS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN13Y EBC MATERIAL 3130VERONAAVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM 03212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.23.06 PHN (770) 932.2443 N-12 HP, & PVC SEWER (4' - 24'). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Ny ® ��� j° FAX (170) 932.2490 5 - ADAPTERS CAN BE MOUNTED ON ANYANGLE 0' TO360'. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME ✓✓ as www."yloplast-us.cl MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 8.12'-3U"STANDARDGRATES $HALLMEET H-20LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY GATE 0311-18 RRAINBASINWITHSTANDARDGRATE 7 . 8" & 10. STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS 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 WR TTEN PERMISSION FROM NYLOPLAST. Y20II.0RAsr DWG SIZE A SCALE 149 SHEET 1 OF 1 DWG NO. 7001.110.144 REV H NYLOPLAST DRAIN BASIN WITH DOME GRATE (1.2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. e 0 MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE (3) VARIABLE INVERT HEIGHTS MANUFACTURER 0' - 360° ACCORDING TO PLANS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS(TME OFF) REQ. SAME AS MIN. SUMP) NYLOPLAST DRAIN BASIN WITH STANDARD GRATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER REQ. SAME AS MIN. SUMP) ANGLES VARIABLE V-39 ACCORDING TO PLANS REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN L.ARGER THAN 5" IN ANY DIMENSION 24"MI 8"MIN INTIAL BACKFILL* EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING N0. 68 STONE - - BEDDING 6" max 4" min 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 ' 1 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS R (4) VARIOUS TYPES OF INLET & OUTLETADAPTERS (6- MIN. ON 8' - 24",10- MIN. ON 30" AVAILABLE: 4'-30' FOR CORRUGATED HOPE 4' MIN ON 8' • 24' BASED ON MANUFACTURING REQ) TYPICAL SECTION (ADS N-121HANCOR DUAL WALL, ADMANCOR - V MIN ON 30" (DIMENSIONS MAY VARY WITH SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), MANUFACTURER'S DESIGN) PVC DWV (EX: SCH 40), PVC C9001C905, 3 CORRUGATED & RIBBED PVC WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 GALVANIZED STEEL STEP STREET SURFACE OR NON -PAVED AREA SLOPED AREA -� 1'-0" MAX 2'- 0" I. RUBBER COATED STEEL A STEPS CAST IN PLACE S-O" MIN PRECAST REINFORCED ' CONCRETE SECTIONS 12"MIN "0" RING SEALS 4 16�' MAX MINIMUM ELEVATION3-51 ° T DIFFERENCE ACROSS M. H. 5"R . 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ' VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING --t - SEWER.T ° d " °' a ° itA FILLETED INVERT FOR A SMOOTH ' ' '• ': 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 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 SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT !'rMATERIAL # 4 REINFORCING ROD CAL SECTION IS-1 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 12" I ► .., T- .. -- Z 2" FLEXIBLE CONNECTION -� NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w J CONNECTION BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN . NOTES. STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF ' '' 41-011 OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4%' FROM INSIDE FACE OF ° A ►.; • +.; • STRUCTURE WALL, a "�• "� �� PIPE DIAMETERS WHEN I ►,; . ►, ; . MAXIMUM STEP SPACING TO BE 16 C-C. DIFFERENT SIZES OF STEPS SHAD WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN PIPES ARE ENCOUNTERED. • �' ''"' EXTENDED 4/2' FROM THE FACE OF THE SUPPORT. • STEPS ARE TO BE VERTI ALLY ALI N C G ED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. W PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. NOTES: MINIMUM OF 3" EMBEDMENT SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE STRUCTURE. CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED NTS FIG. S-I-B TD-27 A f SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. SHAPE TO I CONTOUR OF PIPE I I I ° f 'f f Af A A Af SLOPE TO DRAN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS A SLOPE TO ORAN ° TO INVERT OF OUTLET PIPE (CORRUGATED HOPE SHOWN) / a GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. OF SUCH STEPS. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MU( CONFORMING TO CLASS A3 OR BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE : ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT CLASS Cl,EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. M SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, UP TO 411 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, o v A :;� ; };i ; •;;, : f r OR DIMPLED SURFACES. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ' SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE II ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ASTM B221,ALLOY 6005-T5. DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE F01� EXAMPLE �` ` ' 4 A a " THAT PORTION (COATED THE 81TUMIMOUS, SOLVENT TYPE ASBESTOS PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED I • V- 3V DOME GRATES SHALL BE DUCTILE [RON PER ASTM A536 4/ N4' S(�Q FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL CONFIGURATION TO BEST FI LINES PARTICULAR INLET AND OUTLET GRADE70-%05. ' �/ Pg SPECIFICATION TC-C-00498A. SECTION B-B 2-8'&10'DOMEGRATES FIT ONTO THE DRAIN BASINSWITHTHE USE 'v G/\�'�' I AAt OF A PVC BODY TOP, SEE DRAWING NO. 7001-110.045. ALUMINUM STEP PLAN 3-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWNBY EBC MATERIAL 3130 VERONA AVE METHOD OF TREATMENT IN MANHOLES DETAILS. RISERS ARE NEEDED FOR BASINS OVER BVDUETOSHIPPING NYLOPLAST HAS PROPRIETARY RIGHT$. THERECEIFT BUFORD, GA 30518 RESTRICTIONS. SEE DRAWWGNO.7001.11M65. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03.25.10 PHN(T70)932.2413 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932.2490 SPECIFICATION ASTM D3212 FOR CORRUGATED HOPE (ADS N IWHANCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME Ny' ® a��® www.nyloplast-us•com REFERENCE NVD= XVMT STANDARD METHOD 0 F SHAPING SPECIFICATION N•12 HP, & PVC SEWER (4' -24'). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE STANDARD STEP ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REFERENCE 5 - ADAPTERS CAN BE MOUNTED ON ANYANGLE W TO 30". TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11.18 DRAIN BASIN WITH DOME GRATE MANHOLE &INLET INVERTS MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION13ETAIL REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 6 - 8'- 30' DOME GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN VIRGINIA DEPARTMENT OF TRANSPORTATION 1 302 PERMISSION FROM NYLORAST. 0413NnaPusr DWG 82E A SCALE IAO SHEET 1 OF 1 I DWG NO, T001-110.397 REV D 100.09 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION HALF PLAN VIEW MH-1 01-3A, 38, 3C EXPANSION KEYED B-1, B-2 4'-8"► (2 x WALL THICKNESS)( EXPANSION J01NT 3'-(0" FOR DETAILS OF INLET JOINT CONST, BARS O `r= APPROACH 1.rrl Il•r■� / I%rrl/M1MwIM • •-• r liiiri��t■rt,■�I� mmmm �r///:�,I■Ilwl■r■� �AII4/.ia■���L=J FRAME & COVER BACK OF SIDEWALK JOINT `''' GUTTER SEE STANDARD IC-2. i- BAR G WARP Ep WEEP HOLE (AS REQ'D.) TEPS (AS REQ'D,) BARS G 4" " 2" g GUTTER WEEP HOLE (AS REQ D.) r EO 6f -}s f =j BARS B M0 Lu BAR C I - - - SUBBASE >\ ----BARS 11 AIRS F I , , (L o *2 HARDWARE I a^ BARS F- CLOTH rn r o 7 I n z Cl o o ;. i SEE -WEEP HOLE, I 1 2 ov1 STEPS (AS II I > x �oQ. B >.; . ., I . � z 1 11 II it BAR F BAR A STEPS. SE �. q I� ALTERNATE JOINT NOTE 5 iv II II BARS D FACE OF CURB I ,,. • DETAIL CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 8' 2'-8" q ` ` ' 61 MIN. PLAN IN SECTION A -A .� D x x D x p --A 10' MAX, KEYED CONST. JOINT B"-� 6" x 6" - W5.5 x W5.5 WELDED L-VARIABLE - MAX. 20' _� C WARPED WIRE FABRIC OR EQUIVALENT AREA B z GUTTER B� A APPROACH MONOLITHIC " 2" 2'-0„ 8, 2,-6„ 8„ 31-0„ 2,. �+ I GUTTER 'd a FOOTING • a HALF SECTION A -A , I- - - - - - - - - - - - - - - - - - - -- --N (WITH FRAME AND COVER REMOVED) B S �- _ - - ° 0 a 7" D + 8" + 2X _ BRICK CONCRETE I I BARS F BARS E L_ B BARS E 8" 2 t 31E3" DIAMETER I WEEP HOLE FRONT ELEVATION BARS F 811,1r $" $" BARs B DOGHOUSE WITH FOOTING NOTES: - - - - - - (GUTTER REMOVED) NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED � 5Xt/4" BENT PLATE SECTION B"B BY PIPES MUST BE DEDUCTED TO g"' 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES STEP REQUIREMENTS OBTAIN TRUE QUANTITIES. c1 "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. ' ' 2. A BASE THICKNESS OF 9" WAS USED IN . ° I/,R - 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. COMPUTING CONCRETE QUANTITIES. tv ' ° •'• TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. =� L2/ /4 "X2/2"X" GALVANIZED 3. CONCRETE SHALL BE 4000 P51. 3. IANDCDITIONALSFOOTBOF ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH CC-2 & CG-6 STANDARDS. TYPE A TYPE B 1/2" X 4" STUD SHEAR CONNECTOR WELDED 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT T C-C. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 4. MATERIALS MAY BE BRICK CONCRETE OR CONNECTORS AND IS TO BE ANCHORED WITH V2" X 4" STUD SHEAR THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO APPROVED CONCRETE MAVJHOLE BLOCK. WELDED TO BENT PLATE AT 2' c-c. NOSE DETAILS ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN 2" THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. IF BLOCKS ARE USED THE MINIMUM APPR. PAVEMENT THICKNESS OF SAME IS TO BE 5" 5 DIMENSIONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER DIMENSIONS 0 X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM 3611 411 Bit 18 2110 4811 5" 6" 24" 27" 60" 5" " 36" 4211 72" 6" 8" 48" 1 54" 8411 7i1 8" 6011 1 6811 all1 661; 72„ OTHER THICKNESSES ARE TO CONFORM 0I-3A LL 01-3B L DI-3C L ""; ^., WARPED PAVEMENT TO WALL THICKNESS SHOWN FOR I I 1 ' ° 6. "D" 15 NOMINAL DIAMETER. CONCRETE. