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SDP202000002 Plan - Revision Minor Amendment 2020-08-20
U) NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA - RURAL AREAS SPECIAL USE PERMIT SP2018-001 APPROVED SDP-2018-016 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA = 0.75 ACRES PROPOSED IMPERVIOUS AREA = 1.10 ACRES LIMITS OF DISTURBANCE = 2.65 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 (276)-523-4669 PROJECT #: L17-10405 AIRBORNE SURVEY CONDUCTED: 7/31/2017 INFRAMAP CORP 10365 CEDAR LANE GLENN ALLEN, VA 23059 804-550-2937 PROJECT #: RV07317 TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 540-885-0920 PROJECT #: 40241 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 REQUIRED YARDS (MINIMUM): FRONT: 25 FT SIDE: 25 FT REAR: 35 FT PROPOSED USE: SPA 17,400 SF BUILDING HEIGHT: 28 FEET EXISTING PARKING: 69 SPACES PARKING REQUIRED: 10 EMPLOYEES X 1 SPACE/EMPLOYEE = 10 SPACES 8 TREATMENT ROOMS X 2 SPACES/TREATMENT ROOM = 16 SPACES TOTAL SPACES = 26 TOTAL PARKING PROVIDED: 47 SPACES LOADING SPACES PROVIDED: EASTERN SIDE OF THE SPA BULDING. ADA PARKING SPACES PROVIDED: 2 SPACES WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE EASTERN SIDE OF THE PROJECT AREA. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. STORMWATER NUTRIENT CREDITS: A TOTAL OF 1.09 LBNR OF STORMWATER NUTRIENT CREDITS WERE PURCHASED AS PART OF THE ORIGINAL WPO PLAN (WPO 201800078 DATED 7-29-2019). PER THE PROPOSED WPO PLAN AMENDMENT THERE WILL BE A SURPLUS OF 0.36 LBNR QUALITY CREDITS ASSOCIATED WITH THIS SITE AVAILABLE FOR FUTURE DEVELOPMENT ON THIS PROPERTY. SEE SHEET C6.0 FOR ADDITIONAL INFORMATION. MINOR SITE PLAN AMENDMENT SUMMARY THE PROPOSED BUILDING FOOTPRINT HAS BEEN REVISED SINCE THE APPROVAL OF THE MAJOR SITE PLAN AMENDMENT DRAWINGS SDP-2018-079. THIS UPDATE INCLUDES CHANGES TO THE SITE LAYOUT, UTILITIES, GRADING, PROFILES AND LANDSCAPE PLAN. KESWICK HALL SPA MINOR SITE PLAN AMENDMENT SDP-2020-00002 COUNTY OF ALBEMARLE, VIRGINIA 01/06/2020 12 bib abS Gas sP6 nt SITE ° LOCATION © Keswick Hall d FOX HILL ROYAL ACRES 744 Keswick twr 250 � blb EIGHTS MAGRUDER di FITZWOOD 2so VICINITY MAP 111=20001 DEVELOPER: HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 CONTACT: JOHN TREVENEN TELEPHONE: 434-923-4300 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 0 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 229024596 Panne t4341296-5832 Fox (434) 9724126 July 24, 2018 Williams Mullen C/O Valerie Long 321 E. Main Strccy Suite 400 Charlottesville, Ve 22902 RE: SP201800001 Keswick Hall and Golf Club Dear Ms. Long, On July 11, 2018, the Board of Supervisors took action on your special use permit request to Amend previously approved SP200800042 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant, add a new maintenance and laundry building, relocate the existing restaurant in a standalone building, and add a wing to the existing inn for 38 additional rooms (a total of 86 rooms). In addition, site changes to parking and circulation we proposed on I'm Map Parcels 0800000000087.0; 080000000060A0; 08000000000900 in the Rivatna District. 'Me Special Use permit was approved by the Board's adoption of the attached resolution and conditions. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted aMrve, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval of and compliance with a SITE PLAN or a SITE PLAN AMENDMENT; and • approval of a ZONING COMPLIANCE CLEARANCE. Before beginning uses as allowed by this special use permit or if you have questions regarding the above - noted action, please contact Rebecca Ragsdale at (434) 296-5832 ext. 3226. S-i�n,{I�,cI��e1p^re!-ly/, Megan Nedostup, A1CP Principal Planner Planning Division Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN C6.2 STORMWATER DESIGN TABLES AND CALCULATIONS C6.3 STORMWATER SUMMARY PLAN C6.5 PERMEABLE PAVER INSTALLATION AND MAINTENANCE C6.6 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.0 PROFILES C7.1 PROFILES L1.10 MATERIALS ENLARGEMENT PLAN L2.00 SITE DETAILS L3.10 TREE PLANTING PLAN L3.20 UNDERSTORY PLANTING PLAN L3.30 MITIGATION PLANTING PLAN L3.60 PLANTING DETAILS L2.01 SITE LIGHTING DETAILS SP LC1.01 SITE PHOTOMETRY SP LC1.02 SITE PHOTOMETRY SP LC1.03 SITE PHOTOMETRY SP LC1.04 SITE PHOTOMETRY TOTAL SHEETS = 26 SIGNATURE PANEL DEPARTMENT OF COMMUNITY DEVELOPMENT. PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT RESOLUTION TO APPROVE SP 2018.01 KESWICK HALL AND GOLF CLUB WHEREAS, the Owner of Keswick Hall filed an application to amend a previously -approved special use permit (SP 200800042) for Tax Map Parcels 08000-00-00-008Z0, 08000-00-00-060A0, and 08000-00-00-00900 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant, add a new maintenance and laundry building, relocate the existing restaurant to a stand-alone building, and add a wing to the existing inn for 38 additional rooms, as well as make site changes to the parking and circulation, and the application is identified as Special Use Permit 2018-00,001 Keswick Hall and Golf Club ("SP 2018A i "); and WHEREAS, on May 22, 2018, after a duty noticed public hearing, the Albemarle County Planning Commission recommended approval of SP 2018-01 with conditions recommended by smfi and recommended minor changes to the Conceptual Plan; and WHEREAS, subsequent to the Planning Commission meeting, the Applicant submitted an updated Conceptual Plan dated June 11, 2018 that partially addressed the Planning Commission's recommendation about changes to the Conceptual Plan, however, the updated Conceptual Plan contained additional changes that were not considered by the Planning Commission; and WHEREAS, on July 11, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2018-01. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2018-01 and all of its attachments, the information presented at the public hearing, and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2018-0 1, subject to the conditions attached hereto, including Condition # 1, which references the Conceptual Plan dated June 11, 2019 and the Narrative dated January 16, 2018, updated Juno 11, 2018. 4 Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to aro as recorded below, at a meeting held on July 11, 2/0111 S. / Nay(/ Clerk, Board of ounty Superyi; rs Aye Mr. Dill Absent Mr. Gallaway Y Ms. Mallek Y _ Ms. McKecl Y _ Ms. Palmer Y Mr. Randolph Y APPROVAL DATE SP-2018-00001 Keswick Hail and Golf Club Conditions 1. Development and use shall be in accord with the conceptual plan titled "Keswick Hall & Golf Club Spacial -Use Permit Plan" prepared by Hart Howerton and dated Jane 11, 2018 (hereafter "Conceptual Plan" ), and narrative titled "Keswick Hall and Golf Club Project Narrative" (hereafter "Nartative'), dated January 16, 2018, updated June 11, 2018, as determined by the Director of Planning and the Zoning Administrator. 2. Tho restaurant, tavern, and inn and accessory uses shall not consume water in excess of existing permitted capacity of the existing water system (76,000 gallons per day) and sewage system (60,000 gallons per day). If the central water or sewerage system must be expanded to meet existing or future demand for residential users, the applicant shall seek and obtain all necessary approvals for expanding the system from the Virginia Department of Health, the Virginia Department of Environmental Quality, and the Albemarle County Board of Supervisors. Any expansion of the central water or sewerage system to meet existing or future demand for residential uses shall be solely for the use of residential users. 3. The applicant shall seek and obtain all necessary approvals by the Virginia Department of Health and Albemarle County Fire Rescue Department for a water system improvement to support dedicated internal fire protection as described in the "Water and Wastewater Facilities Plan 2017 Update for Keswick Hall & Golf Club" prepared by Timmons Group dated December 1, 2017 and revised March 19, 2018 (hereinafter the "2017 Water/Wastewater Plan") before a building permit for the proposed improvements described in Phase IA of the 2017 Water/Wastewater Plan may be issued. No certificates of occupancy for the improvements in Phase IA shall be issued prior to the completion of the aforementioned water system improvement. 4. The applicant shall seek and obtain all necessary approvals by the Albemarle County Board of Supervisors for a water system improvement to support expanded permitted capacity of the water distribution system as described in the 2017 Water/Wastewater Plan before any building permit for the proposed improvements described in Phase I A of the aforementioned plan may be issued. No certificates of occupancy for the improvements in Phase IA shall be issued prior to the approval of the Virginia Department of Health, the Virginia Department of Environmental Quality, Albemarle County Fire Rescue Department, and completion of the aforementioned water system improvement. 5. No unplatted property shall be subdivided and no approved subdivision plat shall be recorded unless the applicant demonstrates to the satisfaction of the Planning Director and County Engineer that the existing central water system permitted and approved by the Virginia Department of Health, or m such permit is amended or such subsequent permit approved by the Virginia Department of Health, Division of Water Supply Engineering and the Board of Supervisors, is available and adequate to serve all of said lots, as well as all existing improvements, associated uses, and platted lots, without compromising on -site and adjacent off -site well water supplies. Nothing herein shall guarantee approval of such amendment or permit. In making this demonstration, the application shall use test procedures approved by the Virginia Department of Health and the County Engineer. 6. Except for any restaurant and spa on the property open to the general public, Keswick Hall and its associated facilities shall be used only by the guests of the inn and their invitees, and members of the Keswick Country Club and their invitees. 7. In the event that the use, structure or activity for which this special use permit is issued is not commenced on or before July 11, 2020, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit". 8. All parking areas established or expanded after July 11, 2018 shall comply with a minimum 25-foot setback. 9. Keswick Road shall be the primary access. U CRAIG W J. KOTARSKT ; Lic. No. 0402048507 6 08-14-20,,� OM E � O N v1 N C Q O > E wa ~ U am 3 LL o 3 oLL 0� LU 0 Q -J U w d O N CD W ) a 0 to X C U a) ID H Q c v rn O N a) m a � W LU _1�H (A Z 0 V w O O N 0 ti M 1by-Al 1: 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A V / Z J H o J Q w = z 0 o 0 U W J U Q V / LLJ co J Q `W i JOB NO. 40241 SHEET NO. C0.0 c F N !L �O m CD o C7 Z aO -22 02 c m E o c c in m c d o ::) U O c W.2 Z n O a a g x H m a) o � L C 3 a rn a) c Y m U N a") 0 L � a) U) L GENERALNOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I. 2. 3, 4. 5. 6. 7. 8, 9. Albemarle County Engineering Final Plan General Notes Pagel of4 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 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. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontaLvertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 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. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 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 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ]CC/ANSI All 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (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. 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/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 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. LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM (S�- S EXISTING SANITARY SEWER PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. (D-SAN-0 -QS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL 0 CURB & GUTTER WATER DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT 6" W PROPOSED WATER LINE PAVED DITCH -0 6" W PROPOSED VALVE - JUTE MESH DITCH F 6" W PROPOSED TAPPING SLEEVE • • -� CENTERLINE OF DITCH BENCH MARK Eo__Y PROPOSED FIRE HYDRANT (COMPLETE) . �. CLEARING LIMITS GRADING T R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT 200 PROPOSED CONTOUR TW = TOP OF WALL BW = BOTTOM OF WALL + 240.5 EXISTING SPOT ELEVATION TS = TOP OF STAIRS BS = BOTTOM OF STAIRS ! TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 0 PARKING COUNT ,,,,sc O rJ CRAIG W. J. YOTARSKI Lie. No. 0402048507 .��_08-14-20,�3 M E 0 0 Ol U N v N C > £ w air E � NU. � 3 o 0 r w �oM" .ti W X_ M �J000 w -� W N ZN v k �ONQ �CJC aiw oa =� tn= vN = V > Ln H ¢ c uN 0+ NN M 0 J IDH O a Z o (n V) O � � LU z � O curl W U) LLj > LLJ U Z O ZZQ) QO� Q. O W p Q. LLt QCk to W j ZtYLn w N N ti Q l0 ~ C1 ti DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A L..L v, Y / Z Z °C w J >r Q 2 Z 0z °a U i--i w a W ' ^ �/, W J coO w Q z Z JOB N0. 40241 SHEET NO C1.0 a) N 0 L 3 0 N O O. J o. >. C m O 0 N 0 M 6 C I mw =IO v X o O m r>1 �Z °O og CCC m w c C a0 O c n' o 0 3 U N Z O a X a) o w � CL _ o o. rn d c > Y � N aa) o d m cc N U cFD o E� 7 C U Co VO m C a) d 76 .5 .0 N C ya O U C O C U m O n .- N N N = L F L "TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE 1// Nwilli FIF . �� � � � • • cif l.� .�ro,��cf •e \\ -#3 REBAR (12" O.C.) 1/8 WASH , 5" # 57 STONE C e $$ 7T�I1 11_0^ 911 e (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES NOTES: " 1. FINE BROOM FINISH ALL STAIRS. 1' 4" COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale 30" MIN COVER FROM FINAL GRADE REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND PRE -CAST COMMS MANHOLE TYPICAL BACKFILL GENERIC COMMS DUCTBANK W/ (2) 4" SCH. 40 PVC CONDUITS SHOWN. CONC. ENCASEMENT SHALL BE 3,000 PSI MIN, THREE INCH ENVELOPE OF CONC. SURROUNDING. REFER TO DOMINION POWER DESIGN STANDARDS. (TIP.) REFER TO DOMINION POWER DESIGN STANDARDS FOR DUCTBANK AND COMMS MANHOLE TYPICAL BEDDING TYPICAL (2) SCH. 40 PVC DUCT BANK SECTION DETAIL No Scale `RIVER STONE (12' DEPTH) 4" PVC PERFORATED UNDERDRAIN GEOTEXTILE FABRIC RR DENOTES GRAVEL FILTER STRIP ON PLANS GRAVEL FILTER STRIP DETAIL No Scale BOLLARD DETAIL No Scale 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT Z-0" DIAMETER CONC. FOOTING wo 1111111 WN 1A CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 0 0 0 FA - PAINTED 18' PER 2% MAX. 4„ VDOT SPEC. 8' 1 5' 1 8' L 8'I IF 8' — TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale `EDGE OF PAVEMENT � 4" PAINTED STRIPE (TYPICAL) 1. 1�= REGULAR SPACE 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) 4" 4"— SURFACE WATER FLOW BELGARD AQUA ROC OR PERMEABLE JOINT FLUSH CURB APPROVED EQUAL OPENING AGGREGATE (BROOM FINISH) 12" MAX. o° 4" 21 B //\\ j\\ j\\\/\\ j\\\\/\\/\\/\\ j\\/\\/\\ j\\ \\\ /\\\\\/\\ j\\ j\�\. \/ STONE �Aw��AwA�� wAwAwA��AwAwAwA��AwAwA.Aw �J.�2�vAwAwA�� . v.�:.;�AwA! PVC UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 No Scale PBIALTY f0V1.1111 W - IRO FIE rim 1500 rMCI im TOW AWAY ZONE TOW ARM* VAN 6' ABOVE ACCE88BLE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 33TH 0.5' FROM EP ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND, 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale R SPECIFICATIONS 3r.3r.1' M: 46M OL LEDSTRENGTH: MPS! I: HDPEPP COPOLYMER R: BLACK uRBANGREEn PUSnc PAV ER PLAN GRAM SURFACE RAISED EDGE CONCRETE CURB CELLS FILLED WITH FREE DRNNN(i GROWING MEDIUM SANG, a — URBANGREEN PLASTIC PAVER N A 7 IF a_1— —1 I— I PREPARED SUMPEE )-III--III-III-1 I-IIIIII--I I IT-�T -T—III—III--III—III—III-111 GEOGRUORICtNVOVENGEOTEXIIE I—IIII � III TI II I III-TI- 1M1G I III III: I I I III III-III_III II III I III -III III 1- (u 11 I -(-I I ICI n L I n I I I I I I F� PREPARED suBGRAOE SECTION GENERAL USE AND MP R ACE ONLY. AND M NOT SITE SPEEDING. 