Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP202000056 Plan - Revision Minor Amendment 2020-11-03
M KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS NOTES MINOR SITE PLAN AMENDMENT SDP-2020-56 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 AREA SPECIAL USE PERMIT SP2018-001 MAGISTERIAL DISTRICT: RIVANNA EXISTING AREA: PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. EXISTING IMPERVIOUS AREA: 2.74 AC PROPOSED IMPERVIOUS AREA: 5.48 AC LIMITS OF DISTURBANCE: 9.95 AC SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TUCK MAPPING SOLUTION, INC. 4632 AERIAL WAY BIG STONE GAP, VA 24219 276-523-4669 PROJECT #: L17-10405 INFRAMAP CORP 10365 CEDAR LANE GLEN 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: 75 FT SIDE: 25 FT REAR: 35 FT PARKING SETBACK: 25 FT PROPOSED USE: EXISTING HALL (MAX. HEIGHT 53.13') LAUNDRY FACILITY 3,805 SF (MAX. HEIGHT 20.17') NEW GUEST WING 40,000 SF (MAX. HEIGHT 34.00') POOL BAR 300 SF (MAX. HEIGHT 16.92') RESTAURANT 3,900 SF (MAX. HEIGHT 22.00') PARKING REQUIRED FOR NEW DEVELOPMENT: EXISTING HALL: 36 GUEST ROOMS X 1 SPACE/GUEST ROOM = 36 SPACES LAUNDRY FACILITY: 2 EMPLOYEES X 1 SPACE/PER EMPLOYEE = 2 SPACES NEW GUEST WING: 42 GUEST ROOMS X 1 SPACE/GUEST ROOM = 42 SPACES POOL BAR: 300 SF X 13 SPACES/1,000 SF GFA = 4 SPACES RESTAURANT: 3,900 SF X 13 SPACES/1,000 SF GFA = 51 SPACES TOTAL = 135 TOTAL POST DEVELOPMENT PARKING PROVIDED: TOTAL PROVIDED = 141 SPACES (INCLUDING ADA SPADSOUTHERN ADA PARKING REQUIRED: 4 STANDARD SPACES + 1 VAN SPACES = 5 TOTAL SPA ADA PARKING PROVIDED: 6 STANDARD SPACES + 1 VAN SPACES = 7 TOTAL SPA LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE NORT SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. CRITICAL SLOPES IMPACT WAIVER SDP201800016 KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS - MAJOR AMENDMENT & SDP201800017 KESWICK HALL ENERGY PLANT - MAJOR AMENDMENT SPECIAL EXCEPTION CONDITION 1. THE AREA OF LAND DISTURBANCE ON CRITICAL SLOPES SHALL NOT EXCEED 30,031 SQUARE FEET AS SHOWN ON SHEET 1 OF THE PLAN ENTITLED "KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS CRITICAL SLOPES WAIVER EXHIBIT" PREPARED BY TIMMONS GROUP AND DATED JUNE 25, 2018 7-1 . . vrawcsv` COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fox (434) 9724126 July 24, 2018 Williams Mullen C/O Valerie Long 321 E. Main Street, Suite 400 Charlottesville, Va 22902 RE: SP201800001 Keswick Hall and Golf Club Dear Ms. long, On July 11, 2018, the Bowd 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 are proposed on Tax Map Parcels 0800000000087.0; 080000000060A0; 08000000000900 in the Rivanna District. The 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 above, 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 COMPLIANCF. 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�ncll��(�Ie1(^Iref-ly/, Meg1 - an Nedosmp, A1CP Principal Planner Planning Division RESOLUTION TO APPROVE SP 2018.01 KESWICK HALL AND GOLF CL11B WHEREA S, the Owner of Keswick Hall filed an application to amend a previously -approved special use permit (SP 200800042) for Tax Map Pm els 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 2018-00001 Keswick Hall and Golf Club ("SP 2018-01 "); and WHEREAS, on May 22, 2018, after a duly noticed public heating, the Albemarle County Planning Commission recommended approval of SP 2018-01 with conditions recommended by staff, 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 hewing 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 informntion 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 2018.01, subject to the conditions attached hereto, including Condition # 1, which references the Conceptual Plan dated June 11, 2018 and the Narrative dated January 16, 2019, updated June 11, 2018. L 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 re� as recorded below, at a meeting held on July 11. 