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE TO 4'-011 MAXIMUM. 6. ALL CONCRETE TO BE CLASS A3. _- _ _ _ _ �� •',.D r THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING ' 1; OR PONDING OF WATER IN THE STRUCTURE.` ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND x x � - � J ' = ONE PIPE EXITING STRUCTURE) 7, WHEN SPECIFIED ON PLANS THE FLOW FLOW FLpW 1' 0" I 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. INVERT {S TO BE SHAPED W I I ( C"�'1 ACCORDANCE WITH STANDARD IS-1. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. THE COST OF FURNISHING AND PLACING 1 DETAIL WHEN USED ALL SHAPING ISLTO BE1 NCLUDED NTTHE BID FOR USE ON GRADES ADJACENT TO CURB PRICE FOR THE STRUCTURE. FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION XVDOT XV DOT SPECIFICATION XV00-r SPECIFICATION REFERENCE MANHOLE FOR 12" -- 4811 PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE REVISION DATE SHEET 1 OF 5 SHEET 1 OF 2 REVISION DATE 12" 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 SHEET 1 OF 1 REVISION DATE 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 106.01 104,09 Dam VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.11 302 - ---- --- ../rig////i��� - e I/MMM■1. • ��am • • •' • • TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 77 _ 1.0�0.785 _ 2.2232.223 8���„�1.2 0.785 2.4850._785_ 99 1.4���0.785 _2.485 2.7472.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 fi.032 INCREMENT 0.45 - 0.582 G / FOR ALL BENDS SECTION 1-1 2 L o p 45° max jPLUG L 2 1 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 450 MIN IG AS RED �� p SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CUND. (FEET) CU.YD. BEND 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 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 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. CONCRETE THRUST BLOCKS No Scale z N z M PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 9 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� M.J. GATE VALVE WATER �1 W h I I d H hm LINE 2500 P.S.I. CONCRETE b' a 2'x 2' BEARING AREA THRUST BLOCK Q a. p Q Q 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-1975 OR EQUIVALENT) l 3" CONCRETE COLLAR -----CRUSHED STONE BEDDING 6" D1 CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale cn E 0 OV fV (V � Q O E °'� w OO O )_-• Lu in F- V w 3 V) V) � Q O 3 U. - w0 �� V m m m J GMO Lf) wJ-� > o I- cV d Z LLI Z LILI LLI fn 3:0 U01 x 0 4 ww 4 wZ Z Z Z O _ N v7 w QQ Q� V) 00 O 17-VQL`9 C: Ln uj �� �m O (n I z V) CO J O z w LQ w ;2: Q. Q. Q Q• C) �Iw--�IW-Fw. QO C)00 C) 00 1-4 6_4ZZ �_4Z F- 0 w Lu = N O C) Q) Qul N CO Z Q Q \ \ ry� W 0 V) DATE 0 111912020 DRAWN BY C. GAYNER . DESIGNED BY • A. ALLISON CHECKED BY • C. KOTARSKI • SCALE • • • • 0 c s N .N U G L > 0) 0 M 0) 0 0. CL >, c 0 a� rn z H J '-_� W 0 Q c co ro = z Q z0 QLu 0 3 U Q W DO �- Lli o O CD V)o Z _I O 2 W Q 0 2i ro � O � 0 c � ro '� CL o OC U : U) Z O �CL �x 0 a� 0 m o Q:F; 2 '3 0-0) 0) c 1 7 ro U in O O U N ro 0 O � V CL O 1= -a L.. 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NOTES: li I'-, �� I 1-1 IN, 1 (2) 4" SCH. 40 PVC � �HEAVY DUTY CONC. - SEE ARCH. PLANS) 5.. " _AWV . - TA , . G ,\\ \ . , `_ . t_! CONDUITS // /A 1. CONTRACTOR SHALL VERTICALLY RELOCATE cn __-, 11 M I ./_ EXISTING UNDERGROUND UTILITY LINES AS =3 - '1� 1--i - �? �1111 X., I (PROVIDE TRACER WIRE) ol�l 2'X2'COMMUNICATIONS " . . , \ I 0 L I , N r_ u I--, I - Z'l MANHOLE ' � .� .. I �l \\ 0- REQUIRED PER GRADING PLAN ON SHEET C5.0.3 FT . ',I � . � . L.: ... . '__ll L c1l) . . .. - � \ . \)\ - \ '-��- ,r,--,, 3" DOMESTIC SERVICE . d ,2, OF COVER SHALL BE MAINTAINED OVER EXISTING a) > ca � / _� a) I--- -*I',,-- _­,� -1 \ \ -1 I . ­.�,\W"\�k 6" FIRE SERVICE I "-// \ \ k \ � WATERLINES. 0 . � ___ Cl � I [Mlip , . I \\ ��j \ 2. A KNOX BOX SHALL BE REQUIRED FOR ANY 4 1-1 v C2 l___' \ w k, . I_- '--" %�%, k . 11 C900 PVC\ \ , 3: . � /I I I\ 450 ., STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. '__1 BEND " I 114\1 \ ARCHITECT/CONTRACTOR SHALL COORDINATE WITH a) " �%. A , �_�q \ *411 I . 1_�l e_5 ST NE SLAB STEPS - I cn "I 11 1­1 I , /@ I---- , Z_;� 1-1% NON -EGRESS PATH) \ - THE FIRE MARSHALS OFFICE FINAL LOCATION. � 0 'I-N ( � \ - " `-, :3 - 0 "I L q,,p ::) I -, -� -% \ -,- -) ... �_ � I \ SAN :��y i , , ,-,- * ( 3. LOCATION OF PROPOSED GAS METER AND __ . . GAS METER . a ___ .A_ �_ - ,,, . L -I-, TIE BUILDING SANITARY ___ . . / . / a c___j " (SEE NOTE 3) 1 "" . � ',-i,-/\ \ APPROXIMATE ALIGNMENT OF GAS SERVICE. 7P >1 --�_ �_ - \ / ___ . 1--f c 1111-, . !�_\ i//A:�__l_- -/ CHARLOTTESVILLE CITY GAS DEPARTMENT SHALL BE < m 1�1 f�,,-�cy--Y�_ . I j \ ��r<y2'�'l \� \ __��l " �b EXISTING LINE. SEE I _% . ___ . 6" CLASS-52 . /__�IP _'� C-1 < r 1-114- �- a = . _( -1 RESPONSIBLE FOR THE INSTALLATION OF THE GAS 1.0- . - _,�_ 'y "" D ____7 ,)'I- , \ I - m _0 , -I- - vv __� r_� j 14/ 4, , 7, ,,�-_ cv-� STANDARD ACSA SEWER I - - ,-�-7 , � -I � INI//� __ SERVICE AND ASSOCIATED METER. PRIOR TO THE a) 11-1. `111-y-)i . . n \ V "e, , M \ __ \1/ �L 'VICE LATERAL -_� / --- .De_ . (4) 45- BENDS Ic wr - 0. U) __ !�a n SER / __� ___ . / �� START OF CONSTRUCTION, CONTRACTOR SHALL :3 14/ -----__ CONNECTIC� DETAIL. 11 ___ I I 11 � , - , __ 1�1 - FIJI < \11 \le Np- � Q) I . 1-0 \�l � � t . vv I -Z . y - 1__q __-, , . 1_� \� 00 -,/ , r--,, � �, � �, y`a,% , " I �t \11, I - COORDINATE WITH CHARLOTTESVILLE CITY GAS �;, -0 -1 '� � I j , �;� f 4v,--* ') 0 , , I - --� c ----, \L, -1 4= _,"I", ,,- el� I - , , ,,,, - �` . ­ :1 , - \1/ WETLANDS f__ I / 1. 11 , " ,� _�_ V) > \1/ vue ll/-2, 1 - 'L , ,,,, e:�%, �, 7'�,� ,,,,,, '' , I DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, P__l ,,,­,>L , , , ", , .5-, ,,, I - - I t . _7 , , )�_a�' - '' ­ , (D \1, \1/ -41", 14/ /"I- - (V , , i-77-V :�::��":�C,-,:',�5,,j �,,­ '*'__�, - ll'� \ . --- / . I , . 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I I . , - , , , .s� , '' Nk 1'!,�­ ��,, - \ " �. ^ I . .1 '� 1�< . - cv,21 \�1/11' 1,0� , A\ A -', \'/ \1/ \�, / \1/ '4/ \ '&_� \1/ \4/ ___� __ I--,,_ N i \ \ / \ \ >�. �� � - �p \ ROOF LEADER TO TIE TO PIPE '.' , I : , ,:_� � . . . I I �:�_ �� , I , '' �� . . _:, _� � , , " 1, , , I % ' " \1/ � \ ^ : , I—— I ,�� � I ,�� k k&_111_� 1�1>9 '1� , \ - !�: -��, " , . - - - I . � ?17�1 / / I I I � �: �:, ­ I . . . � ''" <3' I - \ . '' . I � .1.1111.1 .1 .1 ­ I I t . . . \ - ) I ­­ - ,� ,\ NOTES: .).,, , , , , � , \1/ \ 14/ 11 � , I I I . � . ]��, \ � ., ,� ,50"vvpo \Y- r -,- - - , _� rc nr i 103 VIA INSERTA TEE / , \ \ I \\ \ � \ �' "' -I. ,A A _. \ \ , , - '� \11 \1/ 14/ I` \ � �x k�, - CT , :� I(Al \ �� I I _L_�� 1_�21-�,�sy - _ n / I 1�3 \ � '� , V� \ � \ \ \\- �� 14/ < * _141- - N \1/ ,/ \ \ \ BUFFER 11�,� D, ___�_ ,� �� \ - . , , . j i �',��',,- �. : , 'I', ''..". :�' "I', I I , . . . � . , I I , . , I_ -- I \ I k ., \ � � , , . � , :,�� I . I . , , C. 4 \ \ I- / -,_ - __ ,-&, /, cl � I � ,�, " � \1 \ " ­�,..,. .. >11. , ".,: :" .. I I j __ . , \ ,f ,,, , 11 \ - \ ­� - 9; ) I , �,�, . � \ -' � \I' 11 \ ­1� - S8-T@A Ck -_ I � �' e3 ,C:f \ I*_1 :� �: �, :"� � , .. I e I \ , . \ �, e3 ;� N cil. ALL PERMEABLE PAVER UNDERDRAINS SHALL BE PERORATED PVC WITH A FOUR , I I \ I \1/ \ I . V, "" � -�,_-?,��, /, :� : : I-,' , , I ­ �_ I . . I . I `% I . ..\. . � , I . I . I .. � �, � , '' �... ­'',_ I ­, ­1 , '*s 1. I.. � � �_�� . - _','� \ �_ \l/ \ 'IV "_ 14- \1/ 41 \ -, k P, �, \ . I ­ I : f:-,::"" ": " . , ''; � e__ \ \ - - - INCH (4") DIAMTER. SUBGRADE TO SLOPE TOWARDS UNDERDRAINS. \ "I 1� I- . *� 1, -;$*n �� .1 :, 1. , . , * \ k \ \1 \ A '_1 . _ _7,., . I 1*1 , \ I \ \ - - , I- C�) . I ­­ , . , 1.11 1� 1: �_��",. / �:. � / �, -�- 4 11 \ - -\� 1 -1:7-1 1 1 . / ­� . .:� - ­ , .e , .�_ . %. 'r �3 � I I . I I .. A.: , 1. , I I . ' ' � / . / ,� / / � � V. \Ijw <1 . f� ''.. ':�.' '�'f' �:_.­ ­ - - \..: , " '� , , . /11 �.�: '� \ \ / ( \ 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS SHALL BE \ \ - - - - - � � , �\ ��, '' 1 , " ", , w \ 1\ � \ 41 \,I/ � - \I/ 14/ \1`1 \1/ \41, r 1� \ ) _\ \ 4" PVC FOUNDATION DRAIN TO DAYLIGHT , "' . \ \ "I , 11 / �, ,:,-"-- ': - . '' �:, , , -,.: - . Ill - , .. , I 1; , I , _ '' , � - , . '' -, ( .11 '\ I / " \ I T GUARD ': ': , I �. �� 1. - . . '' , ,/:, '�.�;. ': �' � :, 4: , \ 'I) � , .:_ SOLID WALL PVC WITH A MINIMUM DIAMETER OF FOUR INCHES (4") AND MINIMUM " ,_ N -1 5 1 .st ACCORDINGLY. PROVIDE RODEN o­ I . , :, ,, \ , -' \ \ \ � . � _� J�11 \ 11 \ / \ cl,14 Y" I - . \ / "V - - - - I - 11-1 111:11 , ,��, ,,, I 11 �' . I �'. . , "'; , . ,� .� 1'' -�. - \ \ ­�v \ 14/ \1/ \ - \_ - - - -\ ON THE END OF THE PIPE. MAINTAIN . _,:��,� . .1 . 1. I - I I ��: �: - ,� -,- - I � - . : '' - . , - _cTcf� \ , \ \ ­ \ \ \ . C�y I � \ \"', I � I 1 rk \ , - \ C _� - ,I \1/ \1/ \1/ - . / - - I- 11 . I ,�� I I.. . . , � / :, �': k ��,_ �_ SLOPED OF I PERCENT (1%). \ "I \ 1_� \ I � \ / \ C. '.1111. 'I',.- . "I :,� � � I.:, : �,., .'' '. ,.-I'o- , _ .� : ,,�' . �:��:'': I I , \ 1-1� f - 3. CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF \ \ 11 . '5� '':, _.