7=03TIMMIMERM GEOTEXTILE FABRIC (TENAX MS220B OR EQUIVALENT) COMPACTED SUBGRADE CONCRETE SIDEWALK JOINT DETAIL No Scale CURB TRANSITION DETAIL No Scale TABLE 1: TYPICAL SUB -BASE (D) THICKNESS REQUIREMENTS W/ GEOGRID APPLICAYK)NlLOAD • CBR STRENGTH OF (D)SUB-BASE THICKNESS (IN.) (SEE GEOGRID SUBGRADE SOIL NOTE 3) (SEE NOTE 1) 5 5 TIM FIRETRUCKANO 9b 7 TIM OCCASIONAL HEAVY VEHKLEACCESS M 11113 TKT 14 IWR1 % M 5 TAG LIGHT VENCLE 6 TAW ACCESSAM SPILLOVER CAR y,a WIG TK7 PRIDING 14 1411e TIN GBR-CALFORWA BEARING PATb GENERAL NOTES 1. F CPYFECH GEOGRID IS OMITTED. THEN THE TOTAL SUFFRAGE LAYER THICKNESS MUST BE NCREASM BY 50%. IF SUSGRADE SMILE IMPERMEABLE AND NO GEOGIBD IS USED. A NONVOOV041 WOTE%ttE WI RMMED CONT9dT IS RECOMMENDED AND SHOULD HAVE GOOD PENMFANL" ANO FORMS" (6o-70 PORES PER SO W RE INCH). 3. F AN UNDERDMIN IS REQUIRED USE 4.CH DIAMETER PERFORATED PIPE LAID AT MINIMUM GRADIENT 1:100, BEDDED ON GRAVEL IN TRENCH BACKNLLEO WITH DOT TVPE A' DRAINAGE STONE CWERE➢ WITH A WOVEN GEOTEOILE FABRIC AND LEADING TO MIC SLE OTFALL M SIORETEN ION AREA. DRAINS PLACED DOWN CENTER OR ONE EWE OF ACCESS ROUTES UP TO 1B8 FT. MDE. WIDER ABPASMAYMOMEADDMbDRAINSATIBLR.-M"..CENTERS. DMMDE61GNSYSPECMERBASEDONSPECFICORWND OOIDmON9ON SITE U 3. SUBBASE SHOULD BE A SANDY GRAVEL MATERAL FROM LOLL BOUNCES COMMONLY USED W THE PREPARATION OF A ROOD BASE AND WALSAA%S SUBBASEGRAVELAGGREGATETORERIM'"MWUSCRUSHEDRWKWn NOMOREn N3%PMSNGTCQWSIEVE. MATERIAL SHOULD BE NEARLY NEUTRAL N PH. 4. URBANGREEHPAVER.GEWROAMGEOTEXLILESBYCONTEC"ENOINEEREOSOLUTWL1S. 0 MS M NSTA TIONNOTES A THE CONTSACTORSHALL COMMENCE THE WORKAFTEfl MRE SUBGRAOE FASBEEN FINE GRADED AND COMPACTED TO SPECIFIED TOLERANCE. S NSTALLSUBBASECOURSEMATENIALOVMPREPAR WSGRAOETOEIEVATMMANDDFPTHSWHOWNONPLAN NSTALLMATIBIALN LIFTSTHATCONOTE CEM4NGHES.WMPACTI%EACHUI TOM%MOONEDPRXTORDE%IW. G uSE CONNEOTpt6 PROVMEO RIMNMAN PROPER SPACING ANOro MTEgLOCq THE PAVERS 0. PAVEft DTOSNA SATA05ELEMH SFARGEACLOVMWDAMNG FPGNG ODVM PAVER MATERIFISHOULO BE GOVEAED IF IXPOEED T09UNATCgfTSOE ELEMENTS FOR MORE hNN 30 DAYfi E PAVERSCAHBECUTUSNGAMMORPOWERSAWTOFITARWNDMSTRUCNO MDCONTWRB PIECES WHICH ARE IESSTHAN HALF THE ORIGNAL SIZE SX W ID IDT BE ll$Ep. F. FILL PAVERS04TH THE SPECIFIED SAND. ALL MATERIAL SHALL BE INSTALLED TO THE TOP OF THE PAVER AND NO HIGHER THAN 144WH ABOVE THE TOP OF THE PAVER ONCE THE PILL MATERIAL IS INSTALLED USE ALIGHT VIBMANG PLATE TO CONSOLIDATE THE PAVERS AID TO WETILE THE R001NDONE WFBL. G GMRYOUTWDPLACEMENTORSEEDING.FER1F12WGMDWATERNGPMGMM AVERYLGHTTCPORESSWGMAVSEAPPLOCTO JUSTCOVERTHE 6EE0"MPRWDEADEWATEGERMMTWHW NnON , IT IS PPFFEMBLE TO ALLOW THE GRABS TO FULLY ESTABLISH PRIOR TO VEHICLE DNAFFIC. 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 9.75" #57 STONE COMPACTED SUBGRADE SLOPE TO UNDERDRAIN CONTROL JOINT SPACED AT WIDTH OF WALK FEXPANSION JOINT AT MAX OF 100% WITH PREMOLDED EXPANSION FILLER CONC. WALK 1 - 4" 21-B STONE 2" R NC CURB AND GUTTER CLASS 3A, \� d °1\1�f'C--3,000 PSI) CONCRETE yi / d e 13" \/. °e © a - r 4" MIN. L I•,6" 1 6" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale P BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% „ a. COMPACTED SUBGRADE 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH REMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH VVV11F 6x6 W2.9xW2.9 2" .e ;. T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale -.0" ASPHALTIC CONCRETE SURFACE :OURSE - SM-9.5A .0" INTERMEDIATE BASE COURSE - BM25.0 IF TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. HEAVY DUTY ASPHALT PAVEMENT SECTION B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. No Scale C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A O O O 8" TYPE 21B AGGREGATE BASE COURSE 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND \j\\/\\/j\\/\\/\\/j\\/\\/j� f COMPACTED SUBGRADE INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND //�✓�//�/\/\ INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS SOLID WHITE LINE 24" STOP `�P' 12' LIGHT DUTY ASPHALT PAVEMENT SECTION STD. (VARIES) No Scale R1-1 F NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL TOP OF CURB HIGH INTENSITY SHEETING NO SCALE SOLID WHITE LINE 2 � � 2' (TIP.) (TIP.) STRIPING AND SIGNAGE DETAIL No Scale I FLUSH CURB No Scale VDOT A-3 CONCRETE A,VLN I LLNVL 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB O GR AIG W. T. KOTARSKI Lie. No. 0402048507 M E O 0 Ol U N n N C 0 > E w ai E Z- N t 3 � 0 3 o U. z w O R ti LY W t M <J ULO J — N CY W N N v zk a;� �ONQ o Ce ur) N x 1 LLn° F a C In 01 V+'DI N M a � Lb J ID� H Z O Z 0 � � Lu z � O (n W > Lu Of Lu O Q Z z QO� O U O W p LLI Q�k 4 ti ui W j i C Ln i DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE L..L v , Z IN I —I ° C w J H Q A z 2 �z °a U N--i w ac W G ' ^ V/ W m J O Q z `ui i JOB NO, 40241 SHEET NO. C1.1 L REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MdNC (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BYHAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NYLOPLAST DRAIN BASIN WITH STANDARD GRATEN0. 68 STONE -_ BEDDING 6" max 4" min FOUNDATION (SHALL BE (1,2) INTEGRATED DUCTILE IRON REQUIRED WHEN SOIL FRAME& GRATE TO MATCH BASIN O.D. CONDITIONS ARE UNSTABLE ALL PIPE) 18' MIN WIDTH GUIDELINE 8• MIN THICKNESSGUIDELINE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION (MIN. MANUFACTURING PLANSITAKE OFF) RED. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4'- 30' FOR CORRUGATED HDPE (ADS N•12JHANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SON 35), PVC DWV (EX: SCH 40), PVC 090WC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (6, 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 (T MIN. QN 8"-24', 10' MIN.ON 30' R'.2A^ e MIN nN BASED ON MANUFACTURING RED) 6' MIN ON 30' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, 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. I - 8'-30" STANDARD GRATES SHALL BE DUGTLE IRON PER ASTM M36 CRADE70-50-05. 2. IT- W' FRAMES SHALL BE DUCTILE IRON PERASTM ASMORADE706MS. W & IW STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWINGNO.7001-110-M. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BANNS OVER S4" DUE TO SHIPPING RESTRICTIONS. SEEDRAWINGNO.7001-11DD65. THIS PRINTOISCLOSES SUBJECT MATTER IN WHICH DRAWNBY ERC MATERIAL 313OVERONAAW 1-DRAINAGE CONNECTION STUB JOINTTIGNTNES$SHPLL CONFORM TO NYLORAST HAS PROPRIETARY RIGHTS. THE RECEIPT SUFOROGA30518 ASTM 03212 FOR CORRUGATED HOPE(A08 NITHANCOR DUAL WALL), N-12 HP, B PVC SEINER (4•-24'). OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.2346 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR PHN (770) 932-2W Nylo last FAX(770) 9324490 5-ADAPTERS CAN BE MOUNTED ON ANY ANGLE V TO W. TO DETERMINE TECHNICAL NFORATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME yr .nyloOMSNusx, MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. REPRODUCTION OF THIS RUNT OR ANY INFORMATION TITLE B-iT-30' STANDARD GRATES SHALL MEET H-20 LOAD RATING CONTAMEDHEREINORMANUFACTUREOFANY DATE 011i48 DRAIN BASIN WITH STANDARD GRATE 7-V& 1PSTANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFRGN, FOR THE DISUOSIIRETO OTHERS QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPAST. OWG SEE A SCALE 1:40 SHEET tOFf min xnmtwr DING NO. T001-116114 REV H NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSITAIa: OFF) RED. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET& OUTLEFADAPTERS AVAILABLE: 4'-30' FOR CORRUGATED HOPE (ADS N-121FMCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35). PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) I - 8'-3D" DOME GRATES SHALL BE DUCTILE IRON PER ASTM AM GRADE MSMS. 2 . T& IT DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWINGN0.7801-110-M. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDINGTORAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER M" DUETO SHIPPING RESTRICTIONS SEE DRAWINGN0.1001-1101M. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALLCONFOR,I TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL), N-12 HP. B PVC SEWER (4"-24"). 5- ADAPTERS CA BE MOUNTED ON ANY ANGLE O' TO 36V. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE GRAVING NO.7001-110012 6 - 8'3`TDOME GRATES HAVE NOLOAD RATING. (5) ADAPTER ANGLES VARIABLE 0" -360" ACCORDING TO PLANS 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 (3) VARIABLE SUMP DEPTH - ACCORDING TO PLANS 0• /6' R I (S'MIN. ON 8'- 24'. iP MIN. ON 30' a•M1Noue•-u° BASED ON MANUFACTURING REC.) TYPICAL SECTION TMINON30' (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 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. )ISGLOSES SUBJEGTMATTER IN WHIQI HASPROPRIETARYRIGHTS THERECEIPT DRAWNBY ERC MATERIAL arauvtwu AVE BUFORD, GA 30518 SION OF THIS RONTDOES NOT CONFER, DR LICENSE THE USE OF THE DESIGN OR DATE 03.2510 PHN(no) 932.2443 Nylo last FAX(770)932-2490 SPECIFICATION NFCRMATION SHOWN HEREIN v .nYlo0Ns4usxom REFERENCE REVISEDBY NMH PROJECT NOUNAME ION OF THIS PRINT O RANY INFORMATION TITLE HEREIN, OR MANUFACTURE OF ANY REFROM, FORTHE DISCLOSURETOOTFERS DATE 03F1146 DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL X EXCEPT BY SPECIFlC WRITTEN I FROM NYLOPLST. emnxnwrer DWG SEE A SCALE 1:40 SHEET IOF1 DWG NO. 7001.110-397 REV D SEE STANDARDD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 2'-0„ :.. 0 W ZU ELLO �w O o ;.> AB T ED FLAT SLAB TOP AS DETAILED ON STANDARD T-NTH-2 MAY 81 •.. SUBSTITUTED FOR TAPERED P \d " SFf`.TION WHEN APPROVFn RY ST-1 67-7-1A 45• CONCRETE FOOTING HALF PLAN VIEW I MH-1 ' DI-3A, 38, 3C B TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FlG. S-3 TD-34 GALVANIZED STEEL STEP iv : A... R 31E MINIMUM OF 3" EMBEDMENT ALUMINUM STEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION ,FOR DETAILS OF INLET FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-011 MAX RUBBER COATED STEEL STEPS CAST IN PLACE „ 3'-0 MIN PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS ° 16" MAX MINIMUM ELEVATION H5" 4'-0" DIFFERENCE ACROSS M9SMOOTH FROM INLET TO O SHALL BE 0.20 F DEPTH OF FLOW C F VARIES CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTINGSEWER.A ! 12" FILLETED INVERT FOR° •d' TRANSIT ON 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 IS-1 A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION (DIMENSION MAY VARY WITH MANUFACTURER'SDESIGN CORROSION RESISTANT MATERIAL �9 # 4 REINFORCING ROD / TYPICAL SECTION I(�\ � 1 12" ~ I I 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B SHAPE TO CONTOUR OF PIPE - TD-27 7. ° SLOPE TO DRAIN TO INVERT STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF OF OUTLET PIPE SECTION A -A 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF • .° STRUCTURE WALL' TRANSITION BETWEEN L MAXIMUM STEP SPACING TO BE 16" C-C. PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS DIFFERENT SIZES OF STEPS SHAD WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN PIPES ARE ENCOUNTERED. e EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. / STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE.IN / INTPR CAST UNITS PROVIDED STEPS M HE FABRIAY BE CS TOR, PLACE,T IN MORTARED NOTES: �\ 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 \ SLOPE TO DRAIN FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF ` TO INVERT OF THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE STRUCTURE. / OUTLET PIPE 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 RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. OF SUCH STEPS. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS /3 OR ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT CLASS C1 EXCEPT THAT 25Y OF COARSE AGGREGATE MAY BE SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, UP TO 4'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, �< �,•: OR DIMPLED SURFACES. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE '. SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I ••'••`( ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL SHE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET SPECIFICATION TC-C-00498A. CONFIGURATION AND FLOW LINES. SECTION B-B SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. EXPANSION JOINT 1i• - I� zoom rcc: In� . u........n...................1 IY■11........■• ................1 ... no III No .,.•• • • ,. ., • I 11 BA ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 106.09 106.08 B-1. B-2 PLAN METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION WEEP HOLE (AS REQ'0.) r-STEPS (AS REQ'D.) A -WEEP HOLE (AS REQ'D.) , K o1n w I wx l 1 I = STEPS I(AS RE0113.) I !� ' I ALTERNATE JOINT DETAIL � x IE D xi_ x li I x SECTION A -A ,I _ r KEYED CONST. JOINT B-' 6" x 6" - W5.5 x W5.5 WELDED � WIRE FABRIC OR EQUIVALENT AREA L-VARIABLE - MAX. 20' 1 1� WARPED 41T0" I? D' JB 2.6 B B 3 -Q 2" APPROACH MONOLITHIC F > 2„ I I i.1 PRS A GUTTERFOOTING y HALF SECTION A -A HALF )- -------------- - - - - -- - (WITH FRAME AND COVER REMOVED) B S G- -} - - I 0 D + 8" + 2X I fff 111 BRICK CONCRETE I BARS F BARS E L B 6o BARS E B-2 I 4k3" DIAMETER WEEP HOLE FRONT ELEVATION 8" i'-8" B" BARS a DOGHOUSE WITH FOOTING BARS F NOTES: - - - - - - (GUTTER REMOVED) 11/4" 3•-0^ NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED L� 5XI/," BENT PLATE SECTION B-B BY PIPES MUST BE DEDUCTED TO V. 6" i 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, OBTAIN TRUE QUANTITIES. 'a•. r "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. A BASE THICKNESS OF 9" WAS USED IN �' I/4" R 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. COMPUTING CONCRETE QUANTITIES. TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2V2'X2%ZZ"XI/, a '1s•• GPLVANIH ADDITIONAL FOOT OF DEPTH. D 3. CONCRETE SHALL BE 4000 PSI. 3. INCREMENTS TO BE ADDED FOR EACH TYPE B NOSE DETAIL SHALL BE USED WITH CG-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 TC-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 %2' X 4" STUD SHEAR THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO APPROVED CONCRETE MANHOLE 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 --t _APPR. PAVEMENT PE THICKSS OF SAME IS TO BE 5" 5 DIMENSIONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM R 36" 4" 18" 21" 48" 5" 24„ 27" 60" 5" 36" 42" 72" 6" 8" 48" 54„ 84" 7„ 8" " 60 66„ 96" B" 8" 66" 72" OTHER THICKNESSES ARE TO CONFORM DI-3A L DI-3B L DI-3C L - WED PAVEMENT ' TO WALL THICKNESS SHOWN FOR I� 6. "D" IS NOMINAL DIAMETER. CONCRETE. - DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED n F- 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. 6.ALL CONCRETE TO BE CLASS Ai. - - - _ _ _ _ _ _ _ _ - ,- _ �,., .' THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING - OR PONDING OF WATER IN THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND 7. WHEN SPECIFIED ON PLANS THE FLOW FLOW x x x ONE PIPE EXITING STRUCTURE) INVERT 6FLOW 1'-0" 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. ACCORDANCE E WITH SHAPED IN I I T�'I TH STANDARD IS-1. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RAG GASKETS, OR BUTYL RUBBER. THE COST OF FURNISHING AND PLACING I DETAIL WHEN USED ALL SHAPINGISIARTO BEIDENTAL IINC UDEDOINTTHE BID FOR USE ON GRADES ADJACENT TO CURB PRICE FOR THE STRUCTURE. FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL IFICATION `VDOT �VDOT SPECIFICATION �VpQT SPECIFICATION ERENCE MANHOLE FOR 12" - 48" 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 SHEOFi3.11 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.01 104.09 OB/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1302 . DIAMETER- •4'-8"+(2 x WALL THICKNESS) _ SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 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 1.899 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1 1.4 0.785 1 2.747 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 6.032 INCREMENT 0.45 0.582 FOR ALL BENDS WIDEN TRENCH' ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS REQUIRED 21_ L SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUND. BEND L H T L HI T 90 Z50 2.50 3.01 0.24 4" & 6" 45 22 1 /2 2.00 1.50 2,25 2.00 2.60 2.52 0.15 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT � TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE WATER d N h I I rl U h. LINE 2500 P.S.I. CONCRETE N a. 2'x Z BEARING AREA THRUSTBLOCK a. a a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE No Scale EXIST GRAD METAL INSPECTION FRAME WISOLID LID NEENAH R-1975 ORE EQUIVALEN T) O ) 3" CONCRETE COLLAR RUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT E OF LINE CLEANOUT DETAIL No Scale (J OWG W. T. KOTARSKI Lie. No. 0402048507 M E CD 0 T U N Ui N C > E w E U. LL Ed 0' LU L re)Q_UCO J -L a i CD TV (� N (D W Z +!+ z o x O oa 7� � Z LA = N r4 O =tea'`. U (�/) ~ C rn W ti (V i t O v) W (U) h� W o � > LLJ O`r 'LU Q^'^ Lu ^ V Q O vi pUa O W 2 11 UJ Q cCef�c W j 0 w w = U W a Q z p O Er) Of } DATE 0110612020 DRAWN BY C. GAYNER • DESIGNED BY • A. ALLISON • CHECKED BY C. KOTARSKI • • SCALE • • • • L JOB NO. 40241 SHEET NO. C1.2 tl N .........'.' GP \ \_- \ /A y \'�JK �!/ _-�--_ // \ _\-/ 1' /�// 1\ \ \` \ II l.i IICr/.. TO BUILDING / P 2 5' T NC p�\ (SEE SHEETS C4.4, C4.5 \ - - ` �; .. r - _ %' . f / - - / / r I / •. / '1. I I / r r 1. / .. \ UCATV� / G \ .O / P R & C4.6 FOR DETAILS) T GfE Z \ \ \ / \ ~ \ - - -\ APL /7 - /\ '1 �,: D ' / f' r .l I 'l '/ l 'S�OPCS�TYf� / / _ \ \ c"p\� - - -' -- / I\ \\ �\ \.�1)7r APPROX. LOCATION A _ ` - c ✓G�- a \ \ s 5441EPCO EASEMENT / ✓ . (, _ � REFER TO PLAN TITLED "KESWICK HALL ADDITIONS AND \ \ DB. 884, PG. 607 - - - BOX/' l - W E SITE IMPROVEMENTS" SDP-2018-016 WP0201800020 & PE WP0201800078 FOR DESIGN INFORMATION. \ ^ \ PED 436 \ / \ \ \ / _ _/ 1 � H GRAIL\ '� \ EBRfCK- \I 1 J ` I t \.\-\.\ \ TT \ \'cam � I _ ' s \ \ - - - - \ l / \ TFM \ \ WOOD DECK \ \ GG G� / ''T TFMR J V - .� \ \ \ \ \ \ \� \ i � ^ \ ` / d� e, • \ / I / 1 / ' / 1 I / ! / . \ LGr —� --_ ,---� - -- P� \ �\` � -'" \ \ \ - ,ant _ / \ ti ,(7) WOOD r'� � � _ I' � - - _ r4S\ �. �- _ - - _ a3Y l ..\ �. � \ � � ... \ . STEPS _ / �✓6C$ l \ Q _ 0\ #38- �., rd� \ \ ` \ \ \ \ \ SANITARY MH \ - I/G - _ ,` 5'� IRR N \ TOP=435.65 IRRIGATIOW y� .1 \ T- - - J T \ _ _ Q� ...\ .' \•. • \ - _ _ \ \ I (. . INV IN=42776 J - �1, . .. \ / a3 a / o\ m INV OUT=42702 �,- - - ' EOI EYBALL \ WV \\� `� �-' \UG \ � \ 3A\- .�•-. 435 _ _ T _ d \ G OR �c \ / - ` -� _ \ 1 - �.. I .I / a \ \ \ \ `' TOP= o \ APPROX. LOCATION / , l �' - .` .. , �� / s ASPHALT l - - - \ _ _ \ \ \ VEPCO EASEMENT SL 92 BUMPER BLOCK / \ _!4/ � \ \ \\ \ V E -43 \ / / y 3y _ �` )- 47, PG. 675 / TYPJ �! K�� — ---,_ ,-,,-- ^ TO- \ \\ l =429.3 - ✓.'� i /( / , `BWLDING \\ \\ IN 9.37 V. r / // ' ' /1 /l \ — ✓ VAR. WIDTH CONCRE-TE-PACT DRAINAGE E ENT r ' . . �' O s �- d \/ - \ _ / ✓... / r lAfWOODEN STATUE DB. 05198 G.663- 70 3d - - - - - _ / - \ G Op Op \ \ \ \ ` \ \ - / / / . i . / ... / / • . I \ h, ilI _SAS 3"iyry IPMENT 2'PAVERS D 46Y k If N/CA1 /ON EA5EMENN/T5o0� hr X � IF.�R"HHs 25 SETBA¢- ' ' O 433 .qZg WOOD GAZEBO 1 WHITE \ - CK 14"W TE OAK s9'G ---- - --- -- r P // /� - -\\ / \\ \\ \ l \ \ \ 1 \`\\ •'� / \ �S-' , \'� - 7/ >2" WHITE OAK / r - - - - - WOOD GAZEBO \ \DECIDUQIyI / \ / \ f \ / / \\ j \ \ .1 UG - - - - - - - - I \ } /� -/ 24"WHIT _- \� G \ / «\,-- - � / / \ 12"D CIDUOUS \ \ -\ \ / \ - — — _ � � \ \\ �\ \ 4' WOOD FEN 431 m„ �0/ / OS\ rr / \4'W F \ \\\� \ `\ SRAtE 12"WHITE OAK =431192 \ROA y — — — S\\ / JgP� / — \ s INVIN=427.02 \-------'--_-------- \ I ` / \ - INV OUT=426.74- WPO BUFFER _430— 5 / c �,\ \ \� \ / - _ - - \ \ �Q / / / / / / \ �� / �/ o / \ \ BOX G COBBLESTO%E / \` ------ -'-- - - - - -- \ ASPHALT \ \�'� /� / / ^. ` ` // 6 / \ I \ - \ \ \ \ � BAND / \ \ \ -------___ .'...30"�Ejl�U U�� \ 1 \ \ \°\ J \ \ \ \.�l \ \ - _ _ - - - - - - - - - - - - - 4' WOOD FENCE /— / 26"DECIDUOUS \ \ r I 'V"DECIDUOUS 18"DECIDUOUS 30"WHITE OAK 15" DE2'lD ZRRIG 4'.DECID000S q29 AT/Old/— / i \\ \ \ 9L6, / / I 30"WHITE OAK l / ' \ \ \ \ ..\. \e— \ W_- - - - - \ 6"DECIDUOUS 15"MAPLE WHITE OAK \ \ 20" WHITE OAK .— — '�ANi �AR1' NN�l-% - - I /\ (/ / I ' / / ' - _ \ \ .. �....�.' / / / ,c' \' \ 14"IRECIgUOUS \ \ \ 1 \ WHITE OAK TOP ,417.29 " / \ / P",WHITjF/OAK / \ \ -\ \ \\INVIN N -�1796 '\\\I '/15"MAPLElNV !N (Vi)=4Z8.52' - \ - - _'//36"SPLI \A4ARLE � I' I \ GRAVEL PARKING\I<\ - �jW /q/Tt-Fj 17.77 -// — 11 II \ \#"MAPLE Gc AF 6"WHITEOAK RT20" 2 / \'1"`' ' �Q\ \ 14" Wh4T OAK 1 I \ \ \ - - \\ \ \� \\ \ \ .\.... I I \ \\ \ 1 g / / / ... .1.1. / 24" WHITE OAK I \ / / / \ I I APLE q2j \ \ / 1'4�WHJI§ K / 20" WHITED K IDUO ' I' I 11 1 I / 8" WHITE OAK 12" WHITE OAK \ I — .— — — — / / \ / r . . \ I I. I I 1 \ \ \ I 6" APL_E 14'/lry'h(l�E OAK � <' \ \ � ` / / / ..l...l .III, 11 \ 4\\ / / / - 24" WHITE OAK `` \ \ v b 11 \ \ \ \ 42p \ E OAK,- \ \ � ' ' \ \ -( / - - - \ ZS\ DE UO(1 It1 `I` 1 1� ' \ � ECIDUOUS \ / / j / \ I (\ _ - _ _ - - ' / 66, 16"WHl OAK \ \ \ \\ \ _ \ G CRITIC L STEER SLOPE TYP. \ \ \ 1 / _ � \ � ( ) \ \ Ito"aEClDuous I \�° � � \ 14"WHITE OAK q> 1 ( - - - - ' � I / \\ / n, � \ I \ B \ 1 I 1 \ / \ \/'vs- L \ / 24" WHITE OAKZ�J3 \ \ 14" WHITE OAK \ 15"DECIDUOUS I 1 \ \ \ _ 27"WHITE OAK '� 14 P!N\ 4j8 \ \\\\ \ /' `�,/ i' / / / �20'IM LE 1 1 I \ \\1 \\ \\ \ 1 I \ / VAR. 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LOCATION 15' VEPCO EASEMENT DB. 884, PG. 607 \ r 0.' 1 / \ r NOTE: REFER TO SDP-2018-016 KESWICK HALL ADDITIONS - MAJOR AMENDMENT CRITICAL SLOPES WAIVER REQUEST (APPROVED BY THE BOARD OF SUPERVISORS) FOR IMPACTS TO CRITICAL SLOPES. SCALE 1"=20' 0 20' 40' S � 47 U CRAJG W. J. KOTARSKI ~" Lic. No. 0402048507 r�08-14-20 e3 M E O O N � N C Q E w ° E Lu 3 LL Qi 3 U- o LU 0 cl� Lu Q _j U re) Lu J — d i O N U Lu N z�P3� X � Ja' U-) = O N = C 7 > � Q c \^ rn O N � M a � W J %D CL 0 z O a O Lu z m � O (n W > w0� Lu�OUQ Z Z C0 O c) U O W p \ W QLLIJ a ti W Q �ti t\o ti � DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' U-) (I..L Q O J ' Q z _ O O UV w Jz W (~n Lu a i Lu JOB NO. 40241 SHEET NO. C2.0 L D41, 445 UCAT �' 4 - .:,�i ✓^ ....-.`-\..�L'I .f.... •' L'.I'.'. .'C'.' '!.'/. 1 _ a r #441C�'• \ / \ / ' I I l / G`R/T/CAi ' • / / _ \ \ �\ \ sss \ ./\ / \ /\ \: I I ! / � l l I ! ! ! 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METAL SHIPPING \ Ir / \\ \I > I I \ I 1 I k k k w y y y \443- \ _ _ \ I / / ` / - / \ \ k CONTAINERS T0)3E- - \ \� \ \ - _ / I �f / \ / I - \ \ \ \ \ \ / \ }kkfikk \ DISPOSEDIRE O ATED OR I \ y \L y / .V- \ y y y - - / ,q-�� - - \ - 1 \ \ - . " _ _ \ ^ \ / \ I 1 I \ �\ - - - / I \ \ \ \ \ k kX l \41RECTED BY OWNERSHIP \ \ \ POI \ \ \ \ 50' AV \ \ \ \ , .I. 1 \l. \L \ �Y \ -�L - .b - _ y - \ / \ BUFFED\ k \ \ \ \ - sRT�ACI(, \ ' - / \ ) `3 I \ i � \ \ r--Are,\ y 411 WIF 1 \ \ f�� 7 \ 1 I i / / / / / LEGEND: REMOVE HARDSCAPE k k k } k k REMOVE ASPHALT/GRAVEL REMOVE VEGETATION REMOVE TREE ------- SAW CUT SCALE 1"=20' 0 20, 40' 00 a Z rJ CRAIG W. J. ISOTARSCS Lie. No. 0402048507 lr�08-14-204*; M E O O T U N v N C >E w a E N 3 Q �: o U. w O o ti W t M �JUco J — ui W N N V O N �CJC aiw oa 5I Ln N N 2 iJ > ko ko H Q C Ln ON NN M 0 J 1D F z O d Cn V) Lu z � O (n W > L!LJ Lu G O PQ' Z LLJ (D Q � Q.OV O Swo \ a- w QQk cui W j G c� Ln Ii DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' LL z z Q Q � z = z 0 O Uw U H1 J H� J < Q Occ G LMu W / W J Q Lu Q JOB NO. 40241 SHEET NO. C2.1 m d :3O v � O O m� Z °O a� o� c � m w c cc c C 7 O c C� 3 Z N Z O� �Q x a) oT w - O O nw O -� C c a) Y � N N O 5 O pCp N U c o d E� :3 C U t6 O a a)`I 76 .0 U m c �a O U c O C U m n� d L L 0 V > \ TIE TO EXIST. UTILITY r �, `�, J c \ I 1 TO BUILDING \ / DUCT BANK STUB i (2) 4" SCH. 40 PVC TIE TO EXIST. 64pC/ORy \ \ \ ' CONDUITS \ / .. . \ 8" STUB OUT 8^X6 -�C�CO \ \ \ 22.5+45BEO REDUCER ° ° ND A' E TO BUILDING ' E MATCH LIN - / TIE TO EXIST. UTILITY \ \ \ \ THIS SHEEN GES \ D CR i1T. KO"CARSiCI \ \ \ �\ AP �� / \ \ CRITICAL .0402048507 DUCT BANK STUB \ / ^/ I Lic. No \ 1 (2) 4" SCH. 40 PVC �\ \ \ \ \ \ \ \ U I11p SLOPES (TYP.) CONDUITS 22.5°+45°BEND G ; `\ \ • REFER TO PLAN TITLED "KESWICK HALL ADDITIONS AND \ ?OCK WALL \ G��� J \ \ ..... ... _\ ATCHLIN S 6r�P=44'+ / \\�� a BOX lRR / (2)4°/SCH.40PVC \ \ s ROP= SITE IMPROVEMENTS" SDP-2018-016, WP0201800020 & CNDUITS H\H ET c\\ �\ \ lRR PE,/ PROVIDETRACEORWIRE) 1.25°+22.5° \ END cp BRICK \ DESIGN INFORMATION. 2 PED `� ( `� WP0201800078 FOR \ \ \ \ p O \ BEND H D RAIL \ STA '' HAND (4) 6" RISE WOOD DECK \ \G c� GCT \ �T \ v SEE DETAIL. R2 \ �\ g rl \ c (7) WOOD �T� _ / �s' \ \ \ \ \ II Sq \ D - ¢ o STEPSSqN TOP-435.65 .�•., �\ IRRIGATION W W \ �e r\ ��0 /R \ EOl 2.5° BE \ \ �::.�? \ ` \ `\ 1 w > E SANITARYMH \ \ 7 \ \� v E \ lNVlN=42776 "' \� L \ Oo C/pCr M `\ STAIRS WITH t `\\ \\ KESWICK HALL s D dui m 3 H w 3 s INV OUT=42702 ) GRANITE 2' GRAVEL FILTER STRIP \ Ucr \ ANDRAILS GUEST WING / ¢ U. o 3 --- STE�S (SEE ) O/ g" SHEET C1.1 A M RISERS � O �'' � m r� �\ � ' \ w � EE DETAIL. \ \ \ / J u � Lri YBALL j o N OSTS \ a 18 0 �Or\ GSA \ \ \ z � Pw v Z SL 1p BUMPER BLOCK \ 6" DIP '�. / / =v_ w (TYP) Cl Q V) I(TYP.) UILDING�� �\ ¢ u�'. V)� c w 24' R5n 25' ZOm amR54' 9' p oti Z EP EP R191.38' (TYP.) �G \s `\ / o w h W RELOCATED R10' R10' G / / `D ~ > W 1 SIGN 2 4' SCH. 40 PVC CONDUITS \ \ �e R25' SAN / O / O \ RELOCATE ' ' 1 \/-'/ ENCASED IN CONCRETE STOP \ s / Z Z LAYGROUND \ R217. ( ) UTILITY LINES , SIGN ' / .. IPMENT (SEE NOTE #1) , 24' / D i R43' ,� WIDE CROSSWALK / / � C O � 11.25° BEND �Q , ' ���� KESWICK ESTATES GATE / / / D , a OW v 6% 5' R81.14' ,, ' IMPROVEMENTS (SEE O = LU O R81.14' LANDSCAPE PLANS/ \ . _ \ W a R211.-�4 6" DIP I 11\ 25'SETBA( , i' j Q Lu 2 R10' 6 RELOb'AT�� A G O a ti \ 45° BEND CU B ` i \ / . / � m WOOD GAZEBO s CURB STOP UTILITY I� ' \ /� ; _ � TR NSITION \i � — � SIGN _ (SEE- T U 24' TRANSITION 6' 6,• ��� o i�� -•�'/ �I p SAN R10' CURB B cq " , ►_" > / S G. TRANSITION �� / / A 1 w 92 EXTEND REINFORCED ? \ s �� �' , 1�evVr Lu O O O TURF TO EDGE R1 4' G.2 \ OX X\ GP f� / / Q Lu \ I\ OF PAVEMENT \ CG-12 2 \ \\ , f 0c z 0 I \ \ GG CG-2 / Utz/ / O Ln n I \ REINFORCED 45° BEND R10' 6 \ • 00 �° \ o �\ Gbl / / / > 3 TURF PAVERS 6'F \ \ ' , \ / DATE \ I cp1l R10' PROPOSED HARDSCAPE. 6 R5' \ I\ \ / / I y SEE LANDSCAPE PLAN \ _ \ ✓ \ V 0110612020 L WPO BUFFER RpA\ \ `\ FDC 6"F \ - ry V \\ JG 11.25°+ OX DRAWN BY A ASPHALT 22.5°CG-1D °< �GG� / C. GAYNER 11 2 ♦ �� ,QIO STRIPING OVER PAVEf�S\ MECHANIC YARD WALL ^a rHRQ(9jbH THIS SECTION. 2'X2' ADA SIGNS 24 \� \ \ (SEE LANDSCAPE/ARCH PLANS) • DESIGNED BY COMMUNICATIONS L \ \ R10' MANHOLE. ♦ A ��2' GRAVEL ILI 1) STRIP A. ALLISON SEE SHEET (11) 4" SCH-40 PVC CONDUITS FOR POWER SERVICE j, T ♦ CHECKED BY \ CG 2 , A'/GgTjON \ (SEE ELECTRICAL DRAWINGS FOR FINAL REQUIREMENTS) (� P) O �\ • C. KOTARSKI W� 1 ADA RAMP WITH �,����\���� P� CG-2 ♦ Y 9' 18TILI� YA LINES 0 c \ s HANDRAIL 5' ♦. (TYP.) \ • • SCALE \ LOADING DOCK \ (SEE NOTE #1) 1"=20' v 24' EMERGENCY DUMPSTER AREA ♦ \ 'P� \� ACCESS PATH \ I ,` G ♦ CURB \ �a` 8„x4„ \ CG-2 TRANSITION CURB TS&V TRANSITION \ \ Rp Z PROPOSED VDOTRW3 12' 12' \ G-2 \ G \ SPA RETAINING WALL GATE (SE R5 R5' 0 \ I \ � 5' x 5' j �S) NDP C N VDOT RW-3 RETAINING WALL LANDING \ L WITH SAFETY RAILING \ F11 MECHANICAL / PC 5' \ 18, \ I YARD CRITICAL STEEP CURB a (TYP.) � ���, � SLOPES (TYP) TRANSITION ♦ \ � BOLLARD (TYP. 6 L 2' GRAVEL FILTER STRIP D 12' G BENDS \ \ \ I ) \ Q \ , 5' GATE \ \ (SEE SHEET C1.1) NOTES: �A z GAS METER \ (� (2) 45° \ ¢ (SEE NOTE 3) Q BENDS (SEE LAN CAPE ' ' 1. CONTRACTOR SHALL VERTICALLY RELOCATE t,\ <u \ \ \ '� , `� \ \ 17 5 JG / PLANSP 9' (TYP) \\ \ \ EXISTING UNDERGROUND UTILITY LINES AS REQUIRED PER GRADING PLAN ON SHEET C5.0. 3 FT \ \ \ REVISED 20' PERMANENT 6" ® z' FIRE � EP \ \ \ OF COVER SHALL BE MAINTAINED OVER EXISTING \ I STORMWATER SERVICE G 6" DIP R16' 4" SDR-26 24' \ \ WATERLINES. MANAGEMENT FACILITY R28 PVC �e ( 2. A KNOX BOX SHALL BE REQUIRED FOR ANY \ EASEMENT 4" DOMESTIC 6-,F. / G G \ 18 � R5' \\ 1 \\ STRUCTURE NOT MAINTAINED BY BY 24-HOUR STAFF. DB 05368 PG 0603-00612 SERVICE R& \ (TYP.) g� \ ARCHITECT/CONTRACTOR SHALL COORDINATE WITH Z \ TIE BUILDING SANITARY GP/ \ (2) 45° BENDS VV R8' G �\ \ THE FIRE MARSHALS OFFICE FINAL LOCATION. Q y TO EXISTING LINE. SEE q 3. LOCATION OF PROPOSED GAS METER AND D 16 (4) 45 / © \ Q � /2 /1 W y STANDARD ACSA SEWER / �\ / EP ° BENDS \ GG"- APPROXIMATE ALIGNMENT OF GAS SERVICE. L.f_ a \ SERVICE LATERAL Q O CHARLOTTESVILLE CITY GAS DEPARTMENT SHALL BE , A Q y y y 4, R5'i CONNECTION DETAIL. `� / • G� \\ CURB RESPONSIBLE FOR THE INSTALLATION OF THE GAS v, ~ c' W W 111, �. WETLANDS + TRANSITION SERVICE AND ASSOCIATED METER. PRIOR TO THE z \ 1 / ` START OF CONSTRUCTION, CONTRACTOR SHALL j 141, 1�1 ,y 11, \ W O BUF ER I ° / \ COORDINATE WITH CHARLOTTESVILLE CITY GAS 7 > / \ DEPARTMENT ON THE FINAL SERVICE ALIGNMENT, .y y l I 41 • \ y 41 METER LOCATION, AND ALL OTHER REQUIREMENTS \ FOR LINE INSTALLATION. y �\ y y y \. I / / V = Z Z) 50' WPO 0v \ y y y \y y y BUFFER / i. ILI 11, I l SETBACK \ \ y \ IV \n V 14/ � NLI W W I I � y n \ � y /I I 6 o z Uw i a uj V) CID O J Lu Q Q 0 41 14, y \ y y I \ JOB NO. C W f= NLI SCALE V=20' 40241 co rm / p 0 20' 40' SHEET NO. z C4.0 0 L �UCATV,-I \\ .. ... NNN ....... 36 y 4 \ \ m INV: 434.40 / 1 \ •e, \' 2 •.yy.\. / \ 1i / / j� 1 ll i �,... r../: �'/' -1/ ��--/� //I \ 44rr _/�:'//,'/J / /' \ /\ / •��,.' •a..• .,..�'I �R/T/CAS SLOPIES(TYP.) /All. I • REFER TO PLAN TITLED KESWICK HALL ADDITIONS AND 3--�\\ '�'` \ \ � _/ I� ' .��-... SITE IMPROVEMENTS SDP-2018-016, WP0201800020 &NN, ° • ` % %:.' "' ' ,' r , / /,, /.;. \ - - _ -�� WP0201800078 FOR DESIGN INFORMATION. 7w /2' GRAVEL FILTER STIRI� ' (SEE SHEET C1.1)-4TYP:} _ _L6c \ / Q/ UGT, W�r% o \ 4" SOLID PVC \ \ \ ...� \ \ / UNDERDRAIN (TYP.) �\ 437 Nb `INV: 433.50 N. 4" PERFORATED PVC INV: 430.83 \ - \ - . ✓' ' ' / % r UNDERDRAIN (TYP.) 4 - - - _ - r .: ° \ ` \ _ / / / / / / \ 8, 3ti �- 37 INV:428.93 INV: 4�6.75 .`, v as.� •, 122 Q3p � - a`429 \ �\\ 1 � �'U, ,, \� .\"'o,. \ '.� / / /'� , �/' / // // t I/ ���s'� ��� � F / / / �\\ate _ _ / � \\a,\:I a F •4. ! I , �X \y �' s I 3s \ �I &/ 25' SETBA¢/ r J' l / /\ **AO OJ -4 - a / \ r �\ '. 434 1 ' / 1 / —� G - \ 433 _ ., 121 I. N � , . . ,a \ \ \ .. \ t.. � \ / / \l I /' / / / \ aM 120 127 433 / GG T q/ E / sy2------ - - - - -- 119 118 432 \ INV: INV: \\\ /\�' �•Rr� ' -- _-- 32 \ \428.74 431.18 J X ; ;� ' \ \ O -- I / / --------- // J �r- / •' � 130 � \ ... s INV: 427.45 , <- 431 tT1I� ` I ma's / �2y / / / , - •.a .:\ .a• \ \ I 4 \�."' 1 y . \ \\ l/lam! -- -- ---- ------ — — — LWPOBUFFER A\3`p� // / 429 �F\ `\ �\. JGe K SWM3 \\\ t\ �• \ \. ----_, _- - - - - - -- /180LFOF60"CMP �\ I I'- \\ �\ \\ -------- -- - p 4" PERFORAI E'D P L� \ 1� � \ \ \ _ _ - - - �\ UNDERDRAIN(TYP.) \°\/ \ \ �!/ \-------- - - - -- - - - __ �9 � s92 428 / /— / � , / \ � \ \ \ 1 \ l .. 