2018. Clerk, Board of o-my So . rs AL 1m Mr. Dill Absent Mr. Gallaway Y _ Ms. Mallek Y _ Ms. McKeel Y Ms. Palmer Y Mr. Randolph X COUNTY OF ALBEMARLE VIRGINIA 7/29/2020 SITE LOCATION r2 6)6 865 E Ga5 p nt es `nJ Keswick Hall FOX HILL ROYAL ACRES 74d Keswick c'' r2o 250 616 EIGHTS MAGRUDER ra FITZWOOD 17.1 rA 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 SP-2019-00001 Keswick Hall and Golf Club Conditions 1. Development and use shall be in accord with the conceptual plan titled "Keswick Hall & Golf Club Special -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" (horeafter "Narrative'l, dated January 16, 2018, updated June 11, 2018, as determined by the Director of Planning and the Zoning Administrator. 2. The 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 m described in the 2017 Water/Wastewater Plan before any building permit for the proposed improvements described in Phase IA of the aforementioned plan may he 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 itpmvement. 5. No unplaned 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 as 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, W 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. SIGNATURE PANEL: Sheet List Table Sheet Number Sheet Title C0.00 COVER C1.00 NOTES AND DETAILS I C2.00 I SHEETINDEX I C4.00 SITE PLAN C4.01 SITE PLAN C4.02 SITE PLAN C4.03 SITE PLAN C4.04 SITE PLAN C5.00 GRADING AND DRAINAGE PLAN C5.01 GRADING AND DRAINAGE PLAN C5.02 GRADING AND DRAINAGE PLAN C5.03 GRADING AND DRAINAGE PLAN C5.04 GRADING AND DRAINAGE PLAN C5.05 GRADING SPOT SHOTS PLAN C5.06 GRADING SPOT SHOTS PLAN C5.07 GRADING SPOT SHOTS PLAN C5.08 GRADING SPOT SHOTS PLAN C5.09 GRADING SPOT SHOTS PLAN C7.01 I PROFILES 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 APPROVAL TOTAL SHEETS = 70 DATE Sheet List Table TOTAL SHEETS = 59 � C O U CRAIG W J. KOTARSKI Ljc. No. 0402048507 LA-1 1/05/20 M E 0 0 rn � N � N C ¢ 0 > E LU a ~ U v 3 ¢ LL o LU 3 w � O L Q j U n J — Lri d p N (J LU N O�x to w � Q � v t c) = a)N = U > H ¢ C� O ON v M a � W LU %D 1-- CL 0 N z 0 FM r O a U LU z z p z o 0 O > 1:21 W W w (j) cz z C) Q Q Z 2 2 5 z z a a a 0 0 0 1b7_A1: 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A M 1 z W W 0 I� laaaaaal W F- V) Q Z H 0 0 HI Q LU Z > ()00 zW� OJ iY 1.—q 5- W m J Q 0 0 a J J T� i U `ui ) i JOB NO. 40241 SHEET NO. C0.00 0 C 5 ai N U C C F O U L � 0) N L GENERALNOTES 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 WVVVVVVYVYVV 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS i 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. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF & PROPERLY SECURED. 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/100SF & PROPERLY SECURED. 