__ �' I I - 1. �.. , �, . .. , , ',::., 1: m_ ,. , . 1% I \ \ \ \ � ,:,� " '�'- �', " I . ". I I ... I , . I . I I I � 'I I � I �. I I.. I I , ..'�, . I 1. 1. "I 11 I— . . �_ I 11 . "I , , ., \ *1 \,,I, \i/ I I \ 4 � le < POSITIVE DRAINAGE IN PIPE. ��,.,�. . . � I I I �. V, � , . . , "'' � , I '. - 11 \ \ ,I/ 41 \/1 \1, \ , p, , I \ .% �� �,I�r�� 'C"'41 X BUILDING CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS \ \ 1\ -1 \\ � . . � I \ I I I r, \ 1� _CP/ �' , ., 11. I I I � I I .., ''.. " ''I .. I I... - .. .1 ''­_'. 1-. , - - I k -,) \ \ " - � "I \ , ­ I a, __��'_..7�, _ � :� . 1.1.11 �� �:_� �, I 0. " * - I_ , . I i : f�l � ,� . � . , I , 1�1 .... - I " 1% \ - , \ I / '1� " kv JAR .11 - / ;. �:, " 1�' : 1% 111�1.1�\. �, �: -1 � I . , ''...'' , , ,:, '.. I \ �, �, ,�- CA _� - !CaP\ - , FOR THE FINAL LOCATION OF ALL ROOF LEADERS AND CONNECTION DETAILS. - / -, I 11 t , I , I . 1i , � - :� ,:-N 11.1 � I �, - - 11 1% D - I -- - \ '% , \\ ,,v ,�'( ,v \ ,4/ 4'. ,v 1 �4 \ \ k _]�� , A ''I 1-�:: '' , , I . ) , ,,�'�' , �() � ,I,: : ,�:.�� , \ .� I - " / \ 11 - \� I \ I .11 \ 11� LASS I I '. x 't , \ I I I � I � .. ,: ,� ,'� -, , � I . � -�': �, , 1_/ �, ) _j I I I , I �. / �, , /, .11, ­1 1� I I '. , , , , - ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF - - \ \ 1) .Z / \ VIN� ,� \ I I'll I I , / ''. , � , � ,,;,,�� ,., ,� . ". ,� 'I', I � '' �� ,� � -, \ \ - 1� \ \ - �� rl� - , � I 1. I I I I I , 11.1 . I I . 1 V�5 I.. I I., / , ­ I :� � , , -!­7-.: ,� ,, '', , '. I I I ''I �. ., I , 11 I "I -_ - \. I I I I � 1� I I ­� �'.-,') , � - Ll�� I �, 1.1_., � , , , �.,. , I " ''I 1. I . I ­', '. .­, ',.,I . I I , . , , : /1''', '', . I I I .1� - / 4 - 1,� STORMSTORMWATER STRUCTURE ACCORDINGLY. � I , - "I - - ­ 11, . . -11-1 tj� - �, \ 11 *\ - � \ � , � -­ I 1jvv , , \, , I - �n ,-) �_ rl� I �-�� ( ONE PERCENT (1%) SLOPE. LEADERS SHALL TIE TO THE NEAREST _� ", + \ \ 1�1 1. IDTH I = 6' � , '' J)�, "I '% \ \1/ 'v 14 -4, \ ,,�, 4/ / \ �� � U) cl_- �1 I i , . , t` I �__ \ \, N \ - I \ \ � -VII 4, \ - - '�� , - , "I- � �,S �WID\TH 2 = 8' ,� � 1,2,>- � �� :, , , , �, :, I I I I , . I , I I - I I ­1 i / " I , � o I I - 11, I � ''' �' I , , '' , , I . I I , . ­ __ \ \ \ \ , -( 1-1) I ­, I � ) �' . 1/1''" � : , �' :�_ , "I \ \ v Z/� I - . I c__ I., . ­�. 11�1'1 .'.. I - I I I I I . -I ; - \ , .111, I'll 1. I � I -) .1111, I , \ , I I . I.. . 11 � , I I \ \ - - - I "", . �'51, �,� � � '. / ... __, ,� 1, I 1: "' :, , 1P _ / 1\ -_ 1i 4. FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH \ - \ \ 'I-,' _11\ 0 / 1_�_LE�GTH - 6- J)C' \ . I . � - � \ � 41 * -, \1/ \1/ ,I/ 14/ -4/ \ - / 11 - _ � Ail '� I k � \\ I k \ /",X I \ CC I �, , , �, "I I - '- .% �, . '' , I 11 . , � : : ,�-' �, , - ,� " - - - _�_, �, \ � , . - 1 '-1 I \ \ 0­ . .,/,�, ,,, ��, .1 'I.:, : ­� , - - � , , :� I ­ .. 1�� �',/ \) - _.� ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL DAYLIGHT SOUTH OF THE . I ".. . ,,/" .. 1. � , '', , , I 1. I .. 11 ..­��1111 I I . � '', , I , '' __­ I , o , , . ( , , , I _ , ":, / I 11�1 . 1. I ... .1.1­1 . ''", 11 . , , . I : �1:, ,, I I . . 11 . �,_, -.­, I :, . . '� , I 'r. .:, I . I - . . . ­ I . IZI. .� N-11 \1/ \ \ - 1�s , I � .:, I - �Ajl�_ - � \ \ N1_1 ) - \ DEPT_Hh 9�_' A I - , :. � \ I �, 1\4/ �_�, \_ \ - I 11 k .'� : . 1,��', I / \ BUILDING AS SEEN ON THIS SHEET. POSITIVE DRAINAGE SHALL BE MAINTAINED IN ".\ � \ 11-1 - \1/ \1/ -".\P /- -I/ , kl�k \ \ \ \ �, I, I . X� � � / � .. �, , - , , , � 4 ­ , , I'll I I I \ j _ / \ - - / � - - - - 11 . � I 1. I j - ) '' . ,�v " .: ..... ... - -,- ./ I.. I 'A. . . 111, .: /., , 1, 11, . . .- - -_ - - / '. \ I \ - \ I ___ - - " I .1 o ". 1''. ,� :, : . :: , 1, �. " .. I I., / \ / N I/--- _*1 11 ALL STORMWATER PIPES AND FOUNDATION DRAINS. CONTRACTOR SHALL REFER , , , , , , , , . :, .. , A '. � �, ''. . -, . , I I .... I , . , I .. , I I . -_ , -1 I I... Nll,�� 1 .. - ''I, ''.. - - �:. : . � '' '�r', '­.� , , *. , :,�,� ': '': / - 11, . I I � , 419 * . I I : �� I':: t� \ 1� / - J TO ARCH/STRUCTURAL DRAWINGS FOR FINAL DETAILS AND SPECIFICATIONS. I " �, :­ - "� , I I ... : -�" - . : . -1, I.., , . 11 �. - " , \ , , I 4 . - 1. I I . . . - t - I - " �, - '\ r / . el , , , ,'1A,�� ��. \ .:: � ': "': . I �. " *� 11 '\ ,I/- 1�1 \j/ \1/ 1. \1/ \11\ \ I \ \ - , I , I \\ 11 __1 \ \ \ \ -\I, \1/ ", � \_'I, T, I, �_ - i ,." t'� �\� , . , - \1 - \ \ � . \ \ \ I � \ X c V ,� � , 'N \ — \ \ 01:� .11.1 . ��', - I .1.11 .1. 1� , � ,:--,---,, �''.:4 - - " I � '\ k \ \ 1-1 \ ir q/ \�, 1\ \1/ \ -le, . \1/ \ � " / ) " - -,( L \ - . . I ,� .1, '' . 1. -,/`�, - ,:: * , i, : � ,J�:,��,. I _;_�* . . . . \ <-_jNc70 k _1� I CONTRACTOR SHALL CONTACT THE ENGINEER & ARCHITECT IMMEDIATELY IF IN - .1 --,\, , . I I 11 I'll, / I �, A , ,1. . _ I I..., �', "I I . j 'r? ,)- "I . . � . . ,., �,5*11,' t_�, �tll 1, ,�� - - '', . : � ��, 11 - - 11 \ \ \ '� \ �z / � / � .,., I , ,, t,r) " . ml, 1, " ", . I., . I I __j , - \\ . � I - I : ,.I I � I ''.. � . I I I I I I %I \ \ \ "I, \ / I /_ - _ -_ - � \� , . I I , 1�� �' : , I p , : * : , �''\"' ''I \ 1�_ 'e " 0 - �_ ­­ - "I'll' \ "I \ IN-, . I I 1�1,� 11 11 " ."41 : � I: � - : ': ,�_�:/ �...- I I _ A, -, ­ , , � . CONFLICTING INFORMATION HAS BEEN PROVIDED BETWEEN DRAWINGS. 1 ._t 1 1 1 1 '' ,. - -, . I I I -_ -- - - - �, - -_ \ \ _% / I - / � -� ", ) , � ,o � . I . _�� 11 \ __% I \1/ \i, < \1, , _l/ I 41 / I ,� .� , 111�1 J , o , I I :'' ,/ � ''' . ­ , '. '' I'll .� k 11 - I D - - 1, .1 11, FOUNDATION DRIANGE PIPE MATERIALS TO INCLUDE BENDS, REDUCERS, / . ". I I ­ , , I I I - I .1 ) 11 -_ 11 \ \ \ N / I I " � I' � I � , �, ". �. ',�. � ��,,_, , 111.11.11 11 1. \ I , ,_ ­ ./ - - - \ I 11 , �: I I I . / . 11 I 11.1 ��],:�, ." � - '\ Z_ - 11 11 ADAPTERS, COUPLINGS, COLLARS AND JOIN MATERIALS SHALL BE PERFORATED , , � -, ''Ill i - '11�1 , , ''_,a'' :, [ - � � , , � p � I/ 1'�::*::" , , ,,_­ :,� I I i , �,: / \/ I � - .&W� 11 \ ') 14/ \1/ \ ,4/ , \ 1��___ V, , " I I .I , '. . � . ( I I I I . \ '�, �, \1/ \11, /I \ %_ u, , I I / \�`, -, \ 11 I I "1 \ \ "I \ f z -, \ I / . 1�� � :�`,� \ 4 '%, I , , , , , , . I / . _: ":,p I -, �� I - . I I - - . - " / Q� \ \�' , �', I , 11, , , I . I I . 11 j/_ I 11 "I I �, . I / , - - I 1\ , , , - \ - �, - / � It � .... . .. � . . I . 1/1 I'll . I I � I I V, - *1� � POLYVINYL CHLORIDE PIPE (ASTM D 2728) OR PERFORATED POLYETHYLENE PIPE . ''. , : 1, , , I . I . 11 � 1, . I I , Z, I �� I , ; . , I , I '' '".111 I—/ I \ �-_ __ 11 , - 11 - - - \ " _�v i " , , .�� \ \ \ , - , -,_,-.,,..,,. - /, 2 , , "":, .I I , , * 'I � \ -1-1 "I � ,� - \ �_ W � �. I I .''. .'' 1'1.j , '''',o, '' � ''I'll I 1, _\ - , , \ " \ � I, \ \ / / / I �-�-, �', r I "-\ 11 ,/- -1 , , " I'll \11 A k / - \ (ASTM F405). \ -, I � \� � \ \ _�, -4/ 1� 11p, xl� / \ <�f � - qv-, \. '\ , - -,,I \ \ \ \ \ __� I 1� \ �; N / \ - I \ \ \1,1,:,,;. , : I I I , , :��.,� ',��:J� I \ \ �� I \ " I 1\ . - , \ \ ( , "I 11 00 ,_ I \ I 11� I , ." . f . � � , �,:_ . "I'V. � .11 11�1, - 11 - - 1� - - \ ; _­ , * , , . , �, I 11 ,� 11 I I 11 1 3�_ \ V ''I ,\' , �1" I—, .. I / I I I 1-3 . 11 . .1 k, .11 ­ : ,,, ,\,� , 1, I. - N '\ \ k 1 7_:,,��* 1 k I I \ , � \\ \ 4 � / \ \ ) \ X, �� I : : � , , " , , . I e �, '� ) - \ - - - - \ 1� "I / \ o � I , . , I : '. .. , I I , 1� 11 \ .11 \_ �_ I -_ \ \ \ \ \ I � . -.,. , �� " , : ,�, , I, . V, ., "" 1, / 11 1-1 — - � � ( I �, -� " I . 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L60 0.39 0.0624 Ahead/Rt. 0.062 4 0.248 0 0.0200 0.0200 3.675 2.000 0.54422 0.0200 1 2.00 Ahead/Rt. 0.2418 0.0200 1.500 1.5 0.248 1.122 0.160 3.122 4,675 Weir Flow L 14 Dl-3C 6.000 0.080 0.80 0.064 Back/Lt. 0.000'R1GHT 0.064 4 0.256 0 0.0200 0.0400 2.411 2.000 0.82953 0.0400 1 2.00 Back/Lt. 0.070 0.74 0.0518 Ahead/Rt. 0.052 4 0.208 0 Ahead/Rt. 0.464 0.0200 6 0.464 0.913 0320 0,02667 11.9985002 2.91.3 1.901 Weir Flow 116 Dl-3C_ 6.000 0.240 0.52 0.1248 Back/Lt. 0.000'R1GHT 0.125 4 0.5 0 0.0200 0.0400 3.097 2.000 0.64579 0.0400 1 2.00 Back/Lt. 0.150 0.73 0.1095 Ahead/Rt. 0.11 4 0.44 0 Ahead/Rt. 0.9410 0.0200 6 0.940 1.462 0.320 0.02667 11.9985002 3.462 3.045 Weir Flow 116A Dl-1 1250 0.080 0,68 0.0544 Back/Lt. 0.000'R1GHT 0.054 6.542 0.353 0 0.0100 0.1000 1.745 2.000 1.14613 0,1000 1 2.00 Back/Lt. 0 6.542 0 0 Ahead/Rt. 0.353 0.0100 1.250 1.25 0.353 2.476 0.800 4.476 2.063 Weir Flow 119 Dl-3C 6.000 0.260 0.52 0.1352 Back/Lt. 0.000'R1GH"r 0.135 4 0.54 0 0.0600 0.0400 1.640 2.000 1.21951 0.0833 2.0825 3.04 Back/Lt. 0 4 0 0 Ahead/Rt. 0.5410 0.0600 6 0.540 L010 0.320 0.02667 11.9985002 3.010 2.104 Weir Flow t20 Dl-3C 6,000 0.510 0.39 0.1989 Back/Lt. 0.000'RIGHT 0.199 4 0,796 0 0.001 0.0500 5.619 2.000 0.35594 0.0500 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.796 0.001 6 0.796 1.308 0.400 0.03333 12.0012001 3.308 2.180 Weir Flow 122 Dl-1 1.000 0.260 0.47 0.1222 O'RIGHT 0.122 4 0.488 0 0.488 0.0100 0.0208 5.283 2.000 0,37857 0.0200 0.96154 0.716 1.98 0.0000 0.0208 14.151 1.000 0.071 0.731 0.357 0.131 1.299 i 124 Dl-1 Low 0.080 0.51 0.0408 0.000'R1GHT 0.041 4 0.164 0 0.164 0.0100 0.0208 3.529 2.000 0.56673 0.0200 0.96154 0.890 1.98 0.0000 0.0208 8.951 1.000 0.112 0.899 0.147 0.017 0.862 126 1.000 0.100 0.60 0.06 Back/Lt. 0.000'R1GHT 0.06 4 0.24 0 0.0200 0.0208 2.111 2.000 0.94742 0.0500 2.40385 2.70 Back/Lt. 0 4 0 0 Aliead/Rt. O.240 0.0200 1.000 1 0.240 1.259 0.166 3.859 5.042 Weir Flow 128 Dl-1 1.000 0.060 0.31 0.0186 Back/Lt. 0.0001RIGHT 0.019 4 0.076 0 0.0400 0.0400 1.343 2.000 1.4892 0.0400 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.076 0.0400 1.000 L 0.076 0.668 0.320 2.668 1.392 Weir Flow 130 Dl-1 0.670 0 4 0 0 Back/Lt. 0.000'RIGH'[ 0.070 0.50 0.035 Ahead/Rt. 0.035 4 0.14 0 0.0400 0.0400 1.689 2.000 1.18413 0.0400 1 2.00 Ahead/Rt. 0.140 0.0400 0.670 0.67 0.140 1.147 0.320 3.147 2.391 Weir Flow 132 Dl-1 1.000 0.030 0.71 0.0213 Back/Lt. 0.000'RIGHT 0.021 6.542 0.137 0 0.0100 0.0208 1.372 2.000 1.45773 0.0833 4.00481 3.50 Back/Lt. 0 6.542 0 O Ahead/Rt. 0.137 0.0100 1.000 1 0.137 0.809 0.166 3.808 3.240 Weir Flow 134 Dl-1 0.670 0 4 0 0 Back/Lt. 0.000'RIGM 0.040 0.45 0.018 Ahead/Rt. 0.018 4 0.072 0 0.001 0.0208 1.660 2.000 1.20482 0.0833 4.00481 3.50 Ahead/Rt. 0.072 0.001 0.670 0.67 0.072 0.745 0.166 3.414 2.983 Weir Flow 136 1-1 0.670 0.100 0.35 0.035 O'RIGH"I' O.035 4 0.14 0 1 0.140 0.0500 0.0100 3.852 0.100 0.02596 0.0200 2 0.069 2.01 0.1677 0.0216 13.269 0.670 0.050 0.077 0.011 0.129 0.474 L a 0 (/) . 