1. � + � �•: �� \ \ ` \ \ I \ \ - � � — — / \ � ' \\ \\\� _ I FOUNDATION DRAINAGE\\ - - / (SEE NOTE #4 THISSHEET) 42 - ` ' ` aooF LEADER CONNECTION (SEE ARCH/MER \ \ \ \ t \ \ l . 115 PLAINS FOR DETAILS)( ` \ \ .\ \. \ \\ \ o 4 yam\ / \ _ I / / , \ \, \ d4 \ _ / , i 429 CD\ kl2' OF ACO S200K TRENCH -DRAIN, \ M \ �• 2' GRAVEL FILTER STRIP / \ TRENCH DRAIN CHANNEL \ \ _ ^ 11 \ 431N 8 `� ` \ (SEE SHEET C1.1) (TYP.) 36" CMP ACCESS RISER WITH �. \ \ \ ` MH-1 FRAME &COVER (TYP.) \ � \ PJNOPOSED - _ _ i V:4 35/ , N SPA `r INV: 428. INV: -i- INyl: 28.32 \ 1 9.52 L / < cad / / / / 8" HDPE TO TIE TO -STRUC-IURE 108 7,\ 11 1 \ _ 22 I-SopS I VC (/ / FOUNDATION DRAINAGE `\ \ \ \ \\ INV:427.09 \ � g (TY P. ) / / IN / 419 1 \ 1 \ \ I ` - - - -/ �4 ?S / / AVE NOTE #4 THWSHEET) A" HDPE TO/TIES TO ROOF 41 \ \ \ \ \ 9 , LEADER. MAMIAIN 1% 'I - � \ a \ \ \ \ \ \ / -422 �/' SLOPEPIll . (TYP.) \) I 2g G- \ \ \ \ / 107 1 4 I / 114 Go 7 °7� INV: 430.06cv ` \ 41e \ \ \ \ \ p� / w... I i \ \ \ \ 0 6' v v C, t I \ \� \\ I G '6�°p,;�Q, \/ I I P 10 . • \ G�\ \ III l / \ INV: 428.90 \ �' \ \ \ \ W `L418 / r / \ r I - \ \ \ \ \ I \ - 432- \1/ y y li417 \41L y 05 WETLANDS - \ \\ 0\ 1 i , ' _ - 7 \ _ - 103 \ _ \ 414 \ �\\\ .� / Y W \ �r` / O BUF ER \ \ _-- I \ / \ -_�_,� INV:428.00 \Ir \b' \Y 1L 1Y 1Y \lam \ \- I\ r - \ / 1 - \ ..\ ,-��—y \ I \ I I \ \ I \ \ \ I \Ir 1L 4, \y\ y \I, \L 1L 413 l � ' 'I ' I / - _/ 101 / / I I I \ \ \ \\ \ \ 1 1 \ \ \ _ J ^ ✓I \I1 \L 11, \L \ 1Y y y 412 14, \y \y \I, \y \ \Ir \l/ . / \ \ 100 _ / ., \•po \ L \ \ \ \ ✓ - \ \ I " - -\' , •, \\ \ 1 \ \ wpo y y y y y BUFFED [ \ \ m - \ SST AChC � \ \ / \ \ \ \ \ \ � I / / � ` � \ _ \ �\ \ \ \ I I '/\ \ - - - � \ 1 I \ , t \\ / I L \L y W � � � W W / n \ \ / 1 I \ I I � \ \ _ r' \ � _ \ \ NOTES: \ y y \Ir \y �, y y _ / \ \ \ \ /� •�,� - _� \�, \ \ \ \ \ / , \ 1 1. ALL PERMEABLE PAVER UNDERDRAINS SHALL BE PERORATED PVC WITH A FOUR INCH (4") DIAMTER. SUBGRADE TO SLOPE TOWARDS UNDERDRAINS. /2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS SHALL BE \ I. ' AVC3 A ' ; \ 1 `I / — \ � \ ` \ \ ` ' J _ \ y - _ / \ SOLID WALL PVC WITH A MINIMUM DIAMETER OF FOUR INCHES (4") AND MINIMUM CLASS Al \ _ /,y/ ` U� \ \ \ , SLOPED OF 1 PERCENT (1 /o). ` ` \ _ ` ' \ - \ 3. CONTRACTOR SHALL ACCOUNT FOR STORMWATER ROOF LEADERS AS PART OF W \y W y •y y\ \Ir I \ \ \ . \ � IDTH 1 = 6' \ / / < \ / r / � � � ' I / _ - \ y TH 2 = 8' I \ - _ _ \ BUILDING CONSTRUCTION. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS I Nr \L \I1 w I \ t \ \ \ 1 / ' \ FNTH = \ /' / / ` �\ \ \ _ ' ' \ FOR THE FINAL LOCATION OF ALL ROOF LEADERS AND CONNECTION DETAILS. DEPT 1. ) ' / ' - - \ V - _ / ROOF LEADERS SHALL BE BURIED AND INSTALLED TO PROVIDE A MINIMUM OF r / 1 � I \ - J \ - _ \ ONE PERCENT (1°k) SLOPE. LEADERS SHALL TIE TO THE NEAREST \ I u u u \ t\ \ \ \ \ ! I \ ' \\ _ - ' \\ \ \ - \ \ \ \ \4 / \ \ \ \ y / - J _ ` \ ` \ J - _ - _ - - - STORMSTORMWATER STRUCTURE ACCORDINGLY. _ 4. FOUNDATION DRAINAGE SHALL BE PROVIDED IN ACCORDANCE WITH I I' 11' `' `� \ I // - - - % \ - - \I ` \ \ / \ / ` \ y _ - - ' ' ` \ ARCHITECTURAL DRAWINGS. DRAIN LINES SHALL TIE TO THE NEAREST STORMWATER STRUCTURE OR DAYLIGHT ACCORDINGLY. POSITIVE DRAINAGE SHALL BE MAINTAINED IN ALL STORMWATER PIPES AND FOUNDATION DRAINS. l I i CONTRACTOR SHALL REFER TO ARCH/STRUCTURAL DRAWINGS FOR FINAL \ DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL CONTACT THE ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED. 1L 14, \L \ \lam / y \ \L� \� rtl� /\ \ \ \`\ \` 11 I \ \\•\\\ `mil /\ 1 / /�3 \ \\ -` r /\ /-\ J ^' \_ \\ I / 1\ �- / \ 1 \ / �/ / \ 1 11I / / / \ \ $GALE\1"=20' r I\ I � /\\\\\' ♦- �-i, _ 'Ir\ \-\ \ l I I I I I0 20• I /40• \ \ \ \ \ 435 s.. s92 t O rJ CM(3 W. J. KOTARSKI Lie. No. 0402048507 rlIO0 5-14-20,�3 M E 0 0 Ol U N v N C > E E � N � 3 o U. w O R ti o W t M �JUGo J — rn LD W N N V Z (- ate- •• �ONQ oa _� In N 2 V rn H c � 0 NN M a� 0 J ID 1-- z O a O � V) Lu z � O U) W In LLj > LLJ Lu z O Q Z � u Q O O U O S W p \ a- LLI C) cc 4 ti c� W j G cl� Ln Ii DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' qz J a. L..L W Z J � 2 O U w z J Q rr nn W V w co z Q ((� `/ JOB NO, 40241 SHEET NO. C5.0 a) 0 0 42 co 3 a) N O o. o. c co o 0 N 0 m 6 c m y c c m m o. `O r mw =IO v X o O C, Z mO 22 02 c m •� c cc c o c O c 0 3 U N z O 2 a 2 a) m o w a)_ o o. > c Y � N rn C �8 c o d E� C U t6 o m a �0 6a U N C ya � U N O C U m n� d t F L \ .. \) i - Co elk 2' GRAVEL FILTER STRP - \ (SEE SHEET C1.l)- YP } WW_- / \ 435.40'- - 434.75 � ! 0 1 1el�Syl / I � ! 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I -' - / �/ // / // / // /' // (_ ''x\ �; 43 36' 77 43vr 0 �\ •: / i l l / - /�/ / / / / / / / / /' i I `g EP .4 428.33' '$, \\ \.,.. • ds. / / \ A- l / \ \ 25' SETBA¢428 / l \ �r N ��; /\ \ \\ ••a `?4•' \\\ \ \\ 'I..'. \� I \l I-/� /��� �%� \ / / \_ 428.31' ` • HP HP 433 \ �c q/_ ��_ c / / \ \cpS - - - - / / i ' / / / \ ' O - 428.5T / \ -.. - �. i \ 432.16' G� \ ' s - \ 428.36' ----- ?n / TC4 0b � \ � 1 �, //J/ �/ -- - -- ' ` \ \ \ \ - - - / / i • / .. J 42$ 429 .. s / \ EP ;i'' _ - _ -3Y \ — / / / " . \• \ \'. 4$1 65• 431,3 ' 4V. dy / / ////6,'F/ sii p .\\ \ \\ �\ \\ .a •^. I _ �\.• \ \ \� r\ >, /\` -----s9ZI /4 IXN 43&0'0.5N - -- - - --' --_ `------ 429WPBUFF�R - _ ` \ _ �1�43 _ _ \ \IXGND d20 / \ / 42917' \� \ \ \ TC /!/a • / \ 1 c D < \\ < \ '� L \\ \ \ \ EXISTMATC. \ _ - - - - - - - v r \ / / �'x^C� ' V v 430-58j / 1 EP ,c 1 `c�'i A - - - � _ •1\• 431.35' / t433.62 \ .\ �{` \ - - _ - , - - - ll 2� -- FFE=429.38� _ - - - I.I. FFE=429. —W _ FFE=42938' TW FF a29!38Y / / - _ 429 \ M \ \ 2' GRAVEL FILTER STRIP 429.26' - \ \ a N \ \ (SEE SHEET CIA) (TYP.) EP - `�427.25',..,.'..... / \ 430.27 PJ�OPOSED _ _429.23' I , p \ \ I <� \ \ EP l.'.'.'.'. 1 I \ N ..\... 11 \N 1 TC y 43 SPA \ g \ ..\ ... 1' II I�\\ 4�0.19' EP 427.2 \ ... .. 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T. ISOTARSCS Lie. No. 0402048507 .� 08-14-204*; M E O 0 � U N vi N C > E W E H Fvi t; 3 o U. r Woru� W t M �JUco J — Ln W N N v zk (v� �ONQ w CC ai oa U-) N ko 2 V ko H ¢ I un ON NN >U M 00 J �H z O a Z Cn V) Lu z � O cry W > wgcr Lu O Q Z Z O � Q.0 O W p \� W QQk cc ti ui W j Z c� Lr) II DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1"=20' z ( /'� V / ~ Z V / J �_ O > Q z U) i O U w J �� < a wz (V nn a W (ce V JOB NO, 40241 SHEET NO. C5.1 a) a0i O m 3 to N O o. n c m O 0 N to 0 c m y c c m m o. c `O I L ROUTE Club Drive PROJECT Keswick Hall Spa Runoff Volume and Curve Number Calculations Enter design stone ralnfalI depths (In): 1- earstcrnn 2- earstmm 10. at storm 2.92 3.m 5.35 Use NaM Ades I4.(Arty://hdvcrw;.nooa.gov/hdsr/pjds/J DESIGNER: CG CHECKED: DATE 3/30/2020 UNITS ENGLISH INLET F Q 5 �y Q C3 U at V U W m V a' WV iYi a 4, aW > O U U 0 a �. U a O ov C C rn 0 rn N [ rn .. F 5 _ [C-1 CC7 3 '� W. � `i' C rtyv, eV>± 1C^ r, rii � c, y 12COs, m .3 x '%. _ .3 1Fip�, I:J; U 'z '� ;¢p+� ' E rAii __ _ m V 17 Q�`' W rn w u Ci C U c.. U a 4, w LW4• > O C' V U a _e c A Sa Inlets Onl :r Wy W F _ l� .a 9 Fi F m �' Q Q qq 'a raa _ o '� -ancr � � Z C o Vim] Cp) •-. 106 DI-1 1.500 0.070 0.50 0.035 Back/Lt. 0.000'RIGHT 0.035 4 0.14 0 Back/Lt. 0.070 0.74 0.052 Ahead/Rt. 0.052 4 0.208 0 0.0200 0.0200 3.440 2.000 0.581 0.0200 1 2.00 Ahead/RL 0.348 0.0200 1.500 1.5 0.348 1.406 0.160 3,406 5.859 Weir Flow 114 DI-3C 6.000 0.070 0.69 0.048 Back/Lt. 0.000'RIGHT 0.048 4 0.192 0 Back/Lt. 0.070 0.74 0.052 Ahead/Rt. 0.052 4 0.208 0 0.0200 0.0400 2.230 2.000 0.897 0.0400 1 2.00 Ahead/Rt. 0.400 0.0200 6 0.400 0.827 0.320 0.333 0.961 2.827 1.722 Weir Flow 116 DI-3C 6.000 0.150 0.73 0.11 Back/Lt. 0.000'RIGHT 0.11 4 0.44 0 0.0200 0.0400 2.952 2.000 0.678 0.0400 1 2.00 Back/Lt. 0,150 0.73 0.11 Ahead/Rt. 0.11 4 0.44 0 Ahead/Rt. 0.880 0.0200 6 0.880 1.399 0.320 0.333 0.961 3.399 2.914 Weir Flow 118 DI-3C 6.000 0.260 0,52 0.135 Back/Lt. 0.000'RIGHT 0.135 4 0.54 0 0.0600 0.0400 1.640 2.000 1.22 0.0833 2.083 3.04 Back/Lt. 0 4 0 A Ahead/Rt. 0.540 0.0600 6 0.540 1.010 0.320 0.333 0.961 3,010 2.104 Weir Flow 120 DI-3C 6.000 0.510 0.39 0.199 Back/Lt. 0.000'RIGHT 0.199 4 0.796 0 0.001 0.0500 5.619 2.000 0.356 0.0500 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.796 0.001 6 0.796 1.308 0.320 0.333 1.2012 3.308 2.180 Weir Flow 122 DI-1 1.000 0.260 0.47 0.122 O'RIGHT 0.122 4 0.488 0 0.488 0.0100 0.0208 5.283 2.000 0.379 0.0200 0.962 0.716 1.98 0.0000 0.0208 14.151 1.000 0.071 0.731 0.357 0.131 1.299 124 DI-1 1.000 0.080 0.51 0.041 0.000'RIGHT 0.041 4 0.164 0 0.164 0.0100 0.0208 3.529 2.000 0.567 0.0200 0.962 0.890 1.98 0.0000 0.0208 8.951 1.000 0.112 0.899 0.147 0.017 0.862 126 DI-1 0.670 0.090 0.60 0.054 Back/Lt. 0.000'RIGHT 0.054 4 0.216 0 0.001 0.0208 5.448 2.000 0.367 0.0400 1.923 2.46 BaCk/Lt. 0 4 0 0 Ahead/RL 0.216 0.001 0.670 0.67 0.216 1.534 0.166 3.856 6.146 Weir Flow 128 DI-1 1.000 0.060 0.31 0.019 Back/Lt. 0.000'RIGHT 0.019 4 0.076 0 0.0400 0.0400 1.343 2.000 L489 0.0400 1 2.00 Back/Lt. 0 4 0 0 Ahead/Rt. 0.076 0.0400 1.000 1 0.076 0.668 0.320 2.668 1.392 Weir Flow 130 DI-1 0.670 0 4 0 0 Back/Lt. 0.000'RIG11 0.060 0.48 0.029 1 1 1Ahead/Rt. 0.029 4 0.116 0 0.0400 0.0400 1.574 2.000 1.271 0.0400 1 2.00 Ahead/Rt. 0.116 0.0400 0.670 0.67 0.116 1.012 0.320 3.012 2.109 Weir Flow 132 DI-1 1.000 0.120 0.43 0.052 Back/Lt. 0.000'RIGHT 0.052 6.542 0.34 0 Back/Lt. 0 6.542 0 A Ahead/Rt. 0.340 0.0100 1 1 1.000 1 1 1 1 0.340 1 1 1 1 1 1 1.195 1 T> 8.0 ft LD-229 STORM SEWER DESIGN COMPUTATIONS STORM FREQUENCY 10 PROJECT: Keswick Hall Spa LOCATION: Charlottesville COUNTY: Charlottesville Designed by: CG Checked by: UNITS ENGLISH PIPE _ NO. FROM POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "Ca (4) CA INLET TIME Minutes (7) RAIN FALL EAR (8) RUNOFF INVERT ELEVATION LENGTH of Pipe Ft. (12) SLOPE Ft./Ft. (13) SIZE (Dia. Or Sp_ adRise) In. (14) SHAPE Number of Pipes Capacity CFS (15) Friction Slope Ft./Ft. NORMALFLOW FLOWTIME INCRE- ACCUMU MENT -LATED REMARKS Minutes Minutes (17) (17) (18) INCRE-ACCUM- MINT (5) ULATED (6) Lateral CFS Total CFS (9) UPPER END (10) LOWER END (I1) Depth of Flow, do Ft. Area of Flow, An SgFt Hm Ft. Vn Ft/Sec (16) En Ft REFERENCE (1) STA. REFERENCE (2) STA. 101 102 100 0.00 0.00 0.00 5.90 6.26 0.00 6.79 412.23 411.70 53.02 0.01000 24 Circular 1 24.51 0.00080 0.72 1.02 0.40 6.67 1.41 O.li 6.03 103 104 102 0.00 1 0.00 0.00 5.27 1 6A5 0.00 6.79 413.50 412.33 116.56 0.01004 24 Circular 1 1 8.93 0.00600 1.30 2.17 0.58 3.13 1.46 0.62 5.90 105 1106 1104 1 0.00 0.00 1 0.05 5.19 6.48 0.00 6.79 1 413.97 413.60 36.95 0.01001 18 Circular I 1 11.39 0.003701 0.83 1 1.01 0.40 1 6.72 1 1.54 0.09 1 5.28 107 108 106 0.00 0.00 0.00 5.09 6.51 0.00 6.45 415.80 414.07 57.73 0.02997 18 Circular 1 19.70 0.00330 0.59 0.65 0.32 9.98 2.14 0.10 5.18 109 SWM3 OUT 108 0.00 0.00 0.00 5.00 0.00 0.00 6.45 422.00 419.75 56.22 0.04002 18 Circular 1 22.77 0.00330 0.55 0.58 0.30 11.09 2.46 0.09 5.09 111 112 SWM3IN 0.00 0.00 0.10 5.14 6.50 0.00 0.65 425.02 424.78 23.97 0.01001 12 CQculff 1 3.86 0.00030 028 0.18 0.16 3.66 0.49 0.11 5.25 113 114 112 0.14 0.71 0.10 0.10 5.00 6.54 0.00 0.65 425.41 425.12 29.79 0.00973 12 Circular 1 3.81 0.00030 0.28 0.18 0.16 3.63 0.49 0.14 5.14 115 116 SWM3_IN 0.28 0.70 0.20 0.20 5.00 6.54 0.00 1.29 425.51 424.24 27.00 0.04704 12 Circular 1 8.37 0.00120 0.27 0.17 0.15 7.73 1.19 0.06 5.06 117 118 SWM31N 0.26 0.52 0.14 0.60 5.61 6.35 0.00 3.82 423.27 422.38 88.94 0.01001 18 Circular 1 11.39 0.00120 0.60 0.66 0.32 5.81 1.12 0.26 5.87 119 120 118 0.51 0.39 0.20 0.42 5.50 6.38 0.00 2.66 423.74 423.37 37.05 0.00999 18 Circular 1 11.37 0.00060 0.49 0.51 0.28 5.25 0.92 0.12 5.61 121 122 120 0.26 0.47 0.12 0.16 528. 6.45 0.00 1.06 425.98 423.84 1 79.53 0.026911 15 Circular 1 11.48 0.00020 016 0.18 0.15 5.84 0.79 0.23 5.51 123 124 122 0.08 0.51 0.04 0.04 5.00 6.54 0.00 0.27 428.19 426.08 70.30 0.03001 12 Circular 1 6.69 0.00010 0.14 0.06 0.09 4.16 0.41 028 5.28 125 126 120 0.09 0.60 0.05 0.05 5.00 6.54 0.00 035 423.88 423.84 3.98 0.01005 12 Circular 1 3.87 0.00010 0.20 012 0.12 3.07 0.35 0.02 5.02 127 128 118 0.06 0.32 0.02 0.02 5.00 6.54 0.00 0.12 424.02 423.71 3121 0.00993 12 Circular 1 3.85 0.000 01 0.12 0.06 0.08 2.25 0.20 0.23 5.23 129 130 118 0.06 0.48 0.03 0.03 5.00 6.54 0.00 0.19 425.00 424.90 4.03 0.02481 12 C_ it 1 6.08 0.00000 0.12 0.05 0.08 3.52 0.31 0.02 5.02 131 132 106 0.12 0.43 0.05 0.05 5.00 5.04 0.00 0.26 414.84 414.07 38.58 0.01996 15 Circular 1 9.89 0.00000 0.14 0.08 0.09 3.48 0.33 0.19 5.19 LD-347 HYDRAULIC GRADE LINE ANALYSIS INCIDENCE PROBABILITY 10 Year PROJECT: Keswick Hall Spa DESIGNED BY: CG Checked: INLET OR JUNCTION STA. INVERT EL. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/ram) DESIGN DISCH. Qo (CFS/CMS) LENGTH PIPE Lo (FtIM) FRICTION SLOPF Sfo (FT/FT) (MM1) FRICTION LOSS HT (FUM) JUNCTION LOSS SURFACE FLOW Adj. Hit 1.3 R (FVM) inlet Shaping? Y/N 0.5 H (FVM) FINAL H (FVM) inlet Water Surface Elevation Tap of MH Top of inlet Bev. APPROX. Adjustment? Vo Contr. Fit (FVM) VI Vi'2/2g H (Expn) 0.35'MAX. (Vi2j2g) SKEW Angle K Bend H (RIM) Sum H- (FVM) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) SWM3_IN 0.000 118 422.380 1.50 423.580 18 3.817 88.94 0.00118 0.105 5.805 0.131 5.250 0.428 0.150 0.0 0.00 0.000 0.281 0.857 0.365 YES 0.182 0.287 423.868 428.570 O.K. 120 423-370 1.50 424-570 18 2.655 37.05 0.00057 0.021 5.250 0.107 5.837 0.529 0.185 0.0 0.00 0.000 0.292 1.270 0.380 YES 0.190 0.211 424.781 428.570 O.K. 122 1 423.840 1.25 424.840 15 1.055 79.53 0.00024 0.019 5.837 0.132 4.160 0.269 0.094 0.0 0.00 0.000 1 0.226 0.787 0.294 YES 0.147 0.166 426.2361 430.260 O.K. 124 426.0801 1.00 426.8801 12 1 0.268 70.30 1 0.00005 0.004 1 4.160 0.067 0.000 0.000 0.000 1 0.0 0.00 0.000 0.067 1 0.268 0.087 YES 1 0.044 0.047 428.327 432.720 O.K. 116 424.240 1.00 425.040 12 1.289 27.00 0.00117 0.031 7.726 0.232 0.000 0.000 0.000 0.0 0.00 0.000 0.232 1.289 0.301 YES 0.151 0.182 425.775 429.910 O.K. 112 424.780 1.00 425.580 12 0.654 23.97 0.00030 0.007 3.664 0.052 3.628 0.204 0.072 0.0 0.00 1 0.000 0.124 0.000 0.124 1 YES 0.062 1 0.069 425-6491 430.190 O.K. 114 425.120 1.00 425.920 12 0.654 29.79 0.00030 0.009 3.628 0.051 0.000 0.000 0.000 0.0 0.00 0-000 0.051 0.654 0.066 YES 0.033 0-042 425.962 429.790 O.K. 128 423.710 1.00 424.510 12 0.124 3121 0.00001 0.000 2251 0.020 0.000 0.000 0.000 0.0 0.00 0.000 0-020 0.124 0.026 YES 0-013 0.013 424.523 427.820 O.K. 130 424.900 1.00 425.700 12 0.190 4.03 0.00003 0.000 3.516 0.048 0.000 0.000 0.000 0.0 0.00 0.000 0.048 0.190 0.062 YES 0-031 0.031 425.731 427.190 O.K. 126 423.840 1.00 424.781 12 0.353 3.98 0.00009 0.000 3.071 0.037 0.000 0.000 0.000 0.0 0.00 0.000 0.037 0.353 0.048 YES 1 0-024 1 0.024 424-805 427.070 O.K. 