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 - TRAFFIC STOP BAR RE::Immm= STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH - - • • CENTERLINE OF DITCH BENCH MARK R-1 VDOT STANDARD STOP SIGN 200 -- -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1Q PARKING COUNT SEWER S �j EXISTING SANITARY SEWER WATER EXISTING WATER LINE g" yy PROPOSED WATER LINE -e 6" yy PROPOSED VALVE H 6• yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT " TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) � o 0 PER VDOT 18, 18, 8' 5' 8 8' 8' - T . YPIr.AI I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale R=1/4" 1 L-' 6• `EDGE OF PAVEMENT 4" PAINTED STRIPE Q. (TYPICAL) REGULAR SPACE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONC. WALK COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale SIGN AND POST DETAIL No Scale SIGN STD. U POST GALVANIZED POST TO BE DRIVEN PEMLTY � �� �� AWAY ZONE T 6'ABOVEtAj 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale NOTES: 1. REFER TO SITE STRUCTURAL DRAWINGS FOR FINAL EXTERIOR STAIRS & HANDRAIL DETAILS EXTERIOR STAIRS & HANDRAIL No Scale NON -SLIP BROOM FINISH VARIABLE VVIDTH' MAX. CROSS SLOPE 2% < a. 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. a. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xVV2.9 2„ aleT 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 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE 44 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 1w Iwo 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEI a SAWCUTTHROUGH U EX.SURFACE X COURSE w & REMOVE PAVEMENT 2' MIN. EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. EDGE OF PAVEMENT PROPOSED MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE BASE COURSE AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE. THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY MILL AND OVERLAY PAVEMENT SECTION No Scale O UCRp(GW J. KOTARSKI Lic. No. 04020.18507 L-P 11 /03/20 ,< M E 0 N OV N N 0 E w E aU.83 U. w O m" K W t M <_j Uc0 W J -ui a>oN (D W N z � ° v `�Dx O 0 R = w c � U j aLn c Ln rn y N � M a� CO J kD IL H DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' V/ W W /0 I^.L `W U) V J a I. -II z lmi� w z> z O z" W O Q w W 0 co E� J 0 Q z J J T. U V `W i JOB N0. 40Z41 SHEET N0. C1.00 Cc 5 a ai .N c� c a) N m m N 0 I21- o. c m O 0 N J a) m 6 c y C c m 1= m n c `o a� 0 �a- � O O W Z � °O �m 0 C E ° v C c o l0 y C O c 0 O 3 Z Z y O m o. x P o oT w Q L 0 .N o. rn Z3 0 A axi o a) '6 N N `c m N U C 2 E� v � c 0 N O O � C N ma 0 c y o O U C 2 10 c W O C O `-° o L F E L ` n. I\\�> / - -i, i- �>,r- /_ \i" ')I /'I\ iiir,J 1.i� ...,/,', ' ' / /" \ \\/ / / / />////>>/ - `{ -\` -�- I/ \ / / \ -- l I r I // / / / / 1/ I / / / / / ! 1 1 / n/ / ' 111 I II' \ \ I / I \ -.\ V \\ \ /��,/, ,\- I - f-I ( l 11/ /// / /r l l// ) / � I / J/,//// / I 1 - \ 1 / \ \ \ J \\ /, -,- - / / _i' / / I 1 \JJJ 1 1 / / / / -•/ I// / / / /\rr -, li r r r^ i,/„//// / -\ I II'11 II I \ _\ \ 1 II I / I 1 \ I ', I \ It) I \\\\\ \ /,- i/ , / / /_ 1 /, \ 1 , / I /Ilfl)/! IIII / / 1 / l// / I nl / / /,// .I' /�/r/// // / /� \ / I I I / , I � / \ /l/I \ \\\\ �\ '-i ^- / / _ -' / / //. J ' / / I / l -// , ////// /, ) I II) ! I 1 /J/ °\ I - I / // J r /J// / //// ' r �_ 11! I1/11 1 1 11111 1 / I '•, J 1-, ) - - - - / / " ^ , / - I / J - / / / / 1 / f /1 / I I / 11 1 l k \ ^ - ( I / , / / / / / / / I .. / I \ / 1 \ \ \ / / / / r, /r , I / 1 ,- �,,// J /l / I l / \ \ / / / // / / / \\ / I/ l 1 / t ,.,^'^ \\\, `, \ /'' % / / / f, / ' , -/ - J l / 1 / //'/'/- // / / ' I I I [I v° I l V k , r /, / / /// /, //r// //, /, \ \\ / //II / l // -- , I \ \ � J \ - - r v \\ \ \\ / /-// - / /.