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FABRIC JENAX MS220B 'OR EQUIVALENT) 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 9.75 #57 STONE C - OMPACTED SUBGRADE SLOPE TO UNDERDRAIN 9-C.8.0. PERMEABLE PAVEMENT: O&M CHECKLIST Inspection Date Project Site Plan/Permit Number Location Date BMP Placed in Service Date of Last Inspection Inspector Owner/Owner's Representative As -Built Plans available: Y / N Facility Type: Level 1 _ Level 2 Ideally, each permeable pavement installation should be inspected in the Spring of each year, especially at large-scale installations. 4 u w3 ',F4 .tir �r `x`+ S ^2i L fi L t �, i F 2 } `t S P .':.i 4 E x 22. i 2.. -z �} 22 2.. 2 a .ra ,.t 2. j s ti'ti 2 ; $ s -Zs. py�w S Ff i.:ki f;.._ yi,bey. .Y$.:,44,ftv.�,. YU o.?.o a�, � 3UE. "i. U J.4.. 4. f ;t`�i�``.i'St 'a.,°h*; �5.rt. '4',,;.. f_' F y.: ,..,,22q.E �� S �2.. ti�s ,. `t.. f }E i,. `• t` �. , 2 2,Y 2 ,: .:. 2,2 i ,ia T'f �4r F z �: i ... .4 ,. Z F �yti�. ,ii'i £b s{:fR :. 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'c, { 2vl�v..:tti. }�2. n. 2 f ,. i. ti.,,iz> r�4E„ igffx�,. fiiy t" 4 �p .G iEi. ti � 2., 4 r.. 25 .'4 t �.i :at s, v � 4 zt .�`rl,�; Y4�'2d '.4.',s `,r ' c,Z s sE ff..`�4��iE 222 h`,E'` , ;;,`,;{. F f �} .4 i y�,, is44Ef i i L.�.`4 ., 4 - I.y 't` .'fYf �} r.£, k tE4x3. 2. \a i 2 !s £ ;,,F `,,4r `,z.. Z f F <_t 8 '+T.:� ;4 'i�2{[`4Z`•,.:i E.:Ei. `c 4'•,`.,. r�:'4. 2fi,. �'S ,£.. 2 `iyr:, ;t `u i F d x 2.E 2 L F 4 { 5 k { ?r There is excessive Owner or trash and debris (Remove immediately. professional There is evidence of Contributing erosino and/or bare or 'Stabilize immediately. Owner or Drainage Area exposed soil professional There is excessive Owner or landscape waste and IRemove immediately. professional and clippings (Check that tree roots have not penetrated the pavement and leaf residue has not Adjacent Trees and shrubs are (clogged the pavement. Owner or Vegetation within 5 feet of the )Vegetation that limits access Professional pavement surface or interferes with the permeable pavement operation must be pruned or removed. There is excessive trash, debris or Owner or Remove immediately Inlets, Pre- sediment Professional accumulation Treatment Cells There is evidence of and Flow Owner or erosion and / or Stabilize immediately Diversion Structures exposed soil .professional Clean. out sediment or Evidence of clogging debris. Remove and wash or Professional replace stone, as needed Eliminate standing water and (astablish vegetation; treat for rmosquitoes as needed. If sprays are considered, then Pavement Owner or Mosquito proliferation tune a licensed pest Surface professional (controller to apply an approved mosquito larvicide ((only if absolutely necessary). 9-C-22 Stabilize immediately. Mow, irrigate and apply organic There is evidence of (not chemical) fertilizer, as erosion and / or bare needed to keep grass Owner or or exposed soil in grid h g healthh to and dense enoug professional provide filtering while paver areas protecting the underlying soil. Remove any grass clippings. There is loose Remove immediately and material (e.g., bark, vacuum sweep the area to Professional sand, etc.) stored on prevent clogging the the pavement surface pavement pores. Pavement is stained The surface must be kept and/or clogged or clean and free of leaves, water is ponded, debris, and sediment by Pavement Indicating the vacuum sweeping (without Surface pavement is not draining properly. 9P . P Y brooms or water spray) Measure the I and otherwise, immediately E drawdown down rate in the at a frequency consistent q Y with the use and loadings 9 observation well for encountered (at a minimum, three (3) days annual dry -weather following a storm sweeping in the Spring). Professional event that exceeds Where paving blocks are 1/2-inch of rain. If installed, the sweeper must standing water is still be calibrated so it does not observed in the well pick up thestones between after three days, this the paver blocks, Following is a clear sign that the the vacuum sweeping, test pavement is clogged. pavement sections by There are significant pouring water from 5 gallon amounts of sediment Inuckets, to ensure proper have accumulated drainage. between the pavers. There is evidence of Structural surface deteriortation, such as slumping, Repair or replace affected Professional Integrity cracking, spalling or areas, as necessary. broken pavers. Observation Is each observation Repair, as necessary. Professional Wells well still capped? Outlets are obstructed Remove obstructions and Outlet or erosion and soil exposure is evident stabilize eroded or exposed Owner or Professional below the outiet, areas. 114&81 Nat Utz, VA DEQ STORMWATER DESIGN SPECIFICATION NO. 7 9.3. Maintenance Inspections It is highly recommended that a spring maintenance inspection and cleanup be conducted at each permeable pavement site, particularly at large-scale applications. Maintenance of permeable pavement is driven by annual inspections that evaluate the condition and performance of the practice. The following are suggested annual maintenance inspection points for permeable pavements: • The drawdown rate should be measured at the observation well for three (3) days following a storm event in excess of 1/2 inch in depth. If standing water is still observed in the well after three days, this is a clear sign that clogging is a problem. • Inspect the surface of the permeable pavement for evidence of sediment deposition, organic debris, staining or ponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper (no brooms or water spray) to remove deposited material. Then, test sections by pouring water from a five gallon bucket to ensure they work. • Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling or broken pavers. Replace or repair affected areas, as necessary. • Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage. Note if any sediment needs to be removed. • Inspect the condition of the observation well and make sure it is still capped. • Generally inspect any contributing drainage area for any controllable sources of sediment or erosion. An example maintenance inspection checklist for Permeable Pavement can be accessed in Appendix C of Chapter 9 of the Virginia Stormwater Management Handbook (2010). Based on inspection results, specific maintenance tasks will be triggered and scheduled to keep the facility in operating condition. m E 0 N O N � < o > E w E h- LU V ai W 4 3 LL 0 �LU Q�ci < _J V 00 J — Ln a> CON C7W aam 0V)x !Y 4j LL 0g c:�. U j ko I— a c u7 o a.., N d m 00 _J � Fw-- Z Z Z Oo Oo Oo ti ti ti m QQ m (A V) V) UZ w 0 Q Z 0 � � ww ww Z Z Z ww ww Q Q W Q Q Q, Q, 4 Q- ti ti Z ti ti OOQ`00 Z Z C)� Z O W~ N N N N DATE 111912020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 40241 SHEET NO. 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KOTARSKI SCALE 1 11=20' ;7 < - 0 —i C a- _0 6 -2� �- -U) -2 u ;7 C . ujL-7 a) (D 0 2: > w 42 M _r_ m3: a) 0 0- " < 0 ui 0- >1 c: m < V) - �20 uj 0 (D m 1.� U) Q) (f) �— -:O, P—q - �-� c: 0 .j (D I - c� �� w 1-4 -0 .j > U , M < < 1-I L.L cu -r ;;, 0- .s ::) I— " 0 -d v 8 z r- Lu Lj.j -:� u -j .s -0 0- �.� 2 2: Q) ::)' < 0 0 Lu -0 cr 3: 2 (_q 20 Lu � w co < 2 z (I) L/) j -0 0 < - 2 ;7 0 2 Lu c: >, �- W L- v < E -0 -0 c: c: Q) 2: w U) c: a. 0 0�Z) 0 0 c E a) t: ui Q) -c �- U) Z� Z U) < 0 (n 2 2i CL ;� x Q) �- (1) 3: 0 - � -,- 7 -�, -:5 q) 0 0- = 0� 2'§ 0 a) c 0 . � 1, (1) (u �— .2- C 0 (,) x a) 0 (f) .- (u -U X- D " (1) - (1) w r- 0 �4 (-) r - (1) 0 E �o =) C L) M 0 -0 6) 0 .c: a) a --o '�' -j Ij 'o JOB NO. 0 c:- co 0 w - -0 D c: .!:; w U) W c: - = 0 SHEET NO, A 0 .2 W -a C6.6 0-.