'Notes (see below): 1 The curve numbers and runoff wlumes computed in thiss spreadsheet foreaeh dmlmi a area are limited in there eabill for detamanin and demonstatin m liancewithwate- I rap pr a pW ty g g rap uanti re ulrements.5ee VRRM Users Guide and pceumentatipn for additional Information. l Ty q 121 Runoff Volume (RV) for pre -and post-deselopment drainage areas must be in wlumeuic units (e.g., acre taut or cubic feet) when us!, the Energy Balance Equation. Bunch measured In uators led Inches and shown l in the saran dsFeat..RV(watershedJrehj canary be used In de Energy Balance can on when the preand pas t-developrren[tlnirege.m.s.manua. Rhewalse RV(watershedyreh) mustbe mWbplied by thedrainage area. 131 Adjusted CNs are based on runoff reduRron volumes as calculated In Rk tabs. An alterraeM CN adjustaremalculation for Vegetated Reefs is hschurad In BMP specifita6m No. 5. Drainage Area Curve Numbers and Runoff Depths* Curve numbers (CN, CNadj) and runoff depths (RVp,,,mw,) are computed with and without reduction practices. Drainage Areal ASoils BSoils CSoils DSoils Total Area (aesl: 0.78 Forest/Open space - undisturbed, protected Area (acres) am ago am am Runoff Reduction forest/open space or reforested land CN 3o 55 70 77 volume (ftal: 0 Managed Turf-- disturbed, graded for With; a other Area acres) am am am 058 turf to be mowed/managed CN 39 61 74 8o Impend. Cover Area (acres) am am am an ON 98 98 98 98 24aA.A a9 DRAINAGE AREA A REFLECTS 1-year storm 2- ar storm To- ear storm RVD-11i a (woomahed-mch) with no Runoff Reduction' 1.38 1.89 ;q9 PRE/POST DEVELOPED OFFSITE AREA. AREA 1-1 &1-5 RVDewWn,u (watershed-+nrh/ with Runoff Reduction- 1.38 1 1.83 3.49 A ustedw• m sus u SHEET C6.0 'See Notesabove Drainage Arm 8 Forest/Op.n Space - undisturbed, pMected Area a� forest/open space or reforested land CN Mamged Turf-- disturbed, graced for yetis a other Are. lei turf to be mowed/managed CN ImpeMous Cover Area a. CN RVr.r,,,,d haatershed-IncN with no RVp,wbp,d ra m ushed-inch) with ,Solis I BSoils CSoils DSols Total am am am a59 Runs 30 I 55 70 77 am am am n 87 1-yearstorm 2-yearstonn 10-yearstorm DRAINAGE AREA B REFLECTS Zion`1 L67 I 2.7 ago PRE DEVELOPED ONSITE AREA :tine' 167 zzz 3.90 AREA 1-2 SHEET C6.0 CN' 1 to n n •See Notes above PRE -DEVELOPED CN REDUCTION CALCULATION - ANALYSIS POINT 1 Runoff Volume and Curve Number Calculations Enter design storm rainfall depths (in): 1-year storm 2-year storm 10-year storm 2.92 3.54 5.35 Use -Aefos 14rho' ://hds.nx nesmacm1hawaidiA `Notes (see below): :11 The curve numbers and runoff velumes computed in this saeadsheet foreach drainage area are limited In their applicability for deffinrdning and demonstrating compliancewith asimer laundry requirements. See VRRM Users Guide and B¢unertatron for additional Information. 2) Runuff Volume (RV) for pre- and pat- develoarentd einese areas must be In wlumni urns (e.g., acre-feetacubic het) when using the Energy Balance Equation. Runoff meawred in oromirad-Inches and shown In the spreadsheetes RV(watershed-Inch) carnally bee used In the Energy Balance Equationwhen the pre -and post ematepnentdchmage areasareegual. Rheiwise RV(watershed-Irch) must be multiplied by the drainage area. 3) Adjusted The are based en runoff reduction wlumes as calculated In MA tabs. An alterni CN adiatmem calculaVnn for Vegetated Rods is included in BMP specifiaem No. 5. SEE "PRE -DEVELOPED CN Drainage Area Curve Numbers and Runoff Depthsil REDUCTION CALCULATION" ABOVE Curve numbers (CN, CNadj) and runoff depths (RV,,y,,,e,,) are computed with and without reduction practices. Drainage Area A Forest/Open space undisturbed, prmected foresVopen space., reforested land Managed Turf--dlswibed, graded for winds me turfto be mowed/managed ImpeMais Cover CN A Soils B Soils C Soils D Shcs Total Area h rei 0.78 O.W 0.tq am a05 Runoff Reduction am RVa.,,.,,d (watershed -inch) with no Runoff Reduction* RVp,wbpywatershed-inchl with Runoff Reduction•�1,3,8 1.3Adjusted CN• 'See Notersabove 9m 9W I a,51 I Clil 83 rstorm 10-year storm DRAINAGE AREA B REFLECTS Las 3'99 POST DEVELOPED ONSITE 1.89 399 AREA. AREA 1-6 SHEET C6.0 a3 a3 Drainage Area ASoils BSoils CSoils DSols Total! Am[aa�): 1.09 Forest/Open Space- undisturbed, protected Area acres) am am am am Runoff traction foresVopen space or reforested land CN 30 55 70 77 Volume 481 Managed Turf- dishrbed glared for Winds or other Area acres am am am am turfto be mowed/managed CN N 61 74 80 ImpeMOus Cover Area (acres) am am am am CN 98 98 98 98 CN oA.e 92 1-yearstorm 2-yearstorm 10-yearstmm DRAINAGE AREA C REFLECTS RVp„pap,d (Be tershet inch) with no Runoff Reduction* 209 2.68 4.43 POST DEVELOPED ONSITE RV.,wbe,a (wmershed-inchl with Runoff Reduction` 1.96 2.55 4.31 AREA. AREA 1-7 SHEET C6.0 Adjusted CN` a1 91 91 `See Notes above Drainage Area C Fomst/Open Space- undisturbed, protected I Area in forest/open space or reforested land CN Managed Turf -disturbed, graded for la Nsaother Amain, turfto he mowed/managed CN ImneMous Cover Jm Areaf^' ASoils BSoilsI CSoils I DSoils Total Area(acrei 0.93 am am am am Runoff Reduction M 55 70 77 Volume fts): 0 am a.a0 am 0.55 39 61 74 80 am am am am 98 98 98 98 CNipad 87 1-yearstorm 2-yearstorm 10-yearstorm DRAINAGE AREA D REFLECTS RVp,spap,g (woteehed-Incb/ with no Runoff Reduction' 1.67 2.R ago POST DEVELOPED ONSITE RVp,v,bp,a(wmershed-inch) with Runoff Reduction` 1.67 2.R am AREA. AREA 1-8 SHEET C6.0 Adjusted Me I 67 87 >n "See Notes above POST -DEVELOPED CN REDUCTION CALCULATION - ANALYSIS POINT 1 LD-347 PROJECT: Keswick Hall Spa DESIGNED BY: CG HYDRAULIC GRADE LINE ANALYSIS Checked: INCIDENCE PROBABILITY 10 Year INLET OR JUNCTION STA. INVERT B_. OUTFLOW PIPE DEPTH OF FLOW OUTFLOW PIPE OUTLET WATER SURFACE ELEV. DIA. PIPE Do (In/mm) DESIGN gSCH. Clo (CFS/CMS) LENGTH HFE Lo (RIM) FRICTION SLOPE, Ste (FT/FT) (MU) FRICTION LOSS Hf (FUM) JUNCTION LOSS SURFACE FLOW Adj. Ft 1.3 H (FVM) inlet Shaping? Y/N 0.5 Fit (FVM) FINAL H (FUM) Inlet Water Surface Elevation Top of M3 Top of Inlet Bev. APPROX. Adjustment? Vo Contr. Ho (FVM) Vi Vi'2/2g H (Expn) 0.35"MAX. (Vi2/2g) SKEW Angle K Bend H (FVM) Sum FL (FVM) (1) (2) (3) 1 (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) (14) (15) (16) (16) (17) (18) (19) 100 0.000 102 411.700 2.00 413.300 24 6.787 53.02 0.00080 0.043 6.671 0.173 3.128 0.152 0.053 0.0 0.00 0.000 0226 0.000 0.226 YES 0.113 0.155 413.455 420.930 O-K. 104 412.330 2.00 413.930 24 6.787 116.56 0.00606 0.707 3.128 0.038 6.724 0.702 0.246 0.0 0.00 0.000 0284 0.000 0.284 YES 0.142 0.849 414.804 418.490 O.K. 106 413.600 1.50 414.804 18 6.787 36.95 0.00372 0.137 6.724 0.176 9.980 1.547 0.541 0.0 0.00 0.000 0.717 0.000 0.717 YES 0.358 0.496 415.300 418.180 O.K- 132 414.070 1.25 415-300 15 0262 38.58 0.00001 0.001 3.482 0.047 0.000 0.000 0.000 0.0 0.00 0.000 0.047 0262 0.061 YES 0.031 0.031 415-331 421-270 OX 108 414.070 1.50 415.300 18 6.450 57.73 0.00336 0.194 9.980 0.387 11.086 1908. 0.668 0.0 0.00 0.000 1.055 0.000 1.055 YES 0.527 0.721 416.391 425.960 O-K- WM3_O 419.750 1.50 420.950 18 6.450 5622 0.00336 0.189 11.086 0A77 0.000 0.000 0.000 0.0 0.00 0.000 0.477 0.000 0.477 YES 0.239 0.427 422.546 427.000 O.K_ O I J CRAIG W.1. KOTARSIQ Lie. No. 0402048507 M E O O T U N vi N C > E w cl E N 3 0 3 LL C w C7 t6 tZ W t M �J000 w - Ln cif M N N in Lu V _Z 4(V+ �ONQ �CJC aiw oa =� U-) aci N 2 V In F Q c Ln 0 NN V M Z t tit J � I- 0 H z O a Z o U U W ti z kz O (11 W Lu > LLj LU �o5C Z Z LU z Qom Q.0 W O p k LLI tiC' Q 4 � W j i DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE N/A z O 1� U J <^ U 0. Q cnzz f--1 J > w Q J zm O Q U W z J �I W V • _J LU W Q C� G O V / JOB NO, 40241 SHEET NO. 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I I I N . v 1 \ 1 -N �42 — i d, \�//// / / / / `\ \9 -_�• F�9 • v. \\. \ \ L \ J I I\ \\ ' \ 2s q/ l // / i �� , \\ \ AN 112 IN \ / ^\ \ \ �. \ \ \ �� \I \\\\ \ \ / ` ° - / / / / -422 / / \ / v ■ 113 G 0.14 \\ \ \ I I \ y/ \ N.A ( 114 o AC 0.69 pJQ�10 `G / \\ i-- // /I \\ \\ . 1 G 'I Ilk - a32- \ \ IY vL 14, vL wtr--- `\_ 1 \ _ \\\ \\\ `� _� _ / 417 �� 105\ 132 \ - \ \ \ ' \_ I \\ I / WETLANDS \ \ _ \ \ \ �\ \ / / , % / - \ / \ ' '103 \ / / \ \ \ \ \ vL 1L \\ \I/ 4, vl/ W vV W I� l\ --`\ \\ �`\ �W BUFFER �' /// \\ k` // `'r��l \I I \ // \ I�04 N. .Y y y W 14, \ ` \ \ _ `� I1 r �1 \/ I -- \ -�-- \ \ �/\ \ 1 _ - - LEGEND \ `1/ vL \l/ y `Y \ _\ `B3- it/' Imo/ 101 n / 1 I II/1 / / \ n /I I I ��\\\ \`\ \ ( \\\ � n \ \\ \1\ \\ 1 l� \I \\ � vL `I/ d'\ `, y vL " @1 ` ` \ I \ • ' ^ - - - - ' V \ / \ I I /` ` V - _ / I / \ � \ \ \ �\ / V \ \ - 1 ` 1 \ I\ p^` \ AREA ,C 50'WPO t¢ 9 J \ \ `\ 1 1\ / / \^ `---''\4g2 N'R A �. \\ 9r2 / ^\ /I I\ \\ '\ \ `— 1 ` INLET\ \ \\ \\ \\ W W 1\ `v\l/\\\BUFFE14 \ \ \ \ \ \ \ \ y \ y \ IV `L .. � `L `L \ \ \ SE`T�AC%tC \ \ \ \ \ N. - - -' \ \ \ \ \ \ \ \ \ \ \ - - rz/\ /- _ \ \` \ \ \ \ _ , - - - ( \ \ I \ \ DRAINAGE DIVIDE vl/ W \ i _ ` \ / / rA .di .y \ .J. .J.\ .y I \ \ \ \ k' \, / c r \ - `' l 1 l N.\\ \\ \ \ \\ \ \ \\ `\�L vV \,V I W vV �L vV \ �' \ \ �- \ \ ` \ \`4 -. / I `3 I \ \ / \ \/-_ \,I - \ \`\\\ `\ `\ \`\ \\ \\ `\\\ \ y y \ y �/\y//`\y y y \ `e" I / \1 \`� `�'.-_II I?�/ \� � // I \\\ i � \ /�.• I I \ I \\ __'__\y\\ `\ \/ 1 \ \\ \ \\ \ I \1 \ vI, (\ vV,/ \ \ \ \ ` 1 1 \ • ` \ \ \ ( v 4� 1 \ N.\ y`y \ \ ` \ \ \ / \ \ \ / f \ \ J / \ / \ _ / \ SCALE 1 -n_ 20. \ co $0 40 1\zo \ ❑ z O a O � � O � � Lu z � O U,) W U) LLj > LLJ Lu Zoi) Lu Z�U Nk O U O W p \ °- ul C, cc 4 ti W j �c� Lr) I DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE 1 "=20' a Z J � 2: J > 2 Z V/ u LL U w w W Q Lu DC � 0 V / JOB N0, 40241 SHEET NO. C6.3 a) a0i O m 3 a) N O o. n c t0 0 -o N J a) 0 6 c r 50 a O O m Z mO og c m w c cc c c O c 0 3 Z N Z O a x H a) o w CL O o. a) c Y � N xi o a a) lO CCp N U c 2 d E� C U t6 06 U :6 N C y a � U c O C U m n.Q t F L Virginia Stormwater Management Handbook, Chapter 9 July 2013 Virginia Stormwater Management Handbook, Chapter 9 July 2013 FLUSH CURB (BROOM FINISH) 12 4" 21 B STONE 18' PARKING (REFER TO SHEETS C4.00 FOR LOCATION) r v� UNDERDRAIN PIPE PERMEABLE PAVERS SECTION - LEVEL 1 No Scale FABRIC (TENAX MS220B OR EQUIVALENT) 1-1/2" PERMEABLE SETTING BED AGGREGATE 4" 21 B STONE 9.75" #57 STONE COMPACTED 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. Z Z Z >. >. >. Elemant of C, c- Who Will BMP Potential Problem B ,he„ m 'o How to Fix Problem Address Comments 4)Problem Y N c There is excessive Remove immediately. Owner or trash and debris professional Contributing There is evidence of There and/or bare or Stabilize immediately. Owner or Drainage Area exposed soil professional There is excessive Owner or landscape waste and Remove immediately. professional yard 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 Profess pavement surface or interferes With thelonal permeable pavement operation must be pruned or removed. There is excessive trash, debris or Remove immediately y Owner or Inlets, Pre- sediment Professional Treatment accumulation Cells and Flow There is evidence of Owner or Structure erosion and / or Stabilize immediately professional Structures exposed soil Clean out sediment or Evidence of clogging debris. Remove and wash or Professional replace stone, as needed Eliminate standing water and establish vegetation; treat for mosquitoes as needed. If Pavement sprays are considered, then Owner or Surface Mosquito proliferation use a licensed pest professional controller to apply an approved mosquito larvicide (only if absolutely necessa 9-C-22 3rdiPartyConstruction Inspection Checklist and Certification: Permeable Pavement DEO Spec. No. 7 & PFM 6.1304 Project Nemai Cutrslmction Firm- Co. Plan Nuorew 3" Party Inspection Finte -- - — Site Address - 3'a Party l nspect.r. Ndale: Latitude f Longitude' -N W Contact Into I Phone Numbor. --- aMP ID Number as shown on plan and general location on the site - + A certification Is required for all SW WBMP facilities under PFM 6.1300 at. seq. • A Virginia licensed professional engineer or licensed professional meeting We exemption requirements of the. Code of Virginia §54.1-401 must sign the Certification at the end of this checklist Instructions' — - - • Check each item as complete, or write in "NIA" for those items that are not applicable, • Fill in blanks for requested information on dimensions, materials, etc. • Provide one. or more photos for applicable items; checkboxes indicate items that reartrm photos. Pre -Installation Meeting and Site Preparation CHECK PHOTO DESCRIPTION DATE OF INSPECTION I COMMENTS Pre -Installation Meeting with -- - contractor designated to install the facility - 3rd party inspector (or designee) A review of checklist and tentative schedule for interim inspections and sign -off has been discuseed ❑ Contributing dminage areas are srebtlized and not eroding. ❑ ❑ Stormweter runoff IS diverted around fire inewatim, areo toe Masbillaed conveyance - Excavation CHECK PHOTO'' — DESCRIPTION DATE OF INSPECTION I COMMENTS ❑ Horizontal lacalion ofBMP is in accord h—wf with the approved — plans. ❑ Subgrade surface free of rocks. root, and Targ€voids. (Voles - — may be filled with Was aggregate.) ❑ For level 2 permeable pavement: Excavalton bottom M scanned. ❑ No grcundwaterpage or standing water is present, Any standing water isseedewatered to an acceptable dewaterus device, and the design consultant has been notified. ❑ ❑ of facility has achieved proper elavations and grade IExcavation per approved plans. Filter Layer and Underdrain Placement CHECK PHOTO DESCRIPTION DATE OF INSPECTION I COMMENTS ❑ All aggregates (stone, sand, etc., as required) are clean,— washed, and conform to specifications. ❑ ❑ Perforated underdrain also and spacing per approved plans. Pipe Dlomeler inches Malarial Pipe spacing-- it slope_ %. Perforation SbefSpacing.. n. ❑ Filler layer and initial reservoir layer aggregates spread(not dumped) to avoid aggregate segregation per approved plane. Depth of filter layer HE ❑ ❑ Impermeable liner (when required) is placed in accordance with me ou lacturer specif catla ns, par approved plans. ❑ Dnderdrath , observation well(s), and underdrain fittings (45' wyes, cap at upstream end. etc.) ostag_eId perlapprwed plans. Number of Observation Wells tpage 1 of2 Stabilize immediately. Mow, Irrigate and apply organic There is evidence of (not chemical) fertilizer, as erosion and / or bare needed to keep grasshealth Owner or or exposed soil in grid y and dense enough to 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 brooms or water spray) draining properly. the immediately and, otherwise, drawdMeasure drate in the at a frequency consistent obseryn well for observation with the use and loadings three (3) days encountered (at a minimum, following a storm annual dry -weather event that exceeds sweeping in the Spring). Professional 1/2-inch of rain. If Where paving blocks are standing water is still installed, the sweeper must observed in the well be calibrated so it does not after three days, this pick up the stones between is a clear sign that the the paver blocks. Following pavement is clogged. the vacuum sweeping, test There are significant pavement sections by amounts of sediment pouring water from 5 gallon have accumulated buckets, to ensure proper between the pavers. drainage. There is evidence of Structural surface difteriortation, Repair or replace affected Integrity such as slumping, areas, as necessary. Professional cracking, spelling or broken pavers. Observation Is each observation Repair, as necessary. Professional Wells well still cad? Outlets are obstructed Remove obstructions and Outlet or erosion and soil stabilize eroded or exposed Owner or 7 exposure is evident Professionsl xv below the outlet areas. 