� -. // / , / /, / / /I �_/ ,J //fll. ;// 1/1.:11 /If '' \ / I^ I - " - (( r ,/ , / // //// // /J /1 11 \-�__-_-_ ---- / \\ \ -\� ''S_�''-'^ /'� % /r / / '/�' / / / / �J( //'r// /1 /JJ'1 / l ` r 1 \'\`1, / �) ,tom � //55 , // /',// '//, /��/// r / ♦, \ \\//^ //// / \---- r`\\ \ _ /-' /J / / I ' _'/ /.._ / / /- / /, J / \ - \ \\\ k v� �W,' -- ,f ' ,//, /' // / ///, // I { r // \ \ //'/////I/ /'// l ' I \ \\ ♦"_^ -��- _ \� _==o�- - - ' ---- ' - , - /,, , / _1 / -/// f / 1 I / / 1 0 /., , \\ // / / �/ - / / / -/,„ // / / / // / / / - / I \ / _ / -' --r- - / ii/'/ /r _ -'/l - - / 1/II) I / I I l 1 \ I J of l^� f1 -/i / / �'/ /♦ I / / /i J/ / / / / / / ,' / -__ \ / /~ -Ji / / / -- " - -I / 'I 1 I ( \ \ (/ I l `--O /� _, / r 1/ / / \ \ I / /, / , / / , / / _- - - -, / /_ _ /__ - (! / III I I \ I 1 I \ r / / /f' / / 1 - / //// / / / / , r J //_ _ - -i i -/ _ / ,/ii---�_-_%__- -J\ I/II IIII I l -446 - // / I ^---/,//////// , - / / - -- - -" / / / ' s / � / I ` �I ( / / / / / - , \ v. -, - JA, / / - ^, _ / _ )v/ J /- i / -'/, ---- i� - � _ -_ - �' - J// II \ ( I \\ ( I /l/ // \ / / �'� J /I / //- / - / / /' j 11 t b I \ \ -', / / / / /'/ / / J/ // J/ //I � - ff-z I)f \^•� /," l/ _ / /- / /�/ I / // / /, -r / ////- -/_-\- -fr / 1 II I \ \ \ I I ) IJ/1 J \ / ✓ / ' ' �--> /j \ \ \ \ / �// ' / / / / ' / ,' ---- l 1 I / _ -\ \/ - _ f /' ,I . J _ \\ , , / � I r \ { 1, ` .\� REFERENCE LINE -SHEET C2.01, C2.06, // \\ ` \ I \ \ I /' / J : ;'/ "r' / ' / , - ' 1 J ' / ' j ' ' / -- / /' ''� / - / / - - �� ' - - _ - y._ - - / I \ \ ! l I l 1 0 / \ \ \ / , , / / / l l / - \ / / f / ' -�� - - ,' / I I o - "// // /,- /'/, /- ,/-- —i -- — — \ — \ ' / /'/ // / 1 \, /Ill \ \ \ ( / / / I / / , / ) .' - . ' - _ - / � \ , , _ ,- // . -/ . - '� = _-_-_- - __� \- / • • ) I W I [ I 1 { �`1 Xs —C3.01 C3.06 C4.00 C5.00 AND C5.05 / / • \. 1 I / / / / . / I _ / `\_ / '-/J--I''--ir'r' J/ '/'-ii'/iii'',I I',,i,," i/ice=--- .--- \� ' I/ -I II\\I /I (I\k\\\ \\\`\ f /t o \\\� 1\ 1( r '1//1'l / J 1 \ J' J I ` l 1)'�-'/'/ ` /-'/-_'/ri- -'1 / / r-/////''i '////- _-- -�_J�' \'.r- ^ /�I I! f \ \1\ r I '-�__ a / 1' J ' ,�"- \ \ ♦"\ �1�'� ���� r���>'^m�\ \ 1 I / -'^` �' \/,-�- \ //��' i i� - - /1 '/''i/ice/'�"/,��'-�5��,I / I 1 / I\ I 1 I I \ / 1 -rr - /, \ / \ \ \ \\ \\ \1 I I I I ' 1 I I \ / I /' I I r -`ry \ \\ ,1 r/ - / - / / - ,, „ /_ REFERENCE LINE -SHEET C2.03 C2.08 _ J / r ( I .` \ �, I ` I -'' ,,) , ) - X \\\\ \ � ` \ \ \ I \ I I I I I \ / , ^\ , ', - - ,.-A) '.�/%//-/'%'"��� '%'i; /,-,,.C3.03 C3.08 C4.02 C5.02ANDC5.07 .-J 1 J r / 1, IC3I J ,�. p , J /�R, `\ ° \\\ \ \�\\\\\\ \ I I I ////--- I / i-' -( —� — — \ \— __---� / _ 1) /, V r / r--�',-.- i,- "''�'i" %/%—i ce/'/ e e r / - — r J / I , , '/ s/ \ / / / / o \\ I \ \ 1 \ I \ \ r \ �� / -/ \-ii,/- \\ \ _-' �- � �-__' /J/ I / ,�'"i,�/iJ,i/ /- i- I- ,i , - � ter/ _l��= � � � �' � J / l�J� � 1� � �/ \\ \ \ \ \\\\) \1 \\ 1 1 \ I \ ♦ \ / J / / \ I \ \ i_ / .' \ , ///J( / / ' _' o ' /J' ''1 // / i i "-/- it /_/r '' /iii �- - - = / - , ' _ - _ - ` \ = \ _ \ \ \ \\ \/ r - J ,r r' ( \ / / l , ��� , r '. , / / I r J f \ o \ \ \ \ \ , l \ \ / / / '!U //^i1\."'I,, )"/, /(-/-i'_I/Jr/,„'--/�i I-i iii:-"/ ,''r -� ^!' - --� `_ \ \ \ \ / /-� ' �/ \ /1 ;!, 1�- 1 \ \\ CE 1\�I��Y-` \ \ I'k) /r/\- k \ 1 / / / ,,/i /r - - \ - \ /` // ,1 / / \ .✓ 17` 'I 1! \ \ \ oo / \\ \ \\ \ \\ \ 1 I / J .- \ // (r _ `- //,// / l r \ l \ J//, /, -,I f/, ii'/,', / � / /lf 1� / ' '\ � \\ \ .