- -r- E () �p 1-g-;o �,- _2 L C 0 0 Q 3 m v c Q T Q Q CO d' 00 N O N a0 0 O 'O O III a r_ 0 m Q 3 v c Q T 9 Q co 7t 00 N O N W C O N i O a MATERIALS LEGEND WALLS, STEPS, STRUCTURES Q. �0 CD 46 O N O ('14 N N O 4- 0 O �L I I -1- c- nQ) W W O O Q V) U O / n W aD Vi m O / Q i .N O / V) I 4. U Q) 0 L n N O O 00 V) / PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES O ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS O REINFORCED TURF SEE CIVIL DWGS FOR NOTES & - DETAILS ® TILE PAVING 2/1-2.00 -- CONCRETE - PEDESTRIAN MEDIUM BROOM 1 /1-2.00 INTEGRAL COLOR 'UVA CANVAS' FINISH © STONE PAVERS ON SLAB THERMAL 5/1-2.00 COLDSPRING 'CHARCOAL' O CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS ® FLAGSTONE PATH AND STEPS NATURAL STONE 4/1-2.00 STONE TBD O PERMEABLE PAVERS - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS 0 STONE COBBLE 7/1-2.00 COLDSPRING 'CHARCOAL' SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O FOUNTAIN -- 7/1-2.00 © KESWICK ESTATE MONUMENT -- 1 A2.20 © NOT USED -- -- -- O CONCRETE STEPS MEDIUM BROOM 3/1-2.00 FINISH O RAILING POWDERCOATED 1/L2.10 STEEL T TIMBER LIGHT POST PAINTED 1 /1-2.30 REFER TO LIGHTING PLANS TIMBER BOLLARD PAINTED 2/1-2.30 REFER TO LIGHTING PLANS NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL EINGINEER FOR PERVIOUS PAVING CALCULATIONS. C , , i , • , HATCH INDICATES EXTENT OF FIRE ACCESS LANETRI i/ : mm illimillinolull Am ' v - Jc —430 / J I .••, � -. ,' i ....-:. , r., ,.. •.. , ', .., •"g `mot STEP SEE ARC W , H DWGS • 1 } ��.. : 1 . i ! , 20 r ( t \ I / J i t , 1 i✓ j , f _ r=r At1 t 3 i ......-. ., r f \ . _ g _. �\ 4 f ✓ l ; , rJET , rjar , 1 , cW� \ \ \ \ ! \ \s, s�1 \. i 74 423, uy i I 1 r / _ \�• �' \ - F / 7' , - , ti ■11 , .11 ftft - WO LIM --�_ -- � , 1T OF +�- AV 0 10' 20' 40' N NELSON mm BY R mm W O L T Z LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP F � t PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE MATERIALS PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER Ll 010 Ua 1as �� PU MATERIALS LEGEND WALLS, STEPS, STRUCTURES 0- IT 0 N O N C'7 N nL, W 0 0 O LL I 4'- W nE W 0) L W V, 0 N 0 Q V) • I O N 4- 0 N 0 L- n PAVING TYPE PAVING FINISH/PATTERN DETAIL NOTES O ASPHALT - VEHICULAR -- -- SEE CIVIL DWGS FOR NOTES & DETAILS O CONCRETE CURB - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS O REINFORCED TURF SEE CIVIL DWGS FOR NOTES & - DETAILS ® TILE PAVING -- 2/1-2.00 -- O CONCRETE - PEDESTRIAN MEDIUM BROOM 1 /1-2.00 INTEGRAL COLOR 'UVA CANVAS' FINISH © STONE PAVERS ON SLAB THERMAL 5/1-2.00 COLDSPRING 'CHARCOAL' O CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS ® FLAGSTONE PATH AND STEPS NATURAL STONE 4/1-2.00 STONE TBD PERMEABLE PAVERS - VEHICULAR SEE CIVIL DWGS FOR NOTES & DETAILS 0 STONE COBBLE 7/L2.00 COLDS PRING 'CHARCOAL' SPA ENTRY PLAN ENLARGEMENT , -. ALL: 1 /4" = I '-U- SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O FOUNTAIN -- 7/1-2.00 © KESWICK ESTATE MONUMENT -- 1/1-2.20 © NOT USED -- -- -- O CONCRETE STEPS MIEDIUM BROOM 3/1-2.00 FINISH O RAILING POWDERCOATED 1 /L2.10 STIEEL O TIMBER LIGHT POST PAINTED 1 /1-2.30 REFER TO LIGHTING PLANS © TIMBER BOLLARD PAINTED 2/1-2.30 REFER TO LIGHTING PLANS NOTE: SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. %. ...._._..._.. KESWICK ESTATES ENTRY PLAN ENLARGEMENT SCALE: 1 /4" = 1' NELSON BY R Dmmmm W O 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 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: OCTOBER 23, 2020 SCALE: AS NOTED N O �O O 00 ii 0 2' 4' 8' N DRAWING NUMBER L 1,820 Up 0-s-a-)I N i 0 4- U O 0 LL 1 cn 0 V) 0 0 N / 0 Q V) 0 U I 0 / V) -}- 0 VI co 0 / 0 Q i c- 0 �-I 0 N n 4- U N 0 L n I N O 10 0 00 V) CONCRETE WITH LIGHT BROOM FINISH COLOR: UVA CANVAS 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 STONE STEPS ON STONE DUST SCALE: 1 " = V-0" STONE COBBLE MEDIAN Y—ALL: I = I.—U.. A A/'1A 1/'\I ITI 11l- - --- ♦ - - - �'GRANITE COBBLE COLDSPRING ;OAL'. THERMAL FINISH BED JT JOINT RCED CONCRETE SLAB 2ETE CURB TO CIVIL DETAIL STONE PAVEMENT r=1N Nr NOTE: 1. CROWN PAVERS ACCORDING TO GRADING PLAN 2. MAXIMUM VERTICAL CLEARANCE BETWEEN TOP OF ADJACENT PAVERS SHALL BE a". MISSHAPEN OR DEFORMED PAVERS ARE NOT ACCEPTABLE TILE ON CONCRETE SILAB SCALE: 1" = 1'-0" GRASS JOINTS ON PLANTING SOIL 2" FLAGSTONE, FINISH TBD COMPACTED STONE DUST SETTING FILTER FABRIC COMPACTED AGGREGATE BASE COMPACTED SUBGRADE NOTE: 1. LANDSCAPE ARCHITECT TO APPROVE COLOR & CONSISTENCY OF STONE DUST 2. NUMBER OF RISERS VARY; SEE PLAN. N 15' L2.00 DEL COCNA DUE 2 PORCELIAN TILE PAVING WITH 5/16" GROUT JOINTS, GROUP BY TEC COLOR 'STANDARD GREY' 1 /2" MASTIC BEDDING REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE 1 11 11 3/4" 4 STONE PAVEMENT SECTION SCALE: ]'= 1'-0" STONE PAVERS WITH 4 GROUT JOINTS 1" MUD/MORTAR BED REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOF COMPACTED AGGREGATE, VDOT #2 COMPACTED SUBGRADE ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS 1 /2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR (TYP) 3 REFER TO STRUCTURAL DRAWINGS Sl .0 FOR REINFORCING AND CONNECTION INFORMATION CONCRETE WITH LIGHT BROOM FINISH COLOR: UVA CANVAS o a a R 1 /2 " AT NOSING 1'-0" TYPF 1 /211 EXPANSION JOINT WITH ° 4 CAULK TO MATCH I l % SLOPE CONCRETE COLOR (TYP) CONCRETE STAIR SCALE: 1 " = 6 FOUNTAIN SECTION L2.00 SCALE: 1" = 1'-0" IAIATr- FAIN WITH 500 GPH :.ULATING PUMP EXICAN BEACH PEBBLES '.K "' X 24" SANDSTONE COPING; FINISH ON ALL ED SIDES; SEE PLAN BLACK WATERPROOF NG TONE VENEER TO MATCH TECTURE. MORTAR ), BRICK TIES AS REQUIRED ENT PORCELAIN PAVING; SEE �C SLAB W/ 2.9XW2.9 WELDED WIRE ON 6" #57 STONE BASE SI REINFORCED 'RETE FOUNDATION JALLS STONE BASE \,v1V11 ACTED SUBGRADE NELSON BY RDMINI 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 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP r PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L2,000 w �-2-S,al ow BLACK POWDER COATED STEEL JULIUS BLUM HANDRAIL 4441 WITH END CAPS AT TERMINATION OF EACH RAILING SECTION 1-1/2" X 1" POWDER COATED ALUMINUM RAILS TYPICAL. INTEGRATED L16 LIGHT WHERE SHOWN ON LIGHTING PLANS 1-1/2" X 111 POWDER COATED ALUMINUM POST POST BASE SLEEVE 6" EMBEDMENT, HY-200 EPDXY E: TYPICAL HANDRAIL DETAIL SECTION SCALE: 1" = 1'-0" 3'-411 21-4" TYPICAL STAIR RAILING ELEVATION SCALE: 1" = 1'-0" TYPICAL RAMP RAILING ELEVATION SCALE: 1 /2" = 1'-0" 30'-0" MAX. TYP_ RAMP SECTION. SEE PLAN _.. NELSON BY RDmm W 0 L T Z LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434, 984.1358 F 434.984.4158 www.nbwla,com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L2,0 VA 10 co N O N C'7 N N C) O U O a 3 a� 0 E D c 0 a� V) O N N J i a Q. V) 0 �� O i fN a� Vi O 1-1 U i Q) n 'It] O N N a A U N 0 L A N O �0 O 00 V) Ll SECURITY LIFT GATE AND MECHANISM. PRODUCTS TBD. ALLOW FOR SECURITY GATE SYSTEM THAT INCLUDES SENSORS, CARD/FOB READERS CAMERAS, INTERCOM, PIN CODE PAD SYSTEMS. EXIT LANE KESWICK ESTATES ENTRANCE MONUMENT J_;ALL: 1/2" = I'-T REFER TO DETAIL 1 - S1.0 FOR STRUCTURAL COORDINATION CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE CAP DETAIL FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA -o GRANITE WITH 1 /8" RAKED MORTAR 6C % JOINTS L2.20 ^000 / d / I $" RAKED MORTAR JOINTS —� "' RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS d ° c�41-d w ° 6B Cw'S REINFORCED CONCRETE CORE AND L2.20 ° ° FOOTING w Cw 4 ° a ° 5 BASE: GEORGIA GREY GRANITE, 6A - THERMAL FINISH BY NORTH CAROLINA o� / °41 GRANITE L2.20 ° ° ° ° —� _.\ L \iq ice\ i\//\//\j/\ j °//\\\\////\\\\ //\ //\\//\\/\//\\\ . 70 \ _ \/\/\/\ �_I 11=1 11=1 I=— 11 =1 I I // // /� \j/\\\j/\\\ I1 I I I_I I I I1 I I I 111 11=1 I II I I I I 1 "' i\\\� COMPACTED S U BG RAD E XX Al 3 MONUMENT SECTION L2.20 SCALE: 1 /2" = 1'-0" L A 4 REFER TO DETAIL 2, S1.0 FOR STRUCTURAL COORDINATION 6 MONUMENT PLAN SECTION DETAILS 1_2.20 SCALE: 1" = 1'-0" BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASONRY TIES AS REQ. REINFORCED CONCRETE CORE CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1 /8" RAKED MORTAR JOINTS RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE ENTRANCE LANE CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE DOWEL CONNECTION CAP TRANSITION: BLACKHILL GRANITE "CLASSIC GRAY" HONED FINISH REINFORCED CONCRETE CORE SEE STRUCTURAL DRAWINGS MASONRY TIES, AS REQUIRED 1 !"MORTAR RECESSED FACE STONE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1/8" RAKFn MORTAR InINTC 4 MONUMENT CAP DETAIL L2.20 SCALE: 1 1 /2" = 1'-0" 2'-6" 1 '-34" " 58 REINFORCED CONCRETE CORE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1 /8" RAKED MORTAR JOINTS RECESSED FACE STONE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASONRY TIES AS REQ. 3'-64" rl00 �2� MONUMENT ELEVATION L2.20 SCALE: 1 /2" = 1'-0" CAP: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1 /8" RAKED MORTAR JOINTS RECESSED FACE: MT AIRY GIRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH MORTAR JOINTS "'MORTAR JOINTS RAKED $' BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASORNY TIES AS REQUIRED FACE STONE:, GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1 /8" RAKED MORTAR JOINTS ° ° a V $" RAKED JOINTS d RECESSED FACE: MT AIRY GRANITE, 6-CUT FINISH BY NORTH CAROLINA GRANITE. FLUSH 12 °° ° ° ° / 12 MORTAR JOINTS 2„ ° - METAL FLASHING a b a d d ° °d ° �oN d ° < ° ° a z ° d , d BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE r=iN - MATERIAL VARIES, SEE PLANS toff d a d \ \ \ \ \ d \\ \\ \\ \\ \\ \\ \\ \\ \\ \. ° a d° ° / \ a ° ° ° d° ° ° \ \\\ // / \\/\\\ d a a 5 MONUMENT BASE DETAIL 1_2.20 SCALE:] 1 /2" = 1'-0" 2'-72 STONE CAP ABOVE FACE STONE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE WITH 1 /8" RAKED MORTAR JOINTS REINFORCED CONCRETE CORE BASE: GEORGIA GREY GRANITE, THERMAL FINISH BY NORTH CAROLINA GRANITE MORTAR MASONRY TIES AS REQ. NELSON BY REm W O L T Z LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984,1358 F 434, 984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: OCTOBER 02, 2020 SCALE: AS SHOWN DRAWING NUMBER L2.20 LEGEND \I EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE ( + ) PROPOSED SHRUB 0 RESTABILIZATION MIX / j WET SWALE MIX ENTRY GARDEN MIX LAWN ANNUALS SCREENING VEGETATION �— MULCH LANDWARD BUFFER PLANTING NOTE: 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS f v N �» _ r 1 N4.r U O (4) THUJA 'GREEN GIANT' / U— \IT HA O i , (5) FAGUS GRANDIFOLIA''.