9-C-23 3rd Party Construction Inspection Checklist and Certification:) Permeable Pavement DEO Spec. No. 7 8 PFM 6.1304 Stone Reservoir Aggregate Placement CHECK PHOTO DESCRIPTION DATE OF INSPECTION I COMMENTS Sides covered with geotextlle with no Mm, holes, on, excessive I -- wrinkles. ❑ Stone reservoh layer aggregate placement c"Vactton, and thickness, are per approved plans. Depth of reservoir layer aggregate Inches Bedding Layer and Pavement Installation CHECK PHOTO DESCRIPTION DATE CF INSPECTION COMMENTS ❑ ❑ Pre-treatment structures twhen required) are Installed per approved plans. Type of prelowtment ❑ Concentrated flow is not being discharged directly ontgl' Permeable pavement ❑ Pavement surface is even and nmon fpeada wenlyacrpss surface ❑ Flaw reduction orifice or cap plae�e n- the and of )Tie pavement underdmin per approved plans. ❑ ❑ Permeable pavement block systems which require edge restraints are installed flush with the paver blocks per approved plane. Store of Edge Restraints Type of Edge Restraints_ ❑ Aggregate layer for the installation ofthe underdrain system is perapproved plans. Depth of aggregate layer_2 Size of aggregate layer_ ❑ Signs Installetl er�PFM 6A304.3B ❑ For pomus ssphag and pervious concrete pavement. the full permeability of paved surface has been properly heated (clean water applied at a min. rate of 5 gpm over the entire surface), and all water imlltraled directly without puddle formation or surface moon. Ll L1 Provide a photo of Me BMP facility after completion of construction. Final Certification I do hereby certify that this as -built information for the stormwater management/BMP facility was inspected by me (or by an individual under my responsible charge) and conforms to the approved plans, except as indicated': Date" ❑tense um er(St i ("Certify" means to state or declare a professional opinion based on sufficient and appropriate onsita inspections and) material tests conducted during construction) Page 2 of b 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, spelling 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. UWG W. J. KOTARSKI Lie. 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Ipl' / / / r l .l ° Lcu� j o rn l \ -435 4 6� — U 7\ O ,\ _ i ' \ \ \ G\ ' 439 q - - �� / _ _ _ /' / / / _�4� a I 1_ p Z F W Z LL Lu QQ STORMWATER p° / \ Z \ s EASEMENT \ P\ \ / /p ayli / / / / / / , / W 00 ` - \ DB 05198 PG 663 SAN - ` /�' c / / / / o i H Lu W p j / ^ ^, a % � ���' A / / A� \ � ♦ A WesA �"7 - - .� \VA � / / / /' /b � / b� " \ � U � NUN uj ".. _ •• •emu _',s� / / \ \ ry 43 \ / r / �>• \ `� Q C) CL 25' SETBAP Q Eli cp� io ' _-/ / \ `� / \ - °� / S i �'�� \ \ \\ \\ \ •.' \\ \ ,r: \ I ILL/ 1 r��'�'"_ \ I // l -\ �Lu WHITE\ \ ' °, / � . gPN \ \ \ .,� • � I / OG � � _ - _ SAN Lu , 14"4V�'/ TE OAK S9 _ _ - - - - - - _ - - ' / / \ \ / / \ \V \ ° ` \ \ 1 \\� / \ \ 'fr-\$"� ,i^ ! '/ I' P�j_ _ _ _ - - - w Q Q \ - \ >2" WHITE OAK 2 _ ' .. 432 \ \ Lu - O / 0 ` • , - - - - \ $3Y �- / / 6F-- - - - _ -- DATE 12"WHITE OAfC� \� 1 s92 — / / / .n .:\ . \ \ ! %, I --_-_-_ --__`- 0 0110612020 WPP�-,y BUFFkR I -_930� r 429 /L - - ----_-- _--- - DRAWN BY ` \15' rLr� �\ \ _,- / / \ \ / \ \�\J \ �� , \ ---`--- ----------- C. GAYNER \t _`\ _\\ \ ` -�_-_ate �•• , // // 1 \ \ ..r I I \ a \\ \ �' \ I \ 'P.o\ \ �' _ - - - - - - - S / / / ` ` .. i I .I I ° ` �� \ \\ ` \ \ I\ I \ \ — _ — — \ \ • DESIGNED BY \\\ \\\ \ \ �� _� \� /' / // /' \ I jT''O ♦ \ \ \ \� \ \\ \ ------------- `- A.ALLISON 30"WHITE OAK- \� \ 1 ` - r - / '\\ \�\ - I / / \ \ I I. L 4 \ I \ \ \ \ \ \ \ 1 1 1 I r _ \ ` \ \ - - - - I \\y l / / i - \ / / I . . .\ \ \ \ \ I \ _ - _ _ - - - - _ _ CHECKED BY \NL 4"DECIDUO(/�" \\ \ �s - - -' / \\ \ \ I \ \ \ .(. t'.' \ o/ \ a r - - - - - - • C. KOTARSKI WHITEOAK \\, j ,\/ s _ _ l / ' / ° .\ .:+\:(.\ \ e° � \ \ \ \ \ \ ` - - - i - - \ /� ' • • SCALE ee 2' GRAVEL FILTER STRIP �20;'WHITE OAK \\\' / \- - ��`\`---i /\/�' 1 /i/ / /' \..,_ <\\\ \ \ ♦ v. •`-♦ \ \ (SEE SHEET C 1. 1)(TYP.) \\ I__ ---- _\/ / 1 • 20" WHITE OAK \ \ \ s"wHlreoAlc Ra \\ ` ' ��� / a - - - - �'/' /' P/ROPOSED \ ` \ / 14" WHYT OAK / // I \ro N / // / SIP4 \ -t it `� p _ \ C7 24" WHITE OAK / A I 1I VA \ A! 12WHITEbAK / ` 41V\E OAK\ 24"WHITE OAK, OAK�'- - _ - - - - _All \ \\ \ Lm / / EFIDUOUS 1\ _ _ _ C TlC \ ` 14" wrfiTE-OAK �tg \ 1 ' r ' 2$ / / / \ \ OP is (T 24"WHfTEOAK \v \ 14"WHt OAKui - I \ \\ \\I \ 27" WHITE OAK 14�F4\'E `„` \ i- f1/l �\ /421 // \ / \ 1 \ \\1U \ 4 III I\ \ •,\ ' 16"PINEY 1 \ v 11 V / uj \ �; WI V \ 1 1 / I / P� / / I v / 1 G W \ V / \ \ , 1' l \ GJ / - / / \ _ I \\�� 6 PINE 11 Ilk / -pa - - � / � � V A I \ V v - 6„ INN \ / / t \ 12"DECIDUO� 1\\\\\\� I �\ - \Rpa�. / ! \ I I 11 \ \ x t_ _ / LL Lu \1 \ �PLE I \ \\ \\ __ 1 - d-32-� / /1 Q ICI \ \ \ \ I \ \ \ \ I ,:. \ 22" WHITE OAK 70"MAPLE \\\ \ _ \ _ - \ / H1 \I/ \� \L y W y. � WETLANDS - ` ' \ \ i ' _ / `\ / / /' ( 10"DECIDUWS \ / \ ^\ \ I ` \ - / _ 18"M PLE 15"WHITE OAK w oBUF J 1 b�clDuo�s— ; — \ v v > U _ 6"MAPIlE l I MAPLE I \ \ y \ \y J, J/ � y J• \ 1 \ \ \ \ \ \ \ \ '- - / / 1 i. / a "MAPLE \ 1 \ \ \ \ \ / r - \ >2 WNhTE"OAK\ \ 443- _ _ _ \ 12" �CIDUOUS/ J I I - - \ LL LL OAK / I / I I I \ \ 75" WHITE OAK t \ \ 15"WHITE C}K / / - \ \ I \ \ _ \ _ 'i i T ^ \ /� \ ll \ / 70" DECIDUO S \ \ \ \ / \ \ I O z 14, \L \ \ �, \Y \ \ / \ \ / - / ` I Pq EXTENT OF \ \ 1 c� sF \ \ \ \ \ \ \ ✓ 72"DE�IIIUOUS 28"WHITEOAK -\' f0"D IDUOUS I ¢ BA BOO - - _ DECI CYOUS� Q \ ?R — — I ! 1 \ uj w t \ \ \ 50' C?V O /�-\' (n 9\ JYl \ \ 1 \ / / _ _ _ _ ' d l r�, a \ \ �,P ` \ f0 DECIDUOUS J C \I. \ .y \y \ \ y -'I' - 'd' _ _ `f' / _ \ - - \ / \ FER S�TFACIf�o 1 \ 1 \ \ `Y- \ N'�\ H� G E6/DUOUS 26" WHITE bAK ` � \ \ \ \ \ \ \ q, \ \ \ 1r .I, \I. \I. \I. \ \ \ \ MITE OIAK / \ y 12" WHITE O \ \ I / \ \ \ 2� A \ 12" DECIIDUOUSuj - ' l v 14" WHITE OAK \ I ` / \ 5" WHITE OAK \ \ \ \ \ ♦ / I / / \ \ I \ \ \\ 12"WHITE OAK / \ / 15"WHITE OAK \ \ I \ ' 1 I I \ I I \ \ -'' \ m / \L — �" � y y _ - I \ / '� \ 1 \ / \ II \ 5,• XHITE O - - \ \ 1 \ / \ \ 4"QECIDi OUS li \ 4" WHITE OAK Q 7 8" aF�� \ \ / _ \ 18"MAPLE \ \ 1 / ` \ \ \ \ \ \ \ L \\ ui 26"WHITE OAK 75"WHITE CA 1 1 \ \ 2 \ \ ` � \ 7- !7 ECIDUOdS 24" tJ/U \ \ \ \ / / / 12 DECIDUOUS \ \ (i5' \ / / ' / / 29" WHITE OAK 6" DECIDUOUS LL HITS A I 6"DE0?DUOUS ! \ \ /'' 10"DE0DUOUS \O l `\ ! _-_� J \ 1 � 7"DECIDUOU ui 20"DECIDU - < W \l W \L \L� \ \ � ! I - � \ ` _ _ \ \ \ � \ / 4"DECIDUOUS 26"WHITE OAK 10"DECIDUOUS \ \ \�3 18"DECIDt OUS `I' ' f \ \ P t \ \ (0"WHITE OA/K / ) \ \ LL \ �' � \ \ / _ Q� I 6" DECIDUOUS \ I I \ \ \ \ \ \ DECIDUOUS W w �" C \ I EXTENT OF BAMBOO \\ \ \ _ \ / I I \ I. I S4"DECIOUOUS � 14, \ /yam y \ / 24"DECIDUOUS \ \ \ I ( \ 28"WHITE OAK \ \ \ \ \ ` \ \ \ \ \ \ ♦ \ \ / _ \ \ C v \ \ I t 5"DECIDUOUS DECIDUOU� C / - \ \ \ \ / ' \ \ 14-WHITE OWK 40241 BNO. SCALE 1"=20' 0 20' 40' o SHEET NO. U) L Lek r NOTE: ' CONCRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. ✓'� CMG W. T. KOTARSKI Lie. No. 0402048507 455 455 a��g - Q0 �4 0 q 4� M E O O � U N v N C > 0 w zi °' E N 3 0 3 o U. 2 w O °6 of W M J U c0 J - ui gy W N N v _zk °'� Z �ONQ oa �w Z cn= vN =VQ� ~ c rn w ti N L a v O c�r1 W h W o� > wg� O IZC QO� vi pUp O W O _ \� W Q v. ~ Ln w O = O O N a O ti Ln DATE O } 0110612020 DRAWN BY CLEANOUT MANHOLE STA 10+15.00 STA 11+29.58 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 C1 Top 422.85 2 TOP429.10 FIRE WATERLINE C. GAYNER INV IN 413.06 (BUILDING-Cl) INV IN 421.04 (2-3) INV OUT 413.06 (Cl-C2) INV OUT 420.84 (1-2) HORIZ SCALE: 1"=50' • DESIGNED BY CLEANOUT MANHOLE MANHOLE VERT SCALE: 1"=5 STA 10+85.01 STA 10+00.00 rINV 11+88.16 • A. ALLISON C2 TOP 417.07 1 TOP 427.50 428.45 INV IN 412.36 (C1-C2) INV IN 418.52 (EX) IN 421.83 (EX 8") CHECKED BY INV OUT 412.36 (C2-EX) INV IN 417.97 (1-2) OUT 421.63 (2-3) NOTE: ALL UTILITIES HAVE BEEN SHOWN AS APPROXIMATE. CONTRACTOR TO INV OUT 417.77 (EX. 8" (1)) VERIFY UTILITY ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. • C. KOTARSKI 435 435 440 440 440 440 455 455 • • SCALE • 1 "= 50' 71AIKI I..L V 1 z_ C7 J'w I -I LL 50 p O U Uw Q o w 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 0 5 co PROFILE SCALE SSDWR C1RIZ SCALE: 1.5C2 SDSWR 1RIZ SCALE: .30 DOMESDTZCcWATERLINE LOW VOLTAGGEZCOMM. DUCT BANK LLJ a VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 JOB N0. 40241 SHEET NO. C7.0 ELu LL 0 cc uj ko X E.14 PNI Ll XIST. UNDERGROUND 430 430 PROPOSED GRADE 425 425 IXISTINGi GRADE,. \ 420 420 ,I 415 3 5' MINJI 415 IX. 8" BUILD t-C SSWR 15.0 6" SDR- 410 410 Cl-C2 70.01' OF 6" S -26 PVC @ 1.00% C2-IX 405 2.78' OF 405 6" SD -26 PVC @ 1.00% 400 400 435 ED 435 PROPO GRADE EXISTING GRADE STRM PIPE 430 129 430 STRM PI E 1 3 425 425 PROP. ATERLINE 2 3 420 420 g" PVC 58 OF @ 1.00% 12g 21% �2C 415 415 410 410 405 405 8'7(6" REDUCER STA 10+ 8.27 450 450 EXIST 3" TIE TO 8" WATERLINE STUB OUT � \ EXISTING � GRADE 445 445 3' MIN \ EXI T. � UN ERGROUND PO R IXI T. 3" � WA ERLINE 440 440 22.5° 5° BEND \ STA 10+39.75 EXIST. COMM. LINE IX ST. 3" 435 WATERLINE 435 90° BEND TA. 11+19.94 PROPOSED 2 .5°+45° BEND � GRADE TA. 11+31.76 430 430 22.5° BEND \ Y TA.11+59.26 8"x4" TS&V. TIE TO EXIST. WATERLINE. 450 � 450 CONC. ENCASEMENT EXIS . \ UNDERGROUND 445 POWER 445 \ � EX I T. W TERLINE 440 � 440 EXIST. OMM. LINE EXIST. \ WA ERLINE EXIST. 435 � RADE 435 EXIST. EXIST. \ WATERLINE UNDERGROUND � PRO PO R GRADE STR� PIPE 430 430 (2) 4" SCH 40 PVC \ \ CONDUITS \ � 425 425 CONC. NCASEMENT RE ER TO ARCH. MEP DRAWINGS�FOR FINAL BUIL ING 420 CONNECTION DETAILS. 420 U) L 430 Z Z co m m _ M H .�- 1O 0) t0 U) g a N F N_ 118: DI-3C 6ft Throat t 00 O w o p w o v a? M v v n STA 11+86.89 ~ o (° J H O 00 J H [M a Lo (O a. 00 °0 M t O (O }aonIt Yaocoi,(ov UIt , ,v TOP428.57 Vornv ZO++NH zO+ONF cn�oo��H INVIN423.37(119) (?+�� ^wo-t �w"vz� o,azz� INV IN423.71(127) ��a0 NOHOO el'OF0>O N~Ozzz INV IN424.90(129) ioFOZ �p�Fz r0UFzz U)P--- INV OUT 423.27 (117) �U)E - 440 440 EXISTING GRADE 1 3A %� ii E =1 lilwi m 123 21, F 425 12• @3.ppo 121 1.5 79.53' OF 15" HDPE 2.69% 420 9+50 6" FIRE LINE 119 Lam- 37.05' OF 117 8" HDPE 88.94' OF 1.00% 18" HDPE @ 1.00% 1-2 PROPOSED GRADE i SWM3 180 LF 60" CMP TOP: 427.21' BOTTOM: 422.21' 10+00 11+00 12+00 13+00 13+50 STR124 - SWM3 HORIZ SCALE: 1"=50' z VERT SCALE: 1 "=5 0 z_Q co J ma H U) w LO oM� mw§ 7,:7,� ro no _3 C6 zof (I°^vvv +C6V a 20 LL z z ALL 0 of > > > F5UF0 z z z r ..o O O) V O (00 v ,o O) 0 fh N.0r(O I VM +°0 V H =TLOc\j;; F m�v_z 0 mlaz O d F0>> o(nF 0<0> > z z r,�rz z A'Ar. WEIR PLATE- SWM3 180 LF 60" CMP TOP: 427.00' BOTTOM: 422.00' - 114: DI-3C 6ft Throat STA 10+00.00 TOP 429.79 INV OUT 425.41 (113) 440 440 EXISTING 435 GRADE 435 PROPOSED GRADE / 430 430 S MIN. 425 425 115 27.00' OF 12" HDPE @ 1.00% 420 420 415 415 SWM 3 180 LF 60" CMP TOP: 427.11' BOTTOM: 422.1 V 9+50 10+00 11+00 STR116 - SWM3 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 O C O `-' M p - M N c. 0) N t '- O di N e c',Z) _ w�az O r+i�v 0> > o <0> �?? MHz A'AS \ 430 430 EXISTING 425 GRADE 425 PROPOSED 61'N GRADE PROP. GAS LINE 420 420 @ OpF 1.5' MIN. _ PROP. 6" DIP µ WATERLINE 2' MIN 415 415 107 57.73' OF 1.5' 18" HDPE MIN. @ 3.00% 101 410 PROP. 4" PVC 53.02' F 410 S. 6" DIP 105 " HDF lE WATE LINES 36.95' OF 116.56' OF @ 1.00 18" HDPE 24" HDPE @ 1.00% @ 1.00% 405 405 9+50 10+00 11+00 SWM3 12+00 13+00 STR 1 00 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 14+00 14+50 112: MH-1 STA 10+29.79 TOP 430.19 INV IN 425.12 (113) INV OUT425.02 (111) EXISTING 435 GRADE 435 PROPOSED GRADE 430 430 3' MIN. T MIN. PROP 4" PVC 425 WAT 1 LINE 425 113 29.79' OF MIN. 12" HDPE @ 1.00% 111 420 23.98' OF 420 12" HDPE @ 1.00% 415 415 132: 12" NYLOPAST BASIN - DOME GRATE STA 10+00.00 TOP 421.27 INV OUT 414.84 (131) SWM3 180 LF 60" CMP TOP: 427.04' BOTTOM: 422.04' 9+50 10+00 11+00 11+50 STR114 - SWM3 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 LO g 00 wo co �oov Z +O N� 000 Qa N Z A'An 120: DI-3C 6ft Throat STA 10+03.98 TOP 428.57 INV IN 423.84 (121) INV IN 423.84 (125) INV OUT 423.74 (119) Alin PROPOSED GRADE 425 EXISTING 425 GRAD 125 420 3.98' OF 420 @ 1.00% 415 415 410 410 9+50 10+00 111+50 STR126 - STR120 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 w za 2) of U m�< Q Q n0 c EL W -aCO7(°no�oo(� Z a�raOi���� Ug+ao��H aOLL O 9tZZ0 ofQ0>>> �FU��ZZZ 425 EXISTING GRADE PROPOSED 420 5 GRADE 420 415 415 131 8.58, OF 2" HDPE 2.0096 410 410 405 405 400 1 400 9+50 10+00 11+00 11+50 STR132 - STR106 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 a N wo 4 O Q0OON � Oo+rH cli w O 9t 0 O Q NOHO> O�H? 430 118: DI-3C 6ft Throat STA 10+31.21 TOP 428.57 INV IN 423.37 (119) INV IN 423.71 (127) INV IN 424.90 (129) INV OUT 423.27 (117) 430 PROPOSED GRADE 425 EXISTING 425 127 GRADE 31.21' OF 12" HDPE 1.5' @ 1.00% 420 420 SWR 2-3 415 415 410 410 435 435 EXISTING GRADE PROPOSED GRADE 430 430 STOR PIPE 115 425 425 0r 111 23.98' OF 12" HDPE @ 1.00% 420 117 WEIR PLATE, 420 88.94' OF INV. OUT = 42 .00 18" HDPE @ 1.00% 60" CMP, SLOPED 0.33 TOWARE WEIR PLATE 415 1 415 1 410 410 9+50 10+00 11+00 12+00 12+50 CMP STORAGE PIPE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 1,1+50 STR128 - STR118 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 Z U Q m 03 U) N 5 o a_wc, -01Q (Do >- -7 "t z09+NH °ow��0 6 2Q a co p��Z Ann / `118: DI-3C 6ft Throat STA 10+04.04 / TOP 428.57 INV IN 423.37 (119) INV IN 423.71 (127) INV IN 424.90 (129) INV OUT 423.27 (117) A in PROPOSED GRADE 425 425 EXISTING GRADE 420 420 415 415 410 410 9+50 10+00 10+50 STR130 - STR118 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 5 PROFILE SCALE O CRAIG W. J. KOTARSKI Lie. No. 0402048507 M E 0 0 T U N v N c > E W a E = , � NU. � 3 Lu � w 0 (o o W t M �J000 J - ui W N N V z k (v �ONQ � w 6LL oa _� � N m > Ln Ln H Q c m o+ NN M D t 00 J IH H Z O a Z Lu Lu � O m � z � O (n W > Lu Lu Z O Z z QO� O U O � W p W QCk 4 ti � W j c� Ln i DATE 0110612020 DRAWN BY C. GAYNER DESIGNED BY A. ALLISON CHECKED BY C. KOTARSKI SCALE V 1 z z_ C7 J'w I -I LL O Uw J H� cl� Q V / Lu m J a `i i JOB N0, 40241 SHEET NO. C7.1 mw =0 a 0 O m V) � Z m0 :2 2 02 c T O C c C a8 0 c U) 3 Z Z w O 2 g 2 x 0 w 0 o. rn d c > Y � N N O_ N r � N3 CFD 2 E� C C U t6 O 6 V c d � 6a U 0 c y0 O U c O C U m O N N N = L L MATERIALS LEGEND WALLS, STEPS, STRUCTURES 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 PERMEABLE PAVERS - VEHICULAR -- SEE CIVIL DWGS FOR NOTES & DETAILS O CONCRETE - PEDESTRIAN MEDIUM BROOM 1 /L2.00 INTEGRAL COLOR TBD FINISH STONE PAVERS ON SLAB TBD 2/1-2.00 COLDSPRING'ROCKVILLE WHITE' O CONCRETE - VEHICULAR MEDIUM BROOM SEE CIVIL DWGS FOR NOTES & FINISH DETAILS EXISTING VEGETATION RETAINED A Q o_ cri 6 (V O (V (V O N C N F i 3 } LU w N 0 c C3 CL N V) Q CM 0 V) m 0 i 0 Q U i 0 v� 0 rL a rL U 0 0 CL NI 0 i 10 0 00 V) i ii SYMBOL WALL TYPE FINISH/PATTERN DETAIL NOTES O FOUNTAIN TBD 6/1-2.00 STONE TBD B KESWICK ESTATE MONUMENT -- 5/1-2.00 © OMEGA FENCE & GATES POWDERCOAT 4/1-2.00 STEEL O CONCRETE STEPS MEDIUM BROOM 3/1-2.00 FINISH SEE STORMWATER MANAGEMENT SUBMITTAL BY CIVIL ENGINEER FOR PERVIOUS PAVING CALCULATIONS. A 0 10' 20' 40' NELSON B Y R D WOLTZ LA N D S C A PE A R C H I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 01.06.20 PERMIT 2 03.27.20 PERMIT 3 06.02.20 PERMIT STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE MATERIALS ENLARGEMENT PLAN DATE: JUNE 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L 1 0 10 Q O M O CV O N CV 0 (U c T N Z) I 3 N 0 (D 0 0 (V J c 0 0- (D c Q) r) L2.00 CONCRETE WITH LIGHT BROOM FINISH $' 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: I" = I'-U" OMEGA ARCHITECTURAL PANELS MOUNTED ON SQUARE POSTS (HEIGHT 8' H) REVISI0"' Panneaux Omega Architecturale sur poteaux carres (grandeur 8' H) Panel / Panneau 8' (57 Ibs/25.9 kg) 924 [2356mm] ext. Universal Collar / Attache Universelle 1 31/32" [50mm] Gc 1" [25.4mm] 6" (152.44 mm] 97" / [2464mm] /jauge 6 ga ] [04.88mm] SYSI iS Q07I11� Sysb�me de C16tures Omega II Tel: 450-686-9600 o mPgaLava , ul. St-Elzear Ouest 1-450-681-5342 18 Laval, Quebec Fax: 450-681-5318 Pam H7L 3N6 www.omegadeux.com OMEGA FENCING & GATES SCALE: NTS v i EXIT LANE 0 0 IL J a) 0 IL o_ 04 O C 5 KESWICK ESTATES ENTRANCE MONUMENT N L2.00 SCALE: 1 /2" = 1'-0" z I� ,2. L2.00 MORTAR RESTRAINTS AT EDGE OF PAVERS WITH WEEPS STONE PAVERS SET HAND -TIGHT, W/ SAND -SWEPT JOINTS 1" MUD/MORTAR BED REINFORCED CONCRETE SLAB WITH BROOM FINISH IN DIRECTION OF SLOPE COMPACTED