\ �^1\ / ) / / [ I\l' I �1 I 1 \ ,° `v� -_ \ \\\\\ \ \\ \\ \ \ \ I 1 \ter, I \ r ram\ ) \ /_\� . e It, , I // ,-, -/,/ /--�, ,� ,-- r / �i - ) I v , ! J I f/l k 1 - \, .. l / I I 1 \ \\,° ` 1 1 \\\\ \\\\\\\ \ \ \ \ '\ l \ \ /,/� , 1 ° 111 - 1 \\ //♦J--�//.� \--J I--///,'///,/_///��i/i, //i//J 1 r -3// / ) /-' \ �1 °r I ) ( r / I ` ...r::' - J 1\ \ \ �\ - 7\ \\\\ \ \ \ 1 / l /I I < \ / ( / - ' /)/ / 5 r - / > / ' / - / , / -� / / -//, �/ ,, / /-,, ��-/i / \/ ' I / - J \ 4 / ' / l \ - _\_ _ / 1 l \ / l / l - r ' \ / \ ( / r .: t I l \ l \ \ \ \ \\\\ \\ \ \ \ \ \ \ \ \ \ \ J , ) ' \ - ./ , / _ o ,/ // ' -/ii ��i/ - r ) 1 ) / / l - - '- ` \\ \ \ \I l / 1 \ \ , \ \ \ \\ \\\ \ \ \ \ l \ 1 1 I I ,4 /-' - rii/ / v ) / ,/rJ,/,/-„/,//-//♦ram x/ Jam' / Jr __ -, \ ,`\ \1 1 l I \ ;r:X.i:' \ aB 1 \ \\\ \ \\\\ \ \ I J _/ J y \ \ / J / , I `I / J v \ \\ \ \ \ r / / I J / / o / / I , / / / / - //,, , ,,- / , JJ / ) / , / , , \ / \ \. \ \ \ 11 (' \ \ \ ' \ \ I \ \ \\\ \ \ \ \ \ \ \ \ \ \ l I ! 1 ! (_. 1 I I \ \ /_'iii // r)- / '/ / j-/ /,I „-i1-'////I J l _ /,i/ / / /' /- 1 \\ \ \ \ \\[ I I I I N /., >%:. 14a1- I \ 1 \ \ \\ \ \\\1` \ \\ \\ \ \ \ 1 I f ( 1 /t( ^It k \\ v ///, - '/^`I --/,I r✓f,lr//��/ii_///ii//i'//,--//I/\1 �_-_f�.:�_/-J/-'/,, ,-_iI //�-\ \\III/I) I )f /)I .^;!� i� I \ �\\ \\\\\\\�\\\\\\\\\\\\\111r// r'1 /l/J \)�`\ 1 -/ - / , / / J „ / / I - I _ / / \ / J \ / 11 / / 1� > I J J ..., / ' \ \ \ \ \ \\ \\ \ \ \ 1 \ \ \ \ I l l / ) ( v l 1 \ \ / , I - ^ / / / //',' J////r'//r///j// /1 / /! fit\ 1 I f r/ // /' f /- / l r l ( J _..r \\ \\ \ \\\ \ \ / / L \ n -.�i� ;�, I c (( / / - r J ,/ //,// It / 1 J / / / 1 \ \ J / f / - , \ I , I I k i / I I ) - N (r; f \ \ \ \ \\\\ \ \ \ ) ( ) •. ".. k \ \ ) I �i= - (J ` '-D I 1 r [ ! (1 r / / ///// / I r / J / / / / / / J / \ �, JJ (, , I` /i / 1 J r r I \ v I / ) t / I I ! 11 e 1 I r / / / c ? , \ - \ \\ \ 1 1 \\ \ , \ \ / / // I / 1 r l \ ) \ \ f - �r \,�nL, . , (U 1,J, /I/ i////♦./,/ ///I-////i/, ) ' ,' I('1 , ,, //J_- , ' /^\ \ f l /_,'/ I r l "r ° \ ! ;r, ::: ! kk \ \ - \ \\\ \ I I i /' 1 / r a \_ I \r I 11 \ \ \\\ \\\\\ II //// ) r ) \ , II( / / //// /// (/ / / / / - \ \ l ' / ,// ' i / I I 1/ii' n \ - P p \� \\\ \ 1\) \\\ \\ ,\1\)I\I(II;I 1 (� ! )„r\\\ \ 1 l V / < / , ///JII //,I 1 I J / , -,( / / / ' /^ _ / ) \ \ Il ( / / ', 1 ,f ` I\ \ ( \•//:is: °, O \ `\ \\ I) -\\\\1 - \\\ l l\ \ \ IJ II ' -\ \ -\\\ II 1\ -/ J / l ////// lI/// \c , 11 / / 1 , / / / i I ./ I I / 1 I \ ) I -,\\ `\ 1 1 I 1� \ `1 1 -\ ( /, ////////�,/ /rr)(I/ (/11/f/ /(//, //,I/ I`- \ I\I / �' I \ I !(/ii 44/ .F `p \\ \\\ r\ \\\ \\\\\\ \\ - I I\ {'\r\\ J , / / ///// / I / I / ) / / / , .. \ \/ / ,ii l l \ 1- \ \ \ \\ \ \l // "� \ \ \\ \ r \ \\ \\\ k 1 ( \ 1 '1 11`/ ' / ) /)j1///I / /!I ) / 1 1 ! / I / / / / /( / \ ', \ /1„ / -( J / )^ \ )/,, _// / -O. 1 11 \I 1. \ /) /)( J / \ )\ \\\\\1\\ f ,�\ . 1 \V \ ( {3/ -., r \J I/f (/ O JJJJ) lI ( / Jrl / \ J \\ ) / _ I h ./ _d �/ s \\ / \\\ \ I \I / I / a ` v(e - a _ II (\ l k./ ,I / ////1/'!(//ll//l //J!///I / l /f 1 Ir/ / I l/ / I,` /I /- / I 1 \k )yam\ /- -'/i/ 1 I 1__ •�/ , )' v .J' F" \ \ \\\ {:., \�\\ \>\\ v / I l \ I / \\\\\\\\\\\\\)1 -,J ', \ \ \ _'`,� ro ♦' I \\) \ rr/ I//' /// / /1 I' 1 / 1 ' ) l / / ! { I / / ' I / / I I �- / rl /� -'%-J / \ `r`. ! 1 ✓' w9/- ',9 .i:;:" ,-> l .