� cn U _ I le o__ o U Cn , ' 414 Y v' o a Q) IL o REFER TO MITIGATION 411 PLANTING PLAN L3.30 FOR LANDWARD BUFFER of CALCULATIONS, PLANTING o SCHEDULE AND DETAILS 00 Z I, Planting Schedule Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10yrs no(sfCoverage sf 9 pcs LARGE CALIPER TREE 5 Fogus grandifolio American Beech 6" cal. B&B as shown 327 1635 4 Ulmus americans 'Valley Forge' Valley Forge Amerian Elm 6" cal. B&B as shown 535 2140 48 pcs MEDIUM CALIPERTREE 4 Acer rubrum'October Glory' October Glory Red Maple 4" cal. B&B as shown 510 2040 1 Cladrostis Ken tuckea Yellowwood 4" cal. B&B as shown 289 289 1 Magnolia grandiflora Southern Magnolia 4" cal. B&B as shown 82 82 3 Magnolia virginiana Sweet Bay Magnolia 12' ht., B&B multi stem as shown 113 339 3 Nysso sylvatica Black Gum 4" cal. B&B as shown 181 543 2 Oxydendrum arboreum Sourwood 4" cal. B&B as shown 138 276 28 Thuja plicata 'Green Giant' Green Giant Arborvitae 4" cal. B&B as shown 7 196 6 Tilia cordata 'Greenspire' Greenspire Littleleaf Linden 4" cal. B&B as shown 329 1974 10 pcs SMALL CALIPER TREE 3 Chionanthus virginicus Fringe Tree 8' ht., B&B multi stem as shown 125 375 1 Cornus florida 'Appalachian Snow' Appalachian Snow Dogwood 2" cal. B&B as shown 124 124 6 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 16 96 Proposed Tree Canopy Coverage 9833 Existing Canopy Cover Area of Canopy Total Canopy Quantity Units Scientific Name Common Name in 10yrs (sf) Coverage (sf) 35 pcs EXISTING TREES 2 Acer spp. Maple 254 508 7 Juniperus virginiana Eastern Red Cedar 16 112 2 Cornus Florida Flowering Dogwood 124 248 4 Quercus albs White Oak 340 1360 10 Thuja plicata 'Green Giant' Green Giant Arborvitae 7 70 12 Deciduous (n a t iden tified) Deciduous (n a t iden tified) 100 1200 Subtotal Existing Tree Canopy Coverage 2990 Existing Tree Canopy Coverage*1.25 3738 0 10' 20' 40' N NELSON BY RDMIN WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984,4158 www.nbwla:com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE TREE PLANTING PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3,91 0 LEGEND (0 EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE 0 PROPOSED SHRUB RESTABILIZATION MIX WET SWALE MIX ENTRY GARDEN MIX 000� LAWN ANNUALS SCREENING VEGETATION ' MULCH LANDWARD BUFFER PLANTING NOTE: 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS 6) CALYCANTF Q. O 0 0 N 0 N N ^L` W 0 4— U O A a LL. 7�1 V/ 42 (D ^E^` W 2) W 4- IL N i a a V) 0 U 0 0 0 Vi 0 n Q U .N 0 It O U W 0 n N 0 �o O co VA Planting Schedule cont'd Quantity Units Scientific Name Common Name Size Area of Canopy Spacing Total Canopy - in 10 yrs (sf) Coverage (sf) 86 pcs LARGE SHRUBS 15 Aesculus parviflora Bottlebrush Buckeye 7 gal. as shown 36 540 51 Calycanthus fioridus Eastern Sweetshrub 7 gal. as shown 26 1326 42 Fothergilla gardenii'Mt. Airy' Mt. Airy Fothergilla 5 gal, as shown 3 126 10 Hydrangea quercifolia Oakleaf Hydrangea 5 gal. as shown 16 160 34 Viburnum rhytidophyllum Leatherleaf Viburnum 7gal. as shown 22 748 39 pcs SMALLSHRUBS 39 Clethra alnifolia 'Hummingbird' Summersweeet 3 gal. as shown 16 624 30 Ilex glabra 'Shamrock' Inkberry 3 gal. as shown 23 690 47 flex verticillata 'Nana' Dwarf Winterberry 3 gal. as shown 41 1927 37 Itea virginica 'Henry's Garnet' Henry's Garnet Sweetspire 3 gal. as shown 64 2368 14 Rhododendron spp. Azalea 3' ht. as shown 13 182 Proposed Shrub Canopy Coverage 8691 Proposed Tree and Shrub Canopy Coverage 18524 Total Canopy Coverage (proposed tree and shrub canopy + existing tree canopy) 22262 1040 sf WETSWALE MIX 50% Perennials Selection of hydric native grasses and forbs 50% Grasses assume 1 gal. @ 18" O.C. 4514 sf ENTRY GARDEN MIX 50% Perennials Selection of dry tolerant native grasses and forbs considered "pollinator species", ie species with showy blooms / seed heads and attractive to bees 50% Grasses and butterflies, species tbd, assume 1 gal. perennials & grasses @ 18" O.C. 11704 sf RESTABILIZATION MIX 25% Perennials Selection of shorter native grasses & forbs with emphasis on drought tolerance, minimal maintenance, & year round interest, cover crop to also be 70% o Grasses included, all species tbd, assume seed mix to be applied at 2 lb. per 1,000 sq. ft. (9) ILEX VERTICILLATA'NANA' 159 sf ANNUALS Seasonal species to be determined at owners discretion, by others 4" pot @ 10" O.C. 22505 sf LAWN Seed Lbs/Acre Scientific Name Common Name 40 Festuca orundinacea Tall Fescue 55 Festuca ovino var. duriuscula Hard Fescue 115 Festuca rubra Creep Red Fescue 55 Festuca rubra sub. Commutata Chewings Fescue Note: Oaf the 22,505 sf of lawn, 4,520sf to be reinforced, refer to landscape plans for locations and civil drawings for structural soil detail 0 10' 20' 40' N NELSON BY RDMM WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD G9GRIFIM e = si c {u- PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE U N D E RSTO RY PLANTING PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3,020 LEGEND 20'-0" \ EXISTING TREE TO RESTABILIZATION MIX REMAIN WET SWALE MIX EXISTING LARGE OAK TO REMAIN ENTRY GARDEN MIX LAWN PROPOSED TREE +E ANNUALS SCREENING VEGETATION \ PROPOSED SHRUB ' '- MULCH NOTE: LANDWARD BUFFER PLANTING 1) SEE SHEET L3.10, L320, & L3.30 FOR TOTAL PLANTING AREAS AND PLANTING SCHEDULES 2) SEE SHEET L3.60 FOR PLANTING DETAILS 3) WPO#201800078 - MITIGATION PLAN PROJECT NUMBER * LANDWARD BUFFER PLANTING REQUIREMENTS: MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA PER 400 SF OR 20X20' AREA PLANT 1 CANOPY TREE, 2 UNDERSTORY TREES, AND 3 SMALL SHRUBS OR 1 CANOPY TREE, 1 UNDERSTORY TREE, 2 LARGE SHRUBS AND 3 SMALL SHRUBS LANDWARD BUFFER PLANTING CALCULATIONS: AREA OF DISTURBANCE = 385 SF AREA OF DISTURBANCE (385 SF) X 2 = 770 SF (MITIGATION REQUIRED) MITIGATION PROVIDED: 385 SF + 385 SF = 770 SF 770 SF/ 400 SF = 1.9 UNITS (13UNITS - 2 UNITS) 2 UNITS = 2 CANOPY TREES, 2 UNDERSTORY TREES, 4 LARGE SHRUBS AND 6 SMALL SHRUBS , airy - i .._ ,. _... .. air. no • � r' 430 s • } O N , oY S \ O • s 0 LLJ V/ t i ` QQ �o \ ' O MITIGATION PLANTING 0 S ADJACENT TO LANDWARD V, BUFFER: 385 SF, o SEE MITIGATION PLANTING �i SCHEDULE AND DETAIL 01 /L3.30 \ NATIVE, EXISTING VEGETATION TO V REMAIN, REMOVE ONLY INVASIVE .- o PLANTS, RAKE EXSTING LEAF V) LITTER & REDISTRIBUTE IN PLANTED co 1 o ............ o p AREA AFTER INSTALLATION --�, _ L�� *STREAM BUFFER AREA - �OF DISTURBANCE: 385 SF MITIGATION PLANTING INSIDE';, LANDWARD BUFFER: 385 SF, �i SEE MITIGATION PLANTING o 0 - % SCHEDULE AND DETAIL 01/1-3.30 o REMOVE ALL TREES, SHRUBS, - VINES & UNDERBRUSH, REPLANT W/ NATIVE SPECIES. o RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED BUFFER °-i AFTER INSTALLATION % , ! EXISTING VEGETATION RETAINED 00 cv Mitigation Planting Schedule Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10 yrs (sf) Coverage (sf) 2 pcs CANOPY TREE 2 Carya ovata Shagbark Hickory 11/2"-2" cal. B&B as shown 72 144 2 pcs UNDERSTORYTREE 2 Asimina triloba PawPaw 3/4" - 11/2" cal. B&B as shown 64 128 Proposed Tree Canopy Coverage 272 4 pcs LARGE SHRUBS 2 Ilex verticilata Winterberry Holly 3'-4' Ht. as shown 41 82 2 Lindera benzoin Spicebush 3'-4' Ht. as shown 23 46 6 pcs SMALL SHRUBS 3 Kalmia latifolia Mountain Laurel 15"-18" Ht. as shown 28 84 3 Vaccinium acerifolium Mapleleaf Viburnum 15"-18" Ht. as shown 12 36 Proposed Shrub Canopy Coverage 248 Proposed Tree and Shrub Canopy Coverage 520 0 0 N 1 LANDWARD BUFFER PLANTING DIAGRAM L3.30 SCALE: 1 /4" = 1'-01, PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - LARGE SHRUB D - SMALL SHRUB NOTE: 1) PLANT ONLY SMALL SHRUBS WITHIN 3' OF SANITARY LINE 2) RAKE EXSTING LEAF LITTER & REDISTRIBUTE IN PLANTED BUFFER AFTER INSTALLATION , 0 10' 20' 40' O NELSON BY RD W WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434,984.1358 F 434.984,4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 707o 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE MITIGATION PLANTING PLAN DATE: OCTOBER 23, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3,s30 z 0 SEE PLANT LISTS FOR SPACING PERENNIAL AND GROUNDCOVER PLANTING DETAIL 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 E r4_� PERENNIAL AND GROUNDCOVER PLANTING LAYOUT ") �L3.60 J SCALE: 1 /2" = 1'-0" N O N x U LL N n 0) c- C) In 10 co ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS 0 ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING 5% OF PAVED — PAVED AREA 14,624 SF 731 SF 8,612 SF WITHIN A PARKING AND 0.05 * 14,624 SF = LANDSCAPING LANDSCAPING AREA PARKING LOT VEHICULAR AREA + 731 SF AREA WITH TREES WITH TREES OR SHRUBS ONE (1) LARGE OR OR SHRUBS MEDIUM TREE PER TEN 1 * (37 SPACES/10) = 5 TREES 31 TREES (10) PARKING SPACES 4 TREES 4 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO 108,315 SF GROSS SITE* 0.1 = 10,832 SF 3,738 SF 22,262 SF TOTAL TEN (10) PERCENT OF 10,832 SF CANOPY EXISTING GROSS SITE RETAINED (3,738 SF EXISTING + ACREAGE 18,524 SF PROPOSED) i NOTE: N PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE °= SEE L3.10 AND L3.20 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U N O L N O 7 