AGGREGATE, VDOT #21 A COMPACTED SUBGRADE STONE PAVERS ON CONCRETE SLAB JCALE: I" = I'-U" OMEGA ARCHITECTURAL DOUBLE SWING GATE MODEL GPMD20 REVISION01 Barriere Omega Architecturale a battant double modele GPMD20 GATE POST DIMENSIONS PANEL (H) OPENING POST 4',5'&6' 3'to8' 3"x3"11ga 4' 9' to 16' 4" x 4" 11 ga 5' 9' to 13' 4" x 4" 11 ga 6' 9' to 12' 4" x 4" 11 ga 8' 8' to 9' 4" x 4" 11 ga 5' 14' to 16' 6" x 6" %e" 6' 13' to 30' 6" x 6" %6" 8' 10' to 26' 1 6" x 6" 3/16" Grandeur des poteaux de porte Panneau(H) Ouverture Poteau 4',5'&6' 3'68, 3"x3"11ga 4' 9' A 16' 4" x 4" 11 ga 5' 9' a 13' 4" x 4" 11 ga 6' 9'512, 4"x4"11ga 8' 8' & 9' 4" x 4" 11 ga 5' 14' �i 16' 6" x 6" %s" 6' 13' A 30' 6" x 6" Y1s' 8' 10' A 26' 6" x 6" %e" f Omega II Fence Systems Tel: 450-686-9600 STwbM=o m�qa� Lava bled. St-EI28af West 1 800 836-6318 Laval, Quebec Fax:450 68i-5318 FlNCE SYSIlMS H7L 3N6 www.omegatwo.com SECURITY LIFT GATE - FINISH AND SIZE TBD CAP: BLACK HILLS GRANITE "CLASSIC GRAY" HONED FINISH SLOPED TO DRAIN FACE STONE: BLACK HILLS GRANITE "ASPEN WHITE" HONED FINISH RECESSED FACE: BLACK HILLS GRANITE "ASPEN WHITE" BUSH HAMMERED FINISH, FLUSH MORTAR JOINTS "'MORTAR JOINTS RAKED "' BASE: BLACK HILLS GRANITE "CLASSIC GRAY" HONED FINISH ENTRANCE LANE 3 ) FREESTANDING 00 STUCCO WALL A e ADJACENT PAVEMENT; VARIES, SEE MATERIAL PLANS 1 /2" EXPANSION JOINT WITH CAULK TO MATCH CONCRETE COLOR (TYP) REFER TO STRUCTURAL DRAWINGS DIO FOR REINFORCING AND CONNECTION INFORMATION CONCRETE WITH LIGHT BROOM FINISH R 1 /2 " AT NOSING 1'-0" TYP 1 /2" EXPANSION JOINT WITH CAULK TO MATCH ll I % SLOPE CONCRETE COLOR (TYP) e a a� 2' TYP 04 COMPACTED SUBGRADE ° a ° '3' L2.00 CONCRETE STAIR SCALE: I" = I'-U' 6 FOUNTAIN SECTION L2.00 SCALE: 1" = 1'-0" e ae #4 X 12" LONG SMOOTH DOWEL @ 36" O.C. (TYP) SET IN GREASED SLEEVE ON ONE SIDE -ER SURFACE 'PER BUBBLER FOUNTAIN 1 500 GPH RECIRCULATING IP MEXICAN BEACH PEBBLES LICK LIGHT STRIP; SEE LIGHTING JS 12" X 24" GRANITE COPING; 'MAL FINISH ON ALL DSED SIDES; SEE PLAN --K WATERPROOF COATING ERSTOP ACENT PORCELAIN PAVING; SEE J ONC SLAB W/ W2.9XW2.9 WELDED WIRE ;IC ON 6" #57 STONE BASE I PSI REINFORCED JCRETE FOUNDATION 1 WALLS 57 STONE BASE ,.,,,4PACTED SUBGRADE NELSON B Y R D W O LTZ 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE SITE DETAILS DATE: JUNE 2, 2020 SCALE: AS SHOWN DRAWING NUMBER L2.00 Schedule Cover LEGEND J EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN C) PROPOSED TREE ( + 1 PROPOSED SHRUB 0 0 o RE STABILIZATION MIX WET SWALE MIX ENTRY GARDEN MIX """' REINFORCED TURF (5329 SQFT) MM SCREENING VEGETATION 2739 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 a 01 N 04 O 0 O N N O N C CS H 3 a) E 0 0 c w c c 0 CL co 0 0- aD C 0 I 0 / Q) C) a� 0 NI O / 10 O 00 / (6) IStIULfi IN1UKFi REFER TO MITIGATION PLANTING PLAN L3.30 FOR LANDWARD BUFFER CALCULATIONS, PLANTING SCHEDULE AND DETAILS Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10yrs (sf) Coverage (sf) 12 pcs LARGE CALIPER TREE 12 Fagus grandifolio American Beech 6" cal. B&B as shown 227 2724 28 pcs MEDIUM CALIPER TREE 4 Acerrubrum Red Maple 4" cal. B&B as shown 397 1588 2 Magnolia virginiana Sweet Bay Magnolia 3" cal. B&B, multi stem as shown 113 226 22 Thuja occidentalis Eastern White Cedar 4" cal. B&B as shown 10 220 37 pcs SMALL CALIPER TREE 1 A cer leucoderme Chalk Maple 2" cal. B&B as shown 88 88 12 Betula nigra River Birch 1" cal. B&B, multi stem as shown 397 4764 24 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 16 384 Proposed Tree Canopy Coverage 9774 Area of Canopy Total Canopy Quantity Units Scientific Name Common Name in 10yrs (sf) Coverage (sf) 22 pcs EXISTING TREES 7 Juniperus virginiana Eastern Red Cedar 16 112 2 Cornusflorida Flowering Dogwood 124 248 3 Quercus albo White Oak 340 1020 10 Deciduous(not identified) Deciduous (not identified) 100 1000 Subtotal Existing Tree Canopy Coverage 2380 Existing Tree Canopy Coverage*1.25 2975 (1) ACER LEUCODERME (2) MAGNOLIA VIRGINIANA (9) FAGUS GRANDIFOLIA (24) JUNIPERUS VIRGINIANA \ / EXISTING SCREEN PLANTING RETAINED EXISTING SCREEN PLANTING RETAINED LINE INDICATES EXTENT i 1'A \ 0 10' 20' 40' N OF PUBLIC DRAINAGE / L� EASEMENT, TYP. \ NELSON B Y R D W O LTZ 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE TREE PLANTING PLAN DATE: JUNE 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3e 10 FA Planting Schedule cont'd / 0 0 / CL o_ J a) 0 Ci NI 0 / 0 00 Y LEGEND EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE OPROPOSED SHRUB 0 0 o RE STABILIZATION MIX WET SWALE MIX ENTRY GARDEN MIX REINFORCED TURF (5329 SQFT) mm SCREENING VEGETATION 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 I � v I 1 REFER TO MITIGATION \ ' PLANTING PLAN L3.30 FOR _ r LANDWARD BUFFER CALCULATIONS, PLANTING ' SCHEDULE AND DETAILS _ Quantity Units Scientific Name Common Name Area of Canopy Size Spacing in 10 yrs (sf) Total Canopy Coverage (sf) 106 pcs LARGESHRUBS 52 Corn ussericea Red -twig Dogwood 7gal. as shown 72 3744 54 Viburnum rhytidophyllum Leatherleaf Viburnum 7gal. as shown 22 1188 28 pcs SMALLSHRUBS 28 flex glabra'Shamrock' Inkberry 3gal. as shown Proposed Shrub Canopy Coverage 4932 2875 sf WETSWALEMIX 25% Shrubs 50•1 Perennials 25% Grasses 10125 25% Shrubs 509/6 Perennials 25% Grasses Selection of hydric native shrubs & forbs, species tbd, assume 7gal. shrubs, Igal. perennials &grasses sf ENTRY GARDEN MIX Selection of dry tolerant native shrubs &forbs considered "pollinator species, ie species with showy blooms attractive to bees and butterflies species tbd, assume 7 gal. shrubs, 1 gal. perennials & grasses 12450 sf RESTABILIZATION MIX 25% Shrubs Selection of shorter native shrubs, grasses & forbs with emphasis on drought tolerance, minimal maintenance,& year round interest 50•1 Perennials species tbd, 25% Grasses assume 7gal. shrubs, Igal. perennials &grasses EASEMENT, TYP. I0 10' 20' 40' ■%mEEIIIIIIEmmomm� NELSON BYRDME WOLTZ L AN 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE UNDERSTORY PLANTING PLAN DATE: J U N E 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3020 I, 20'-0" o- r\ 0 N 0 N N O N c D T C3 D H i C i= C W CL 0 J a 0 / c 0 v 0 CL a� CL J a) 0 CL NI 0 / 0 00 Y LEGEND EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN 0 PROPOSED TREE ( + ) PROPOSED SHRUB 0 0 o RE STABILIZATION MIX WET SWALE MIX ENTRY GARDEN MIX REINFORCED TURF (5329 SQFT) SCREENING VEGETATION 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 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 (1.9UNITS — 2 UNITS) 2 UNITS = 2 CANOPY TREES, 2 UNDERSTORY TREES, 4 LARGE SHRUBS AND 6 SMALL SHRUBS x - - - - - V y � _ MITIGATION PLANTING = ADJACENT TO LANDWARD \ BUFFER: 385 SF, SEE MITIGATION PLANTING ` SCHEDULE AND DETAIL 01/1-3.30 NATIVE, EXISTING VEGETATION TO REMAIN, REMOVE ONLY INVASIVE . ¢� PLANTS, RAKE EXSTING LEAF `mJ LITTER & REDISTRIBUTE IN PLANTED Q AREA AFTER INSTALLATION _ 4`' *STREAM BUFFER AREA - , OF DISTURBANCE: 385 SF / - MITIGATION PLANTING INSIDE / LANDWARD BUFFER: 385 SF, SEE MITIGATION PLANTING - SCHEDULE AND DETAIL 01/1-3.30 REMOVE ALL TREES, SHRUBS, VINES & UNDERBRUSH, REPLANT W/ NATIVE SPECIES. RAKE EXSTING LEAF LITTER & — REDISTRIBUTE IN PLANTED BUFFER AFTER INSTALLATION ` \ EXISTING VEGETATION RETAINED Mitigation Planting Schedule Area of Canopy Total Canopy Quantity Units Scientific Name Common Name Size Spacing in 10sf rs Y ( ) Coverage (sf) 2 pcs CANOPYTREE 2 Corya ovoto 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 LARGESHRUBS O 2 Ilex verticilata Winterberry Holly 3'-4' Ht. as shown 41 82 o 2 Lindera benzoin Spicebush 3'-4' Ht. as shown 23 46 6 pcs SMALLSHRUBS 3 Kolmia latifolia Mountain Laurel 15"-18" Ht. as shown 28 84 3 Voccinium acerifolium Mapleleaf Viburnum 15"-18" Ht. as shown 12 36 Proposed Shrub Canopy Coverage 248 Proposed Tree and Shrub Canopy Coverage 520 1 LANDWARD BUFFER PLANTING DIAGRAM L3.30 SCALE: 1 /4" = 1'-0" m \ 7 \ 1 \ 1 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 I0 10' 20' 40' ■0= NELSON BYRDME WOLTZ L AN 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE MITIGATION PLANTING PLAN DATE: J U N E 2, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L3030 I, z 0 PERENNIAL AND GROUNDCOVER PLANTING DETAIL JC:ALL: 1 /4" = 1'-U FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12" MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24" WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID 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" AS SHOWN IF NOT OTHERWISE SHOWN 2"x2"x6' MIN. HARDWO( ON PLANTING PLAN STAKES. USE 2 STAKES P TREE AND SET OUTSI ROOT PACKAI 2"-3" DOUBLE SHREDD HARDWOOD MULC TAPER AT TRUNK. MULt TO WITHIN 2" OF TRUI IN PLANTING AREi REMOVE ALL WIRE STRING FROM ROOTBA AND ALL BURLAP FRC TOP 2/3 OF ROOTBA NATIVE BACKFILL SC AMENDED WITH 1: ORGANIC COMPC PLANT BED COMPACT SUBS( CURB OR EDGE OF PAVEMENT TO FORM PEDEST TO PREVENT SETTLIP a CV o (4� PERENNIAL AND GROUNDCOVER PLANTING LAYOUT ,D �3.69 SCALE: 1/2"= 1'-0" 3 m 0 c } c 0 IL 0 10 J i c a ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS } in c 0 ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING 5% OF PAVED PAVED AREA = 18,211 SF 911 SF 3,689 SF WITHIN A PARKING AND 0.05 * 18,211 SF = LANDSCAPING LANDSCAPING AREA PARKING LOT VEHICULAR AREA + 911 SF AREA WITH TREES WITH TREES OR SHRUBS ONE (1) LARGE OR OR SHRUBS MEDIUM TREE PER TEN 1 * (47 SPACES/10) = 7 TREES 31 TREES (10) PARKING SPACES 5 TREES 5 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO 103,525 SF GROSS SITE* 0.1 = 10,353 SF 2,975 SF 18,201 SF TOTAL TEN (10) PERCENT OF 10,353 SF CANOPY EXISTING GROSS SITE RETAINED (2,975 SF EXISTING + ACREAGE 15,226 SF PROPOSED) NOTE: PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE Er - SEE L3.10 AND L3.20 FOR ADDITIONAL CANOPY COVERAGE CALCULATION INFORMATION. U a> 0 CL 0 C CID 7 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS = L3.60 SCALE: NTS CIO TREE PLANTING DETAIL L3.60 SCALE: 1 /2" = F-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 F-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 3 CONTAINER SHRUB PLANTING DETAIL L3.60 SCALE: 1 /2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) l . The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION ,.., REQUIREMENTS. OWNER (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 6 CONSERVATION PLAN CHECKLIST L3.60 SCALE: NTS Zo f � 5/1/06 Page 1 of 1 NELSON BY RDME WOLTZ L AN 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO CHECKED BY: EG DRAWING TITLE PLANTING DETAILS DATE: J U N E 2, 2020 SCALE: AS SHOWN DRAWING NUMBER L3060 ✓e MffB MMIN I Bar PfTS/"A F MMIl a/ 4- A MTM CATALOG NUMBER LOGIC ❑ CD-VB LED CZZ• 87� Example: - CD-VB - LED - e23 - SAP Material Blank - Aluminum B - Brass Series CONS - Core Drill Vertical Brack Star" Source LED 'e'Techwbgy with integral Driver LED Type e22 - BWLED/3K e24 - SWLED/Red e26 - BWLED/Blue e23 - BWLED/4K e25 - BWLED/Green e27 - SWLED/Amber Finish Aluminum Finish Brass Faceplates Poweareon Caler SM1n Wdnks. Bronze UP a2w Wack BLP BLW Whke(Glcse) WHP WHW Aluminum SAP Verde Machined MARC Polished POL Mitfque" MR Also mailable In Remium finishes See lu6minolSUB-1439-0D FPROJ9Cn1 KESWICK HALL TYPE: L - '7 CATALOG j2 / NUMBER:C%o-Ve-/ T_e 27/ NOTES: BZp C. G!/ L LM79 DATA BK No. CCT (1yp.) Input Wafts (Typ.) CRT (Typ.) L70 DATA Minimum Rated Life (hrs.) 70%of Initial lumens (L7p) e22 3100K 8.4 80 50,000 e23 4100K 8.4 66 50,000 e24 Red (627nm) 7.9 - 50,000 e25 Green (530nm) 8.4 - 50.000 e26 Blue (470nm) BA - 50,000 e27 Amber (590nm) 7.9 - 501000 40429 &Ickyam Drive • Madera, CA 91 • USA SUBMITTAL DATE DRAWING NUMBER B - K LIGHTING 559.438.5800 • FAX 559okligh rag. 4.22_, 0 SUB001025 wwwbkliglrMg.00 - • FAX 559. kt8,590 .wan 1MSoIXllMantowi Ns pROpRIflAm INieRMAi10NOf aM tWMINGINC ANDMIRECEIPTORPD55E551QY WESHOTCOHVEV ANY0.Gm5lORFPPOWCEp5Cta5EliSCOMEMS, OPTOMANUMCnK[.USf DIIAII M'YIMHGnMAYIX%nN MpP➢mJC11Q`tgSctDnIpLOR US[WnHCUr SPfClfKwgnRNRUIHOmIAaaN OF4xlWHIP1G IMC IS SiRKRYfnflaWEN TIMBER PATH BOLLARD - 'Ll' OPTION 1 SCALE: NTS CF5-T-A-GF-V-N-D-INC-E Large Pima (CF5) Specification Sheet ALBEMARLE CO., VA Project Name: KESWICK HALL Location: MFG: Philips Hadco Fixture Type: L4 Catalog No.: City: 24-1/2" Ordering Guide (62 cm) Example: CF5 T A GF 2 N D 150S E 23-3/8" (59 cm) FINISH TO BE DETERMINED. E 0 '1 Vertical lamp (V), Medium base (D) only with Flat Glass. Glass sag lens used with Cr, Vertical Mogul base (G) tamping. O, '2 Available with Mogul base (G) socket only. CD CV oN Specifications Product Code CF5 Large Pima Mounting T Top Arm Finish A Black B White H Bronze I Gray 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 15OW HPS 6OPAR/HIR/WFL/ 250S 250W HPS '2 150H 15OW PMH 1050 INITIAL LUN s 250H 25OW PMH Voltage E 120V F 208V G 240V H 277V K 34N O (V HOUSING: 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum. Easy access to lamp. Two (2) stainless steel `'/-turn fasteners secure the lens frame. A weatherproof ballast assembly isolates the ballast from water and heal for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FINISH: c- Thermoset polyester powderocat is electrostatically applied after a five -stage Conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for 0 supedor weathembility and fade resistance in accordance with ASTM B-117-64 and ANSUASTM G53-77 specifications. For larger projects where a custom Color is required, contact the factory for more information. >_ O OPTICAL ASSEMBLY: Type II Cutoff. Type III Cutoff. Type IV Cutoff. Type V Cutoff. Type V Cutoff (Vertical Lamp). Precision formed, segmented specular aluminum Internal cutoff refiector with horizontal lamp mounting. Reflector is rotatable in 90' increments. Clear tempered flat glass lens. O LAMPING: MH and HPS Medium base: E17. MH and 25OW HPS Mogul base: ED28. HPS Mogul base: E23.5. ELECTRICAL ASSEMBLY: Ballast assemblies are mounted to an aluminum plate or spinning, which is mounted inside the ballast housing. 4kv rated medium base porcelain socket Nickel -plated screw 3 shell with center contact 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center contact. BALLAST: vi 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 hal Ile ballasts are Capable of starting at -20' F or -30° C and HPS at -40T or -401 NOTE: All ballasts are EISA / Title 20 / Title 24 compliant where applicable. MOUNTING: Top Arm Mount (T). Arm sold separately. Mounting adapter welded to fixture housing. 