\ \\, 0$ )�/ \:.. /' Q- I I 1_ j _ _ \ \ t 1 - \ \`\1\\\\\ \\I\\ \\ ( -, I \ �,_`-\ II\ 1 , �\\ ,, - rJ \-°\ III //////(I // \II/ I' I I 1 ( /1 / l /k / /, I Ik 1 rj I 1 I- )\ /l ' . �'"„ -I \ /- \, `<..+ -:, \\\\\ 6L ORDR / �a '-- _ �\\)\ ) \\\'\\\\\\\\\\` '' -I ' 11 ) ), ) \\ \ -I \ (- I\'!/ ,rI'j1/ /'I'! II 1II I// I I / I \\ \ l '' /I / . / - / O- /-�'i\•.. \\ I \\ /-,-- , bFCUQB.\\)\\ \\\ 1, \ ) \.• I / / f I 1 f I I I I I 1 I / ! I ) / ♦ \ I I I r\ ' \ \ l l / ) / � ' '. r ' ! - I \ \ I,\ \ \\ \\\\\\ J k I k \ ` ) l\ -\ --, \ I \ l/ f, ^ 1 ,1 1 1 I I \\ I I I 1 1 1 1 I I / \\ / J \ \ I J/ _/ / / - / :\1\ 2.02 \\ ( 11��////�/ \)�\ \ \ \\\\\I\� �\ cJ ' V r \ ) I _ _ _ \ \ \ - / \ > , I / I (\) 1 I / ( / - I f I 1 I k I I \ \ 1 I I I I I ' I I I I I 1 I I / I I / I / ) 1 \ ^ \ (> , > ,., �, / -�� ' / / / , /- / /\\ 1p l :"9 / 6F \ \ / / \\ \ \I I \ - ^ \ \\\\\\\)\) \ \\1 \\ \\\ \ / / \ \ 1 1 \ �, \� - I I I 1 1 I \ / 1 > / , / -�' r /. , \ \\ \I !- U \\\\ \ \\ \ - II \ I. - _ _= - 1 \1 II / I I I I 1 \ 1 ' J I ) 1 I / I / / \ \ \, , , / - / / / - - - ' -n / 2 .•.�.:' �-` t1.:: > �\ I \\)\\\ )\ \\\ \ \ \ \ J 1 ----_-J```�_- r�/[\l11\-\)JIII\\III\I11'I \\11\II\�1, I UI/ ' \ \ • -, -// J / i/r'/ ^ 1 \ / /I o I) ,\V V \I\))1\\\�\`)1\\\ �I ) I� 11 -- - ` _ �I ) -J `)I, 1 I I I 1 11 k k I t I (\ / I \ \ \ I / -, / - -// / / / / '�y�f `� k '\ .,.•h a „� l / \�1I\I11 f \�\)\)` I \\1\\\\ If �J \I _-_-_-_ --_� \ - , \ t \ l t I I 1 I \ i \ I I 1 \ 1 / - `' / , %, - / °' IGP /' ) .,. 1 ) 1 1 I \\\ \\)\\ \\�\)\\� )' ( I, J I _ I l / \ / _ , \ l \ \ , \I \ \ \\\ \ \ \ I I _--'```-�� \�� )I 1 \\`\11Jk1 I \`)\( / / /1� / /(1j1Vk\\ \I , \'1 /t \ I k `t\ \ \ \ \ \ \\, I -_-''/ '' ,/ / '/,'' '\` / f _ 4 / �- \ \' \ \ \ I -- -.\��\\\\ \\\ , ..)\ I \\ 1 II I/ k \ \ll \ \ \ 1 1I' \ l ( l \\ � \\ \_ \\ V _ , ,- ,- -'/ r \ _ / ::.w t \ \ M \ 1 P \ �\ \ \ �\ \ r k\ , 1 (1 _ - \\\ ,\,\1 1 ) 1 \`\ \\\!k \ \ ( \ I ( I\ \ { 1 \ L \\_` \ \/ _I - - ,-/ \ ,> I 1 ;y/ _ )., \ I \.'\\ p 1 R\\ \ \ l �■Vn o 1 I I -- �,\ , \lc \\ V \ \Ill \\ \\\ \ I I \ \ \ \ \ 1 \ \\ \ J \ \ - -',' '� /'/ ) \ 1 \\\ \ \ \ \\ \l \ I ----N\\\\\\\N\\C N-\j i1\\ \1IIf/, lI\)\It\\\\\\\\ \) \\\ \\`,\_,/--_ /' /i, '''/ _ \> I ''Y 4 \\\ \\\ /\ \\\'\\\�)\' \\ r I))\•J/1II i1 \ \\ \ \ \I / \ 111 \ \ l \ \ _ \ \ l dl` \ \\ \ `I \) \\\\\\ \ \ \ I \ / I :;-\ _'I, -I \\\\\\ , ,\-/ t \ \I \ II \ Ik I I \ \ \ \ \\\ \ I \ \ \ �\ to \ /' _ /', / -4; I° ) ..ti ,l - ��C \ \\{\ \_\_\\\\ \ \ \\\ \ \- c ,', / t Y :.. ...• _ / \\III (\\\\ \ \\\ \ IIII (�> I/ _ ,.,\\\\\\ \ \ \ \ \I ( \ \( Ill1\(I III \ I \ \ ` \1\ \ \\\ \ \\ ) \\\ - -,� - i /' '- I ' C \` \` / It I \ - \\\\`\\\\IIII{`\\ \\ Ik ) \ v 4 1 //: - - I. \ \ \\ \ \\\\ \ \ \ - ) l \' J\ II t1111(I \ / IV / I k \ \ \I \ \`\ \ \ I\\ \\\ ` \\\ -'', --i ,�'/,'-,> / // �� ` 1_.� \ (>,,. I III t 1 1\\\�\\\II .\ \\I\t)I 111 ,-(- I I v f I1 / _ - \ �\ \� \ \\ \ \\k `\ \ , ' JI ( \ \ \ \\\\ \ I \ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ l , \ \ \ - - ' I o I I \\ IIII \\ \ \ v1 1 \ l - ,//-' e:k - .. -_'- /- Ai- vic17„\\\\`\� .. ) `}!. \ k• \\\\)IIII\\I IIII\ k1\I 1 \\ Il)/ J \ \ \\\ \\\ \ \ 1 \ \\ \\\ ( \ \\ l 1 \ \ \ \ \ , \ \ \ \ --- -1:+- �_,,\ - \\\ ^' i \\ \` \ \' \ 1,..T ' I _ r \_ \\I\\\k, \ 111 \k \ l\ v ! IL \ ,\\). \, \\ \ \ \ '\ \ 1 - \ ` ___ - , - - r - _ _ , REFERENCE LINE -SHEET C2.04, 09, °/ q'V \ \\ \ J .