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS = L3.60 SCALE: NTS V) Z 3'' DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 2 B & B SHRUB PLANTING DETAIL L3.60 SCALE: 1 /2" = 1'-0" I 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 III. TOP 2/3 OF ROOTBALL Hf NATIVE BACKFILL SOIL AMENDED WITH 15% III ORGANIC COMPOST COMPACT SUBSOIL = TO FORM PEDESTAL TO PREVENT SETTLING 5 TREE PLANTING DETAIL L3.60 SCALE: 1 /2" = 1'-0" x 4" MAX Q q PATH (IF SHOWN) 2% SLOPE g\//\\\\\\\\// \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/ 8 LAWN 'V' EDGE L3.60 J SCALE: 1" = 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 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 HARDWOOD CHIPS FROM TREES REMOVED ON SITE INCISED EDGE OF MULCH PATH OR PLANTING BED EXISTING UNCOMPACTED SUBGRADE OR ADJACENT PLANTING SOIL NOTE: LANDSCAPE ARCHITECT TO APPROVE MULCH SAMPLE PRIOR TO CONSTRUCTION 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 ('T' CONTAINER SHRUB PLANTING DETAIL L3.60 SCALE: 1 /2" = 1'-0" 6 CONSERVATION PLAN CHECKLIST L3.60 SCALE: NTS 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 NELSON BY RDmm 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 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP .4 .. ,.. < PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE PLANTING DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L3,0 60 4111 ZrpintilVii .6- Udi e23 r 1 Pat 1.- s,f1t't�tiilr�i#��iisJlil�J '.BJr';t3a�et�lat� 91 MOUNTING HEIGHT: 3'-0" REFER TO DETAIL 2-L2.30 0 TIMBER PATH BOLLARD - ILI I Jl../\LC: IV 10 Large Pima (CF5) Specification Sheet CF5-T-A-GF-V-N-D-INC-E Ordering Guide r4 4, Example: le: CF5 T A GF 2 N D 150S E k' .�) P FINISH TO BE DETERMINED. d .1i it j m .4 rtish5'v..n tn�sf~ MAU%a€.f4lxdctCr>G'+a fit �� t �l ,,• F �(; tar�tt�f � �I1�r act ftIr1. at��d ,vei ter ern t f gractrtFarrllifQtnttc �fl �Tsect ra�lc�tt5t�� # tn1s�� atikl dg"4 1 tt ) rtt tL ftt 6mam � �tl. a,'� RS eade , V. cts YnJ �� ya l g t 11 � urw� ak .f�l�attatft,, p�4 '%,r-t-��i_t�tY� t1�tS� s1�i'1tIS1��nQ �iJ�31st ,YWa f39f6 �fG „� aPRIVIC � i e 0 ,5 fl4 �i5 l►t3 0;vuatatie of �ni 711sJ) fo � ..11q*X m4a?I?X?f dsl aEce tdkliar.. xl yr ra rt�t aiitl xs£ttt. tide a uIalugemem, Jl a le ' "{T �srii�t) fsif 3 ' €� �tdtt g►Ed�tu 1a4r'iRSI?►#t9�`:t1t fau �stf/oJri+] Ixlt,ttt3�1� f°wr) cA�°Ct(ll�tu x II�st'sl ` i W T/jafnsto c r : i��th:caa Rrs.s¢rctnitut�(F9 r0 %mg#1'!Y);1EQ3Sf 11_>t`.' Te : R ate 3 Nt iaf 1 ors ;ci fiGi tt to Fa Zi LT a t��it7eckf +�u,,t�t�(9saiiA`:dt�Jtt.€ n i "lttkla �wI*fo iww m,ww, 'aatrls c aurtt`�arv'�rcaca x-lath@ks�`+ Au Product Code CF5 Large Pima Mounting T Top Arm Finish A Black B White H Bronze my J Green Lens GF Flat Glass Optics 2 Type II 3 Type III 4 Type IV 5 Type V V Type V Vertical "1 Photo Control N None Socket D Medium G Mogul Wattage 150S 150W HPS 6oPAP/HIR/WFL/ 250S 250W HPS ^2 150H 250H 15OW PMH 25OW PMH 1050 INITIAL LUM s Voltage E 120V F 208V G 240V H 277V K 347V O `1 Vertical lamp IV), Medium base (D) only with Flat Glass. Glass sag lens used with (7 Vertical Mogul base (G) lamping. d •2 Available with Mogul base (G) socket only. O N Specifications 0 N HOUSING: N 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum. Easy access to lamp. Two (2) stainless steel X-turn fasteners secure the lens frame. A weatherproof ballast CDassembly isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. L- FINISH: Thermoset polyester powdercoat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for E superior weatherability and fade resistance in accordance with ASTM B-117-04 and ANSI/ASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. N OPTICAL ASSEMBLY: o Type II Cutoff. Type III Cutoff. Type IV Cutoff. Type V Cutoff. Type V Cutoff (Vertical Lamp). Precision formed, segmented specular aluminum internal cutoff reflector with Z horizontal lamp mounting. Reflector is rotatable in 90° increments. Clear tempered flat glass lens. >1 LAMPING: O MH and HPS Medium base: E17. MH and 25OW HPS Mogul base: ED28. HIPS Mogul base: E23.5. ELECTRICAL ASSEMBLY: O Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST. All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are capable of starting at -20° F or -30' C and HIPS at -40°F or -40°C. NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. -a MOUNTING: N Top Arm Mount (T). Arm sold separately. Mounting adapter welded to fixture housing. CERTIFICATIONS: 0 ISO 9001:2000 Registered Page 1 of 2 4__f tLlCIS Note: Hadco reserves the right to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. - -100 Craftway Littlestown, PA 17340 tel 717 359-7131 fax 717 359-9289 www.hadco.com Copyright 2008 Philips V) 0 MOUNTING HEIGHT: 12'-0" REFER TO DETAIL 1-L2.30 a 0 3 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT 'L4' U L2.03 SCALE: NTS �I O / fN -inn--``' nW W Vi 0 / 0 Q U / S_ O) .N 0 O / V) n 4- U 0 A I CV O 1-1 10 O 00 07 Y K 1 R , 1 I I A LC& r't.ww L4ht-Ut,WSaUd-wivk (�f tcw" tea& Natural. Finish ORDERING GUIDE: LPL1 L (LED) PL (Pathlight) 1 (Series) LPL1 Centinela Type: L-1 Cat. #: LPL -T/R9-BLP LPL-1 "Centinela" The Centinela is a stylish, low energy LED path light. Its contemporary design and slim profile allow it to blend seamlessly into the surrounding landscape. The Centinela is built with a state of the art LED light source and.internal voltage regulating driver assembly delivering superior performance, long life and low maintenance in any environment. The Centinela top is machined from a solid piece of 3.50" c3600 brass attached to a heavy copper riser with stainless hardware. This quality construction and careful engineering allows the Centinela toi be used successfully in harsh environments such as coastal applications. Proudly manufactured in the USA and backed by our lifetime warranty, the Centinela has no equal. Specifications Light Sourcte: :High -brightness LED (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage: 5 to 15 V. AC or DC Current Rating: 700ma (0.70 Amps) Watts: 2.5 W Color Temperature: 2900 CCT (K) Typical 12 VOLT 3 1/2" _ REMOTE 89mm TRANSFORMER RROUIRFD Mount Options Finish P��, T/R 9 rr BLP �6�. [1/2] 1/2" MALE THREAD [NAr] NATURAL [G/S] GROUND STAKE *INCLUDED IBLP] BRONZE LIVING PATINA [T/R] TRIDENT SPIKE 6" 9" OR 12" [P/S] POWER STAKE 120V.-12V. P/S T/R *G/S 1/2" JUL09 Ina condmdug pnyduct impiovement program, Aurunaight reserves the right to modify product specifications without notification. Copyright2007Auroralight,lac. 2 AURORALIGHT 'CENTINELLA' PATH LIGHT -12' L2.03 SCALE: NTS 19 1/2" 495 1,5/8" 41 mm NELSON BY RDWE W O L T Z 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 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE LIGHTING DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN DRAWING NUMBER L2001 OVA 6x6 COPPER DRIP CAP III 0 CV 6x6 WESTERN RED CEDAR POST PAINTED MATTE BLACK 2' CONDUIT PAINTED TO MATCH POST 4" OUTDOOR JUNCTION BOX PAINTED TO MATCH POST 4x6 ROUGH SAWN WESTERN RED CEDAR POST PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) 120V (150W MH) HADCO 'PIMA CF5' WITH BRONZE FINISH, SEE LIGHTING PLANS 2'-32" �—CONNECTION REFER TO STRUCTURAL DETAIL 4, S 1.0 �4x4 ROUGH SAWN WESTERN RED CEDAR BRACE PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) CONCEAL CONDUIT IN BACK OF POST ROUTE CHANNELAND COVER WITH CEDAR TO MATCH POST CONCRETE FOOTING REFER TO STRUCTURAL DETAIL 4, Sl .0 PARKING LOT LIGHT 1 4' DETAIL J _. ALL: 1 /2" = I '-U" E Q LO co CV CO N O N ('7 N nL` W 0 U O J� v LIT rn�\ v/ 3 tN t n 4- 0 N J / a Q. V) 0 U r\� O / 0 Vi O / 0 Q U / �N n -11-1 O / N n U 0 0 L n N O �0 O 00 cn ELEVATION 1„ 52 4X6 WESTERN RED CEDAR POST PAINTED WITH BM2132-10 'BLACK' IN MATTE FINISH B-K LIGHTING 'CORE DRILL VERTICAL BRICK STARIN BLACK _ � FINISH r=NN N 2" DEEP WIRE CHASE ROUTED INTO POST 2' x 2" x 38" WIRE CHASE COVER. WESTERN RED CEDAR, PAINTED TO MATCH AND AFFIXED WITH SS FASTENERS i LOW VOLTAGE DIRECT BURIAL WIRE TO TRANSFORMER -- (LOCATION TBD) PLANTING SOIL (SEE PLANS FOR ADJACENT MATERIALS) 1,11 II�-1 11=1 11=1 I a a III —I I I— ' ,illillll ° oIIII �- SECTION 2 � TIMBER PATH BOLLARD LIGHT 1-1' DETAIL L2.30 J SCALE: 1" = 1'-0" ' Jc SEE STRUCTURAL S1.0 DRAWINGS FOR FOOTING DETAIL NELSON B Y R Dmm 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 01,06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP f PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE LIGHTING DETAILS DATE: OCTOBER 02, 2020 SCALE: AS SHOWN DRAWING NUMBER L2,*30 C PROPERTY LINES SHOWN IN BLUE 0 0.0 0.0 s_s: . 0 0 0 0 ., 0Y 0. 1 '` 0. 1 '� Q 1- _0"J_ �_+o . 1 0.1 0.1 0.1 0. 1 0.1 0.1 0.1 1 0.1 T0.1 U/. 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" 00 + + } +0.0 _ -� T _ 0 0 0 0 0 0 0 0 L1 T T 0.ON 0.`,0 0.0 0.0 0.0 - _ 0.0 m- _L r I, 1 o 0 0 0 00.0-�- ---- • •Q 0.0 0 0 - - T 0 .:0 0. 0 0. 0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0. 0 - 0-...2_ 0.Ll - 0. 0 0. 0 0. 0 . 0 `, 0. 0 0. 0 `'i 0.0 0. 0 0.0 0.0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0_, `'�" -- _ L 1 0.0 0.0 0. 0 -� 0. 0 0 :�0 0. 0 : TO. 0 0. 1 0.3 -` T 0 .Q.__, 0. 0 0. 0 0 •0 Q 0 0 .,0 0. 0 0. 0; 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0.0 0.0 0. 0 0. 0 0.0 0.0 0.0 0 00 00 0.0 0 0 0 + + - 0.0 0.0 O.Q 0.0 0.0 0.0 0.0 0.10 0.0 0 0.. 0 0.0 0.0 +.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 }� ) +- !._M i �3....._ 0 0 _0". - + ��" 0 0 0'-" � 0.0 + -"" T33 EC K 0. 