01 CERTIFICATIONS: L ISO 9001:2000 Registered Page 1 of 2 J O PHILIPS Note: Hal reserves the right to modify the above details to reflect Changes in the cast of materials and/or production and/or design without prior notice. HA000100 Craftway Littlestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadwicom Copyright 2008 Philips CD CV J 1✓ 0 0- a� 3 HADCO PIMA ON CUSTOM TIMBER POST- LIGHT IL4' ) L2.03 SCALE: NTS m C 0 �I CD U IL U a) 0 IL >_ CVI O 10 00 d _--va"I CORE DRILL VERTICAL BRICK STAR TAT 15L PROJECT: TYPE: l-- 7 SIDE VIEW ( FACEPLATE( FACEPLATE DETAIL L 3. (76mm) (``roan) (83mm) u d 4 �° O 5" (127mm) 21/4" Dia. (57mm) 35116" O.C. I (84mm) ° d ° O LIGHT FIXTURE L71 ° d 4" x 6" Accessories favrgunseprooney) WOOD POST Remote options: (0 r TFI PMFPMMFW SPECIFICATIONS PLANTED GreenSource Initiative" Lens Finish SURFACE Metal and packaging components are made from recyded Shock resistant, tempered, glass lens k factory adhered to StarGuard• (Pat. Pend.), a I compliant, 15 stage materials. Manufactured using renewable solar energy, faceplate and provides hermetically sealed optical chromate -free process cleans and conversion coats produced onsile. Returnable to manufacturer at end of life compartment. aluminum components prior to application ofClass 'ATGK 1AVA1d1A1k+)41W91N toensure cradle -to -cradle handling. Packaging contains no polyester powder coating. Brass components are available chlorofluorocarbons (CFC's). Use of this product may BNSSL- in powder coat or handcrafted metal finish. qualify for Gmen5ource efficacy and recycling rebale(s). Integrated solid state system with Viechnology is scalable Consult www.bklighting.com/greensouce for program for field upgrade. Modular design with electrical quick Warranty requirements. disconnects permit field maintenance. High power, 5 year limited warranty forward throw source complies with ANSI C78.377 binning lumen CONCRETE Materials requirements. Exceeds ENERGY STAR' maintenance Certification and Listing Furnished in Copper -Free Aluminum (Type 360) or Brass requirements. -79. ITC tested to IESNA LMLighting Fads Registration per FOOTING (Type 360). LM-60 certified. Integral non -dimming driver. Minimum USDOE (wwwlightingfads.com). ETL Listed to ANSINL Standard 1838 and UL Standard 8750 and Certified to Core Drill SO,000 hour rated life at 7D% of Initial lumens(L70). BKSSL CAN/CSA C22.2 No. 9, CSA TIL B-58B. I compliant. Allows for mounting Into existing structures that will not technology provides long life, significant energy reduction Suitable for indooror outdoor use. Suitable for installation easily accept a standard box 2.112" dia, hole required for and exceptional thermal management. in combustible materials (Type NIDR Iq. Suitable for use in slip fit. wet locations. Suitable far installation MGhin 4' of the Optics and Cutoff ground. Made in USA Body Fully from billet. Unibody design Rectilinear design provides wide lateral distribution and long forward SEE heights lighting machined solid provides enclosed, water -proof wireway and integral heat sink for throw. optical dnofffor mounting well below typical visual glare angles. ,O. •= u en facts maximum component life. High temperature, silicone 'O'rnro"„"..,,,r.,m,.ea,mwkoravwrlr Ring provides water -tight seal. Provided with hard -coat Transformer •mr,e, sm, , "..pm,.ee rme¢mpn or M sae uom 6,..emwnmr (Type III) black anodize finish for maximum corrosion For use with 12VAC 4.115, .4 remote transformer, resistance. Weather -tight cable connector with 5'0, 18Ga., 2 wire low voltage Cable. Wiring Teflon- coated, 18AWG, 6GOV, 250• C rated and ceniBed to Faceplate UL 1659 standard. Cart construction with machined finish. Countersunk holes provide for flush hardware mounting lby others). Hardware Tamper -resistant, stainless steel fixture hardware. Mounting hardwarebyothers. B-K LIGHTING 40429 BnGryem Drive 559. C8.5900 •USA SU4-22-DATE DRAWING NUMBER 559.43B.S(s00 •FAX 559.438.5900 4-22-1 D SUB001025 wunu M1LllnM1llnn en .Inln(nlF41in6Gnn cram 3e 4' %41 CONDUIT ON BACK OF POST KURV-SW FIXTURES - FLEXIBLE (0-CAP) �a O 32n A mow MOUNTING RATED cut output LENS TYPE CONNECTOR DDNNIOT(1V END CAPS LENGTH WIXEIN WRE OUT (fO FEED) gN) NtATY-BW �. •�f2lcK K O ENCML n 82 �.. .� Yolgpe: 24 VDC WSC DIIY 1151. pp5 1T5T"OKVHOg11SW MA CiK 4YYY"Pobti2Ss BAL WHbllnaNldra( 1 268 PID�Jp1" PPS96 5 P2 LBW LgW ML BBL NIA ExcApsuuim PLooucrSApLxot nFlacumAeLl •4MtlY S'9 aLP i,cW4C Kra 9L qm CnanN NOTES: nano moawaa.smm ,env 1 osivn wrs wRelw9m yapr arr.4wnommtMapn mxiwanln sNnw lxttoaw�mma4a wwLnF •watwl.ccwwagP,al Rva nac u.xeuann 4sea"RZ Mi5tu2 nPa lnogeng Mp OUTPUT T.skdkrKURV-SV1 MODRY LENSwIMtEmbiry CONNEETOR/WMEIN CONNECTOR/YIIREOUT SO HIS VHO [ENC/CL ENG777, LBW ML sew BRL alwdecoupld Hbho*o tray Hghouput 1:6wAt 90w/k 65 w1k ENl ENC9L ENIGOL ENCIfL ENC>l;L ENC/TL �I/ �D- CCT LN CPI LN �OpI LM OW Ira OR LN CPo LN CPo 2/COK ilia( 94 iM -95 197 M 182 he 274. 94 241 W 2701 110'RD 103 97 208 9B 195 08 279 m 247 99 Encapslated Ehosiculaed DareWlla24' Male Barrel Barewre 24" Ne Bare Inew 11% 98 1m 99 22 98 IN 9e 2M W 277 97 OORA, InTmNdwent 350g1 121 96 115 95 213 96 2te 97 3% 97 296 97 40Dq( i� 96 121 96 229 97 213 97 294 97 284 97 TYPE ROUNTINO XOla2p XapwNW parfn112',l elppwi4Mpxadalfmalfwt SINGLE IIrofl only WBc FfAC BO � SI 82 ® 84 2s5 2S6 In 11 10100 In whie3nug.Cli9 RgdlSokchas"I bbprd*01p 91%GmiChow B®mks 6esmless ¢owe tina101 PASBTHRODSH (Inpd/OIIg1uq OTY:� QI O7Y:= all P7 P2 ® P4 21ss 0 VIEWING ANGLE W"1 �} P PPB PPBBa 'T,.• OW Ih -.- %y,}, �L In n SeamHse ORDFR ExRNPLE 'b.. ed i aa° womouoi Di PVC chenrel P/ AlW s9 p time aiiuk oNaeplee r1TY:� OTY:� FLEXIBILITY SOULESS END CAPS (NO FEED) END CAPS (WITH FE EO) DINENSIDIS SNPenwm Won't, CL WN Exl Ttrpsclonl I \��(��gJ/1�"(�I����III✓J/f����� I uUM'oure cmRxexs Tay y 5L\p1 �Ir ass s4Pf, MP4 Mile Pork Pmale 1 BUD RI pnnDlireectinal CLEAR EIILGAPS WN�r1EWVENLL'AP6 WITTFAFARWAR wNXVrr"WWAie (Standard) (SSBmIBSBa3Bp pvaRN�DaN WVe) p'eemlrg Ralux chl"si$ A'addedatted Wadded atern 0"etltled said 32'amel at am $5.$A P5 omalmstut 4u-almspm Duronspo ar an Glen m PROJECT NAME PATE COMPANY TYPE NOTE ©9619 O-T. All whbrewwd I 165 HNrst MIIbrti.GT 064G0 1 203:W76777 1 A44"a-mocom 1 uxooc-truI �srtkalron wbiectro cbana¢ I Rev-1120-11 KESWICK HALL I CHARLOTTESVILLE, VIRGINIA 60 SURFACE -MOUNTED LINEAR LED UNDERWATER IIGHTATFOUNTAIN L-1 n 249 WEST 94TH STREET, SUITE 707, NEW YORK, NY 10001 I TEL 212. 366.4107 1 FAX .31 C.552 2192 4 IL13' LINEAR LED LIGHT L2.03 SCALE: NTS LPLI Centinela aur( �n. If"C� R!¢ Cat. L-I Cat•#, I.PL] -T/R9-BLP LLfetu' LWitt-OtWSabt ttoiW Q&WWa�t�ltee& Natural Finish ORDERING GUIDE: LPLI LPLI ``Centinela" The Centinela is a stylish, low energy LED path light. Its contemporary design and slim profile allow it to blend seamlessly into the surrounding landscape. The Centinela is built witha state ofthe 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 to 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 Source: High -brightness LED (fight 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 3112" REMOTE 89mm TRANSFORMER REQUIRED L (LED) PL (Pathlight) 1(Stories) [[ Mount Options Finish C� T/R 9 BLP `00 [1/2] 1/2" MALE THREAD [NAT] NATURAL [G/S] GROUND STAKE *INCLUDED [BLP( BRONZE LIVING PATINA [T/R] TRIDENT SPIKE 6" 9" OR 12" 19 u2" [PI POWER STAKE 120V.-12V, 495p1m 1518" 41mm II P/S T/R *G/S 1/2" 111109 Nucaaaauw8 pmdun impmvementpm;gram, AumranBM ncerves the d8hf to modify product specifications without aodecerioo. Copyright 20m Au4amlight. lac. 2 AU RORALIGHT'CENTINELLA' PATH LIGHT -'L1' OPTION 2 L2.03 SCALE: NTS NELSON B Y R D W O LTZ 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 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CID, BO CHECKED BY: EG DRAWING TITLE SITE LIGHTING DETAILS DATE: JANUARY 06, 2020 SCALE: AS SHOWN DRAWING NUMBER L2001 VA PROPERTY LINES SHOWN IN BLUE U.0 0.0 U.0 U.0 U.0 U.0 U.0 U.l U.1 U.1 U.1 U.1 U.1 0.1 U.1 U..l U.1 U.1 U.1 U.1 U.1 0.1 U.1 U.1 U.1 U.1 U.1 U.1 U.1 U.0 0.0 U.0 U.0 U.0 .0 U U.0 U. U.0 U.0 U.0 U.0 U.0 U.0 U.0 U:�/U.0 U.0 U.U1 + 0 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0 + 0.1 + 0.1 O.Z- 0.2 + 0.0 + 0.0 0.2 + 0.2 + 0.2 + 0.2 + 0.2 + 0.2 + 0.2 + 0.2 + 2 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + + 0.1 + 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 + 0.1 + 0.1 + 0.2 + 0.3 + 0.3 + 0.3 + 0.3 + 0.0 + 0.4 + 0.4 + 0.5 + 0 + + + 0.4 + 0.4 + 0.4 + 0.4 + 0.0 + 0.0 + 0.3 0.3 + 0.3 + 0.2 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 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 0.1 0.1 0.2 0.3 0.4 0.6 0.6 0.6 0.0 + 0.6 0.7 0.8 0.7 0.6 0.6 0.6 0.8 0.7 0.- 0.0 0.0 0.5 + 0.6 0.5 0.3 0. .2 .1 0.1 0.1 0.1 0.1 0.1 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. 0.1 + 0. 0. + 0 + .1 + 0.1 + 0.2 + 0.3 + 0.4 + 0.7 + + 0.9 + 1.0 + 0.0 + + 1.1 + 1.1 + 1.1 + 1.0 + 1.0 + 1.0 + 1.0 + .1 + 1.0 + 0.1 + 1.0 + 0.9 + .9 + 0.7 + 0.5 + 0.4 + 0.3 + 0.2 + + 0.2 + 0.2 + 0.2 + 0.1 + 0.1 + 0.1 + 0.1 + 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 + 0.1 + 0.2 + 0.3 + 0.5 + 0.7 + 1.0 + 1.2 + 1.7 + 1.9 + 0.1 + 2.2 + 2.4 + 1.8 + 1 + .6 + 1.6 + 1. + 1.6 + 2.1 + 2.0 + 0.1 2.0 + 1.7 + 1.3 + 1.0 + 0.7 + 0.6 + 0.5 + 0.4 + 0. + 3 0.3 0.3 + 0.2 + 0.2 + 0.1 + 0.1 + 0.1 + 0. + + 0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + + 0 + 0 + 0 + + 0.2 0.4 + 0.7 + 1.0 1.4 + 2.1 + 3.7 + 4.0 + 0.1 + .4 + 4.8 + 3.1 + 2.7 + 2.4 + 2.3 + 2 + 2.9 + 4.4 + 4.2 + 0.2 + 3.9 3.9 + 0.9 + 0.7 + 0.6 + 0.5 + 0.5 0.6 0.6 + 0.4 0.4 + 0.0 + 0.2 + 0.2 + 0.1 0.1 0.1 + 0.1 0.0 + 0.0 0.0 + + 1.5 0 0.1 0.1 0. 0.2 1.4 2.2 3.0 3.9 5.2 0.3 5.1 5.2 2.5 1.8 1.1 0.9 0.9 0.9 0.9 0.9 0.9 0.7 0.1 0 1 0. 0.4 0. 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0. 0.4 0.8 5.1 5.0 6.1 5.6 6.0 4.7 3.5 6.3 4 , 1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.9 3.0 4.4 7.1 6.9 �1 7.6 7.6 7.2 5.1 4.8 5.0 4.8 6.3 8.8 7.3 Jp 4 6.9 7.7 4.8 3.2 2. +. +.2 1. 1.4 1.5 1.5 1.�+1.2 0.1 0. 0.7 0.7 0.5 0.4 0.3 0.2 +. +.1 0.1 0 +. 0. 1 + 0.1 + 0.2 + 0.3 + 0.4 + 0.5 + + 7.6 + 8 + 3.8 + 3.4 + 2.0 + 1.6 + 2.0 + 2.4 2. + 2.9 + 3.0 + + 0.1 + 1.4 + 1.1 + 1.0 + 0.8 + 0. + + 4 + 0.2 + 0.1 + + 0.1 + 0.1 + 0. 5.8 6.6 .5 5.3 5.3 0.2 0.2 0.4 0.5 0.6 r 3.5 + 4 2.3 + 3 3.1 3.2 3. 5.0 + 9 4.7 +. 1.9 1.4 .1 0.8 0.8 0.6 0.4 0.3 0.0 0.1 0.1 / +(J + 0 0.1 0 0.1 0.1 0.1 0.1 0 0.0 0.0 0.1 0.1 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 + 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 +L 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 ++++++++++++U 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 + 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 2.05 6.5 0.4 5.13 16.25 Landscape Illuminance Fc 0.30 11.3 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.55 2.5 0.2 2.75 12.50 Main Entry Path Illuminance Fc 1.81 4.5 0.2 9.05 22.50 NW Parking Illuminance Fc 2.48 6.9 0.3 8.27 23.00 Pathways Illuminance Fc 1.81 9.5 0.1 18.10 95.00 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Staff Parking Illuminance Fc 2.68 8.6 0.5 5.36 17.20 �.l 4 0.3 0. 5.1 4.2 0.2 2.1 1.3 1.0 0.7- 0. Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 22 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES [D-E 3 DF-M BACK -BACK 1 100 1.000 GE LED]4D OMNI 827-E27 O 12 L-2 SINGLE 98 1.000 El-S-24-3W 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE 0 1 L-413 SINGLE 10544 1.000 CF5TAGGF3NNG250SE-HS V EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE 0. 0. 0. 0. 0. + 0. LLI z 0 NELSON BYRDME W O LTZ 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 J V O J z v 0_ tD LL = C Q r n N V ~ U _ U J o o Ur Q z z Z �. Y 0 0 LU U' U LLI z Z _ o Q T\ J w a U Q Y Q F-: w w a 1-- U) L Y M F N W 3 Iq N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 STAMP AOT FOR CONSTRUCTION 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: R" = 1'-0" DRAWING NUMBER SP LC 1.01 P-% r-% r\ P-% r P-% T\ / 1 1 Q 1 r P1 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 2.05 6.5 0.4 5.13 16.25 Landscape Illuminance Fc 0.30 11.3 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.55 2.5 0.2 2.75 12.50 Main Entry Path Illuminance Fc 1.81 4.5 0.2 9.05 22.50 NW Parking Illuminance Fc 2.48 6.9 0.3 8.27 23.00 Pathways Illuminance Fc 1.81 9.5 0.1 18.10 95.00 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Staff Parking Illuminance Fc 2.68 8.6 0.5 5.36 17.20 Luminaire Schedule 110 Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 22 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES [D-E 3 DF-M BACK -BACK 1 100 1.000 GE LED14D OMNI 827-E27 O 12 L-2 SINGLE > 98 1.000 El-S-24-3W 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE 1 L-4B SINGLE 10544 1.000 CF5TAGF3NG250SE-HS EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE NELSON BYRDME W O LTZ 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 J V O J z v O tD LL 04 Q r n N V ~ U _ U J o o z z Z �. Y 0 0 LU (DU LU z w Z Q _ o J w a U Q Iry Y Q LU w w a H to L Y M F N w 3 0) v N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 STAMP AOT FOR CONSTRUCTION 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: R" = 1'-0" DRAWING NUMBER S P LC 1.02 PROPERTY LINES SHOWN IN BLUE + + + + + 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 b.o 0.o 0 0.o b.0 0 b.0 0.0 b. 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 \boo + 0.0 + 0.0 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 2.05 6.5 0.4 5.13 16.25 Landscape Illuminance Fc 0.30 11.3 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.55 2.5 0.2 2.75 12.50 Main Entry Path Illuminance Fc 1.81 4.5 0.2 9.05 22.50 NW Parking Illuminance Fc 2.48 6.9 0.3 8.27 23.00 Pathways Illuminance Fc 1.81 9.5 0.1 18.10 95.00 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Staff Parking Illuminance Fc 2.68 8.6 0.5 5.36 17.20 0.0 \ b.o 0.0 n n n .0 0.0 0. n n n n n n n n n n n n n n n n n LLJ Z + + + o.o + o.o + o.o + o.o o. + + + + + + + 0.0 b. + + + ++ + + + ++ ++ + 0. 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 00 00.0 O 0.0 0.0 0. 0.0 + 0.0 + 0.0 0. 0.0 .0 0.0 0.0 0. + 0.0 0.00.0 0. o + nn + n n Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 22 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES [D-E 3 DF-M BACK -BACK 1 100 1.000 GE LED]4D OMNI 827-E27 O 12 L-2 SINGLE 98 1.000 El-S-24-3W 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE 0 1 L-4B SINGLE 10544 1.000 CF5TAGF3NG250SE-HS EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE NELSON BYRDME W O LTZ 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 J V O J z v OtD N NL L. i- M LL = C Q r n N V ~ U _ U J o o z z Z �. Y 0 0 LU U' U LU z w Z Q _ o T\ J w a U Q Iry U) Y Q F-: w w a 1-- U) L Y M F N W 3 0) v N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 STAMP AOT FOR CONSTRUCTION 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: R" = 1'-0" DRAWING NUMBER S P LC 1.03 PROPERTY LINES SHOWN IN BLUE 0.0 0.0 0:0 0 0 0.8 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Guest Parking Illuminance Fc 2.05 6.5 0.4 5.13 16.25 Landscape Illuminance Fc 0.30 11.3 0.0 N.A. N.A. Landscape Stairs Illuminance Fc 0.55 2.5 0.2 2.75 12.50 Main Entry Path Illuminance Fc 1.81 4.5 0.2 9.05 22.50 NW Parking Illuminance Fc 2.48 6.9 0.3 8.27 23.00 Pathways Illuminance Fc 1.81 9.5 0.1 18.10 95.00 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. Staff Parking Illuminance Fc 2.68 8.6 0.5 5.36 17.20 6.2 4.7 3.0 1.6 1.0 0.7 A 6.6 5.0 4.4 2.3 1.3 1. _0 0 4.0 2 3/.3 + + 4.7 3 L4A 5.2# + + 7.4 4.0 3.5 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 V0.0 0.0 0.0 2) J . lx$�Ixl. 0.2 0.1 0.0 +.0 0.0 0. 0 22 0.1 0.0 0. 0.0 .l 0.0 0.0 0.0 0 0.1 0.1 0.0 0.0 0. 0.0 + 0. + 1 0 + 0.0 + 0.0 + 0 0 0.1 .1 0.0 0.0 0.0 0.0 + 4.8 1 0. + + 0.0 + 0.0 .9.9 0.1 0.0 0.0 0.0 0. 0 0. + 0.0 + + 0.3 0.0 0.1 .3 0.2 3 0.2 0.2 1 0.1 0.1 y3+0 ++2 0.2 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 1 0.1 0.1 0.1 0.0 0.0 0.0 Luminaire Schedule Symbol Qty Tag Arrangement Lum. Lumens LLF Description D 22 L-1 SINGLE 86 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES [D-E 3 DF-M BACK -BACK 1 100 1.000 GE LED]4D OMNI 827-E27 O 12 L-2 SINGLE 98 1.000 El-S-24-3W 8 L-4A SINGLE 10544 1.000 CF5TAGF3NG250SE 1 L-4B SINGLE 10544 1.000 CF5TAGF3NG250SE-HS EACH OUTDOOR LUMINAIRE EMITTING 3,000 OR MORE LUMENS SHALL BE A FULL CUTOFF FIXTURE NELSON BYRDON W O LTZ 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 J V 0 J z v O tD LL = C Q N U J o o QZ Z �. Y 0 O LU U' U LLU z LI Z Q _ 0 T\ J w a U Q U) Y Q F-: w w a 1-- U) L V M F N W 3 0) v N NO. Date Issues/Revisions 1 01.15.2020 PERMIT 2 05.20.2020 REV 2 STAMP AOT FOR CONSTRUCTION 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: R" = 1'-0" DRAWING NUMBER S P LC 1.04