` /J/::: `\ a\`I\`111'i IF 1\I) �, �t �r';'(^ `--,\ \\\\ \ \\\\\ \\\ V\k I \\ \\\\\\b- 1I \\ \ \ \ \ \ \ \ \ \ \ --` __---/ _ - - -- 3 r r ° 5 ..; \ \\\\\\\ ,\ \I l\ 1 \ I ( )/ ` \\ \ ` ` \ `\ \ \ \ � \ \ \\ � \ \ I 11 \ I I \' )` \ )\ ^ \ \ \ \ \ \ N. \\ \ \ \ `\` \ \ \ ` \ `- - - - - ' - / y J., ( \ r r , / , \ \� \ \ \\ \ r ♦ f /?:. \ \\I\IIIIIII 111'\ 111 III 13 `, "� a / /jl /I // I, _ C3.04 C3.09 C4.03 C5.03 AND C5.0 -\\``\\\ \\�\\,\\\ \\ \` \\\ I11 I •\\\\\� VI \\ \\\ \\\ , l `_: - ____ - ' /.J- 1 ` 1 ;� ° ( •3' \\\\\\\\ ,.. 7'. r/Trr /`,>::.\o l IIIIIII,IIIIIIIIIIIIII\`�j \ jiJ/,//(/ _ \`�\\ \\)IIII\\\\`\\1I I\ \\ \\\\)\,\\\\\\\\__\`____"__ - \ \\ 1 /, rn / -, C `/ - \\\\ 3=:j11{'.... I I(II /// I _ \ \ \\ \\\\ \\ \ \ 1 \ \ _ _ - — \ v'> v s„ \ \ \ °3 i .. \ p 1 111 I I I III , I , / \ I. , \ \ \\ \ \\ \ \ \ \ \\ \t 1 \, \ \! \ \ \ \ \ \ ` \ ` - _ - - - - ) \ / n y.rLv' / f , _ Qs / \ \\ \ \, \ Q•:: IIII) II I 11 I { l /// / / / __`\\ \ ' \ \\ \\ \\\\\\\ \\\\\ \ \\\\ ( \\ \ \ \ \ \\\`--- ` -'> -- -_/� \ ' 1 1,: .. , "' �� °1,: a - -'�7. '\ * :. O' 'J45, tP ,,_\ \ \ \ \\\ \\\ ::I\1\..: 1/ III1111 I-i/////I- / - \ I I \` \\ )\\\\ \� \`)IIII \\\ \I \ ,, ) k(•L.\` \ \ \ \ \ I --I.;- It ` , / / \ 9 \\ \\ \ .h"4\ ,:: /% //// l``-" I / / )\ I I \\\ \ \ IIII \ \\ \ \ \ -� .. - - �� IIII \ \ ` \ \ \ \\ \ \ \ \ \ \ \ \ \ \ �\ \\\ \ \ \ 1 \ \ \ \ - \ \i \ - _- _ - J \ \ - > \ t �\ \ I \ �/ ' / / / I 7 f)i . , / - \ I (" .1 5" ; 4g2 \ \ \ \ \ \ \ / /I / ////� / I \ / / / / \ ) \ IIII\\\I, \\\\\\\\\\\,\\\� NN�)I(\,\\ \ \: ) I J `_ --'\ ( 1� , l 'jr M f'> '-' �'1 ;> \\\ \\\\ �.\... { // " //\ -3� , (/// / \ \ \ \ \ \ \\\ \ \ \ N \ \ - \\ _ -- \ _ , _ I , - 1 v :!,i-: / }, f -\ � \ \ • \ \ .> i/'P I I� ` l ' - ('J I J \ I I ! 111P\ \ \ \ \ \ , \\-�\ k I \ - = \- , `I ( `\ � r/ r 1 5 ` \\ \ \ \ r: / /i / 1 J / \ ) 1 IIII IIII \1 \\\\\\\\ _ \\ \ ) \\ \- ^/ \ j ` ) / / / ::, \ :1:4 kY/! //) \�� \ 1`J'I ////f I l \ 6 l r I I I I I I \ 1 11 \ \ \1 \ \ \ \ \ \ \ \ ^ \ \ \ 1 1 \ \ , J'. t 1 \ - / /- , / >":,. \ ) \ I' I`'.: 3 v \'�. \ /. J:Alr \ \ ` / / / ` \ \ I I 1111 1 1 \ ) I I \ I \ \ \ \ I - \ \ \\ � \ \ \ \ \) k 1 ° l � I ) _r \ I 1 - , /,/ /, i, '/ / ` I .' ' / /,. 4 i O ,•. ' � 43. \\' 4:k \ 1 11 j. k I \ L -�\ I I // / / ' r '1 ( k l I I , k \ I lIIII\ (Illl1\\\\\\`-\ \ \ \ _\ \ \_ \- , /i' i'I/ - /!{S:-/ c�l \ / I °1 ( /� \ \ [t1'..\'> .,\ / I l I / ( I I I \\\\I\\\\\\ \I III, \ 0 .11(\`0 - \ I \/ \ !/, /i /,�/�/' r '� 'Y / I( I1 /\ J � / I \ J I ill ) \\\ \\\ \ \ \ 1 r ) / \ `/ ( alj.lar)i',:.r.(`\I I I I!I(lI-I I \ \ I I I I J/ I \\ 1 \k I\ \\ 1\ \\ '\ \ \ \\ \ / / / , ) - I )) /-/)r / - J G J([° � pi ! 4 ; 1 I1:.1 �.. \Illlllr'r I� I t k I II 1I I \\\ \ \ \�\II _,N- \ 'x //,//,// r, l n //F// ID � 2 / k !.1{... I\ I I I 1 I / / I I \ I k I I I \ \ \ \ I \ \ \ \ \ \ \l -r?" iC j (/ J, /, //r / p / 1 I \ �_. J v :�� \)) [1-f. }:: ) I ^ I I I)j1j11 / I I I / 1 1 I I 1 / \ \ / \ I \ \ \ \ I I I I \ \ \ \ r ^ � -- C / / / / / _ t .. / (I F L l ( l I r , ! / ` I , I [ r- / F, ) I I t \ /1 \ l\ \ \ --\ ,j f/V `I _ ,` J Z, ,',%/�'//, / ,, ,�'I p J... i<{� F' I 1 t6,1:..,J \\ I 1 I I 1 I/ IJi-r I I ) 1 \ 1 I \• \ \ \ \ ) \ \ \ \ \ \ \ \ \ \ ^ \/f ( l 1 I / / ' / ' / / i , / % - ' / "T ^ \ / f 1 l� I . ..�'" - .111 mom am ( � I ' \ r / 1 ( I A I V A ) A V Av v v v . `��I_ / //,---'N///,/ / / , r I /) `V // / I i : m / hi � ill' I v, i II�IIJ[Jl[ `v ) 1 / ! ' ( , v ( / rf J / I t \ I \\ \ \ \ - 1r ) -//J //,j/( I( / \p8 /.:11 / !!!11 \ )I 1 1 l l 1 /� / \ 1 \ ) \ \ I \ I \ I \ \ \ ` -- , - /// -i �.., / / / / J/ , � li 1/ \ - — =I Ir .