0.-` 0,.0 - 0 :"0- 0. 0 0 . 0 0. 0 0. 0 0. 0 0. 0 0 . Q" 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 =; .0 0- 0 } o.o o.o -� r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 o 0.0 0.0 0.0 0.0 0.0 T0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:'0 ..';'0 I +0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0 . o 6.0 0 9 0 � 0 +o o .._ o ..0... o 0 ._._ 0.0__ 0.0 o . Q _ = T..~ + + + +- T ' ono =� o.o o.o o.o o.o o.o �o:,o...--���o.o 0.,0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O."o 0.0 Q'.0 0.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o o.o 0.0,: 0.0 0.0 0.,0 o.ox, o.:o :o.o o.0.0 0.0 0.0 0.0 . _0..0 - o .0.._ o.o 0.0 0.0 o.00 0.0 :o.o o.o o.+o. _ _.. . t o 00 00 00 00 00 0 0 0 0 n 0 + + + + + 1. 0 0.0 0.0 T0.0 0.0 0.0 0.0 �T 9 o - -- o ff 0.0 0.0 + s� 43111 + + 0.0 0.0 0.0 0.0 0.0 ........... 0.0 0.0 0.0 0.0 0.0 Calculation Summary 43111 + + 0.0 0.0 0.0 0.0 0.0 ........... 0.0 0.0 0.0 0.0 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. 0 0.0 0. �.0 0.0 0.0 i 0.0 01.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 10.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0. 0. 0. 0. 3.0 2. 6", 1.3 0. T2 . 6 i 1'. 6 1: 0 0. Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 29 L-1 SINGLE 86 98 1.000 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23.0-DEGREES E 1-S-24-3 W 0 13 L-2 SINGLE M 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE ijp�rA11�LML 1 0. 0. + 0. 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com (D W '_j -- 1 _ o r�. . x .- ' K SIN1 / 5 01. �. W L.tr 1 'i3 i or t R �TS TTT SR ti 1 `L ZD� RJl Ls :. �43 1 c2R.- :-Y NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 1 1.06.2020 PERMIT SET PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15, 2020 SCALE: 8" = 1'-0" DRAWING NUMBER SP LC 1.01 PROPERTY LINES SHOWN IN BLUE D 0.0 J 0.0 0.0 0.0 0.0 .V V.V U.0 V.0 U.0 0.0 0.0 0.0 0 0. 7_ 0 1.0 1.3 0.8 .0-"5 .0 ll��\\ 0r'.0 0.0 0.0 0.0 0.0 0.U� 0.0 0.0 O.0 .0 ��'` o . 0 0. 0 0. 0 0. 0 0. 0 �0. 0' 0, �0 0 . C .o .o o.o o.o 0 0'.... o.0 0:�0 ;o c 0.0 0.0 0.q/ 0.0 0.0 0.0< 0.0 0.�Q 0.0 0.0 0.0 0:0\ 0.0 + 0 2, / 0. 2"--,, \ . 3..,0/ 4,"/ ...._ ,X Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. /. 0 0 , . 0 0. 0 a.. 0 0. 0 0. 0 \Q . 0 0. 0 '\\ 0 0 . 0 0. 0 ;. i 0 0 k 0.0 0.0 0.0 0,•0 0.0 IQ.0 0y�\ 0.0 0.0 0.0 \,, i., � \ T T t + C + \� 0.0 \ ,0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.Or 0.0 \ 0.0 0.0 0.0 ®\ \\\ / \\ \, \ \ / 0.0 \\0.0 0.0 0.0 0.0 0.0 \\ 0.0 0.0 0.0 0.0 0.0 0.0\ 0 0 0.0 O:.Q 0.0 \ i �\ o.o o o a_.o 0 0 0 0 :<'o.o o.o o.o o.o o.0 0.0 0.0 0. 0.0 0.0-- 0.0 0.0 0 -Q \ i \ 0 \\+Q 0. 0 0. 0 + \ ; 0 0 �t�. \, 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0 0 + � 0.0 00; .0 0.0 J 0.0 0 0 , > 0 0.;; 0 . 0 0. 0 �°'t Cl �'0 0. 0 0 . 0 0 0 0 . a= 0. 0 0 . 0 0. 0 0. 0 _,=a : 0 - ..,0. 0 0 . a, 0. 0 0.. 0 0. 0 0 .. 0 �o o .0 0.0 0.0 0 0 0 0 0.0 j o.o o.o o.o o.o 0.0 �\ 0.0 o:a,. o.o o.o 0 0 0 0 0 0.0 0.0 0,:0 0.0 \ 0.0 0.0 0.0 o:a., o.a 0:"0 0.0 0:�0-., 0.0 0.0 0.0 0.0 0 0. 0 �0. 0;� 0. 0 0. 0 v;'���0. 0 0 . 0 0,>.0�, 0. 0 0. 0 0. 0 a . 0 �. 0 0.0 0; .0 0. 0 \ \ 0�0 T / % Q'.4Q 0 /-0. 0 �0. 0 \ T0. 0 . 0 0. 0 0. 0', T0. 0 4': 0 0. 0 0. 0 b , 0 _b . 0 _. \ . r 0 0 0 0.0 0 0- 0.0 0 o -- ;0 2 0 2 . \ 0 0 r� \ `J 0. 0 : \ 0.,0' 0.0 0 '0 rt 0'..�0 0.,o 'i i0. 0 0. 0 0':.0 0. 0 1-...2, 0...2. ...._...-0 + � + i 0. 4 0 . 3 \ -- - - LI + ®� T o . o 0.0', - 0 0 0 . ;o . o� or/ 0.0 0�� "0.0 .2 0. 3 0 . 0 . 2 0 1 +f�� 6`➢ 0. 5 0� 0 J� -J \- ` / . 3 0. 3 + "\ 0.2 0 .2 4 '\ 1.5 �� \`\ < 0, 0 \ 0 0 C�,. 0 Q . 0 0.0 0.01 �0. 0 0.0 } 0 g/ 0 5 0. 3 0 3 0. 3 0 0. 1/ 0`.\a 0` 0 0. 0 TO. rJ 0.0 0. 0 0. 0 \ f �Y 5 0. 4 0 5 0. 5 0. 5 0. 3 0. 3 '0.. 0. l l � \ i \ � l 0. 8 0 0. 8 0 9- Q• : 7 0.6 0 `5 0.4 • 3 } i T T r i�\ l \\ 0 0 0 0� 0.0 .\3 .5 1. 5 1 1 0: 6` a 4 0. / (^� � T + ,�TO . 0.0 2.1 �.3 ! 1 2 . 9 4 ?' :v1 �1v. 5 1 . 1 0. 8`. Q 5"�.� Op \ r�. + + + 0 0 0 .3 �, 3 .2 :<'' 4 . 5 3 . 8 3 .'5 ` T1. 4 _ . 6 _ . 0 1 0 0 . 1 \0 . 0 0 0 , 0 , 0.0 0.0 0 `0 0.0 0.0 0. 0. 040' \, 0`,. 0 0.0 0.0 0.0 0.0 0.0 0�, 0 0.0 /..0"', 0.0 0.0 0.0 0.0 0.0 0. 0` 0.0 .2 TO .,1 0.0 T0. • 0\ 0.0 0.0 0.0 0.0 0.0 \�; 0 + )2 0.1 0.1 0.0;', 0.0 0.0 0.0 0.0 + 0.0 a t Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 29 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23.0-DEGREES; VB-LED-e23-0-DEGREES O 13 L-2 SINGLE 98 1.000 E 1-S-24-3 W E] 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla_com _1 0 J 0 _ csz U �. � � o 0 C3 z Q LLJ (if Z CL UJ V) cra LIJ ry "rn zxa 3.�r t0111 r `s `*t--F'� � V4J' �xr:a a T.s x x z aiF �6 � �.- NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 1 1.06.2020 PERMIT SET STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A CENTRAL ENERGY PLANT AREA -------------------------------------------------------- PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15, 2020 SCALE: 1 " DRAWING NUMBER S P LC 1.02 PROPERTY LINES SHOWN IN BLUE "0.0 0.0 0.0 0.0 0.0 i + + + + + - + -+ + + + + + -+ } 0.0 0.0 0.o 0.0 0.0 0,%0 0 0 0 0 . o o . o .,..., 0.0 0.0 o.o o-:o -:o o.o o.o ; c + + + 0.0 0.0 0.0 0.0 0.0 +;% + , 0. 0 0. 0 Q. 0 0. 0 0. 0 0. 0' 0:: /0 0. 0 0. 0 0. 0 0.0...... +0. 0 0: 0 0. 0 0. 0 0 ,:` 0 0.0 0.0 0.0 0,.0 0.0_' + ° , + ....... o 0. 0 0.,0 0.0 0.0 0.0 0.0 0 : 0 0.0 0.0 0.. 0 0.0 0.0 0.0,. 00 _ 0.0 + + f 'o0.0 o o 0 0� �_ `o + 0 0 0 , 0 0Ta : 0 � 2.__ . ,0... 0 0 0 + 0 + 0 '� 0� `. 0.0 0 0 0.0 0.0 __0.0 +� 0 0 0 0 0 'o, --- 0 0.0 0 + .0 0 0 00 00 o c - o - o + a i +0.0 0.0 0.0 0.0 0.0 0 . o.- 0.0 \ 0.0 0.0,-\ 0.0 0.0 0.0 0 .'a_ , 0.0 \ _. + �0 0 0 .0 0.0 0.0 0.0 0 0 }0 0 + � 0 . `.. 0. 0 Q . 0 0. 0 0. 0, 0. 0 . 0 0. 0 :, 0. 0 +0. 0-0-._.0.. 0. 0 __ _ ......... , _ \�0 0 0 0 0 .0. 0' 0. 0 p. 0 0. 0 T0. 0 0. 0 0. 0 0. 0, \ ,0 \ 0. :. 0 0 0 ' Q Q. ° 0 0 + � 0 TO 0 0 p + + - ;0 \ 0.0 0 'a 0'.\0 0.0 0.0 0 0 0 /. 0 0.0\ 0.0 +, . 0. ._ 414 -...- -, 0.0 0.01 _ _o.0 0 a o.o o -o T \ +! 0 0 0 1-0 o.0 0.0 + + Q o \ .0 0.0, 0.0 0.0 0.0 0.0 0.0 0 0'_._. 0 .-0 ' 0 ,.a " 0.0 0 0..._.. _ 0.0 0.0 0.0 \ ..... 412 I; 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fe 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fe 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 7.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 Property Line and 10' Beyond Illuminance Fe 0.10 5.8 0.0 N.A. N.A. TCHEINE 7- ' i / 0:0-/ 0.0, + 9/r0 J C J 0.0 0.0 ' 0.0 / ' ............ f / j 0 0 0.0 0.0 0.0 0.0,�'0.0 0.0 0.Q1__" 0.0 0.0 0.0 /'0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0,0,. "0.0 0.0 0.0 0.0 01.0 0.0 0.0 0.Q,"', 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. . 0.\0 0.0 0...0 o.o 0.0 0.0 0.0 o;.'o o.o o 0.0 0.0 0.0 0.0 0.0 0. 0. + 0. 0 . 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 `�.- 0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0'. + �+ 0.0 0.0 0.0 Dr.a 0 0 0.0 0.0 + Aft+ _0.0 0-._0o.o-- o.o 70 o°o 0.0 0.0 -..-�Q o.o o.o 0.0. o.o o. 0.0 0.0', 0.0 0.0 0.0 0.0 0...0' 0.0 _ 0 ._0 - 0.-0 __ __.:0.-_0 . 0 0. 0. 0 0.0 \0.0 0.0 0.0 0.0 0.0 0. 0.0 0: o+ + + + + 0.0 0.0 0.0 0.0 0.0 9 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, 0.0 0.0 10.0 0 0._ o� 0 0., o _0 ; o - o . 0 0.0 \ 0:0 0.0 0.0 4:"0 0.0 0.0 0.0 0.0 0.0 n n n\ n 0.�� 0.0 0.0 0.0 0.0 `Q.0 0.0 0.0 n n n n n n Luminaire Schedule Symbol Qty Tag Arrangement LUm. Lumens LLF Description D 29 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23.0-DEGREES Q 13 L-2 SINGLE 98 1.000 E 1-S-24.3 W FE-11 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE NELSON BY R D IS LTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com b c�z c z. Q LU La z oCL w. �� TA j IIfl'r gt�M,'r5 ��R i. iF'6Yfl� �i. '� ,ZAP TR S _T Z t 1 Rfr r Lu aaxv`.vAz L�vii 'T:,a NO. 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Q, 0 0.0 0.� 0.0 0 .0 0.0 0.0 b -4­10 0.0 0.0 O.Q +0.0 A .0 0 0 0.0 0. +0" + + 0.0 0.0 /1"'0.0 /"+ + + + Aw 0. 0; 0.0 0 0 0 0 CY, Q 0.0 0.0 0 . 0 i .0 0 0.0 .0 .0 .0 _0 .0 .0 .0 +0'.0 0 0 0 0.0 0.0 0 D 0 0 D 0 0.0 0.0 0.0 0 . 0­0 0.0 0."Q -0- 0.0 0.0 0 �o �0 +0.0 +0.0 01", -10 \_ _0 + +/+0. 0 0 \+ ,4o,o -,o� +.01*\ 0,0 0.0 0.0 '_0_'0 O.Q.0 0 0.0 0.0 0.0 0.0 '.0.0 0 0.0 �0.0 0. 0. 0. 0 +0 0.0 01.0 0.0 0.0 0.0 0.0 -0_0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,.\ 0.0 +0.0' 0.0 0.0 010 0.0 0. 0 0.01, a.*O- Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 1.41 6.2 0.3 4.70 20.67 Landscape Illuminance Fc 0.54 9.7 0.0 N.A. N.A. Landscape Stairs Illuminance Fe 0.36 1.5 0.1 3.60 15.00 Main Entry Path Illuminance Fc 0.70 5.5 0.0 N.A. N.A. NW Parking Illuminance Fc 2.86 17.4 0.3 9.53 24.67 Pathways Illuminance Fc 1.90 8.8 0.1 19.00 88.00 -Property Line and 10' Beyond Illuminance Fc 0.10 5.8 0.0 N.A. N.A. Luminaire Schedule . ........ .. ... ...... ..... Symbol Qty Tag Arrangement (7wfl Lam. Lumens L7LF Description D 29 L-1 SINGLE 86 .000 1.000 BQ-LED-e23.0-DEGREES; SQ-LED-e23.0-DEGREES; VB-LED-e23-0-DEGREES 0 13 L-2 SINGLE 98 1.000 EI-S-24-3W F-71 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE NELSON B Y R D 'Emg WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com _j _j Ca .z C� ;IZ F- Uj U1 W ' z 0, V of NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 3 11.06.2020 PERMIT SET PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: STB CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: JANUARY 15,2020 SCALE: 1" = 1'-0" 8 DRAWING NUMBER SP LC 1.04