(fl/ ` I IIII/) I / f ! I 1 ` \` / I - ) / I ) \ I 1 \ ` \i \ \\ \ \ . ) \ \ l_- -- / / // /"' / / ,J ' 1 , i `' 8:'' ( „'. 11 1 \ II I / 1 I 1 I I . , l J I.. I ( ) \\\ \\ \ \ \ .. _ / - /II /J r, ) O- )! \ 11� 1 G,.. -s>Q _ '') IIl1/, r �l \ I f [ ! \\_ \ \ ) 1 ( V \�1 \ \ \ ) \ \ \ \ IF-. \ \ \\ \ _Ir^ `'-/j///,,/ / /// / ' / M J(( I \ ` ' \ \ ) I 1 \ �.5.;' 1 /J..'I 1 1 \_ IIII 1 1 \ ) I I 1 \ \ ) 1 ) I / , I 1 \ 1 \ \\ . \ \ - /, ///, / o /, / / \ , ,� - - - �.:' r / r I I_ t III IIII I ) \1 \ 1\ ✓. ) ( k \ \ \ ) \ \ \ \ \ \ . --- / J, I I / / \ /� ( \ / �` ( J:; "�: I / ii / l'! II111 ///yl ' ! /11 1 1/1 I I I 1 .' \-1 \ I 1 I \\ \ \ \ ) \ \ ,- ,/ -'r r , l c c \ / I r I I [ I f / / �\ 1-- / /) I ( ) \ 1 \ 1 \ \ \ \ \ \ k \ \ ` \r,\ \f \--, / -/ / // / / // , , I /I/ u%`o+ \\ /♦ � \ ) / 1 , 3 -. /.' Ill `I I /!// f , I l I/ t l \ \ \ \ \ \ / / / \ I , _ I / // , \ -- 11 / / JII// ^I \ \ \ l ---- i I / \ I I \ \ \ \ ` / / / [ \ 1 I / I / l l / \ \ I 1 1 'I'll 1\ )t \ \ \\ \ I \ -I \ k \ \ \ \ \ \ \ \ ` \ / _ ,. !_ � / . J ` > , / r I - - I _ - \ (I t I �� �� / l A V ° - �� ,/ ,( I I /)I/I�! .( ! / Avv 111 I I /// I ( ) I A A I V v 1 ) V I v v v v v` v v N� / /` 4 ) // / / 11 / v A , / I / ,, 1— v �'\ -. ... .,,. ✓, / / [ //,II ) Fnf I . l/' /r it V I/ 1 ,III I \ v / //// / ,k A \ t I \ ) \ , r , U6P 1 I \(� \ \ `�,, I 8"F. , 1 •. 71, � ) r: rpo O -J!fI \ t / �[/I I \\ I\ - \ \ \ ) \\ ,,REFERENCE LINE - SHEET C2.05, C2.10, / ,.'91 , ,` \ I' ! // ' lk `s• I - 2 � l / I I \ , I /Il JJ /jjjj / 1 , ( I I I _ \ Ill ` \ \ - � / !' - \ ) \ , \ \ \ \ i , (\ \ / k \' \ .. \ G FULL CRY LANE �,, .1 , �,.�., ! f I / //J 111! l/,,ll l ) I I I l ) I r f I , `I\ I I _ \/� 1I ( , ; \ _ '1 \ \ C3.05, C3.10, C4.04, C5.04 AND C5.09 \ ` " \ \ \ ) \ \ \ / , I / / , �\ \ I I11 III /II ( I .1 1 ( 1 , ^1 / \ \ - I \ •a )1 \) \ .S I, k \ '� 1• r m 1•- �� >� m== ) I I I 1 1 r l 9 r I ! I ) 1 \\ 1 \ I \ I \ < � - ^\ / / \ I i I IIII II\\II 1 \J \\ \\ r (1 )/ I I \ \1 \\ f \ 1 r \ I ) \ I. \ I IF) ^> I ` r v I , I / / / %W ( I c- \ \ \\ I ° J \ \ . \ J I \ \ - J ( (- I \ \ , \ \ , \ / 1 \ /> \ I) ll/ - v \ \ \\ \ \ '. , M \ I > - \ \I) \ I\\1 I:.>1: C?.:::: kI \ \ - \)/ /l /rr I \\ )\ ,V L,\ "\ I, I \ 1 I 1) \ \ I ) I , 1 ->) / - / I r- / 1/\ \ r J 1 \ I, \\ \ \ \ I 1 tj ^,i \ \ -\ \ \ k. \ 4. \ \\ , / / ! 1 ) k,k\\ t \ \ 1 I �\ \ I k I I I -, \) / 1` \ ) \ \ V / \ \ \ \ ). : \ \ \ \ \1\\ \:' 1.: \ \ \ /- / , / \\ \ \\ \ / I / ) \ _, ✓ \- ) _ \ \ \ / I r \ \ \\ \\\\ \\1 \ :\ ) \ , \ \ \ /// // - , I I k \$.\N \\ I ) - , I I I I I _,\ 1 \ _ / J ) 1 \ \ \ lF.\\\\1' ) / ! \-\ I 1 \\ ' ( ' _ - I/ /� \ \ �\ \ \ \ EXISIfNf,KESWICKHAL� / I ' / ' \ -\\` `\\0\ I 1 ) I \ 1 I J I / \ I \ _ \_ _ \ \ I ' \ - - / / \ y.;' \ / \I \ r, \ I k _ Z , I / .. ^ \ \ \ \,, \ \ \ / I I 1 1 \ \\ \ I 1 I t \I II (( ) > I ) ' ` ) I J r / l \ \ \\ \ \\ / �\ / \ / I\ -I' / 1 \ . 'i �: \ \ \ 1 I \ - ! I t 11 l / O\ - \ e / ,I ' \ \ 'c �')-. I , I \/ - �` \�`; (f J I/ 1 / I'�/ \� \)J s� 'r a ' Il I I/ , \ .. \ 1 I I /,J/ " ) / ) , )\�,\. \ 4 I \ 4\\ t k I \) / / ," / / b \ '% t 1 O I ♦ \ \ k1..0 . / l 1 / V I ' / \ \\ i ( / r / I L � \ / ;9,7 ,i� \ / ( ? I !/ I / \ iE^j' \ 4 \ \ \ ) I \ 1 1(r/r- : ^ 1 ; / J J I t / ! I \' 't I l ( - t I / / o tl \ i°' � t- `/_ 43j / \ / / / �\' I \ I - \ v s8 - l l / J '{\\ \ \�\\ Iyy 1)\� j11111\) It k. 3..` IIII\ /"-\ / I \\- /' I / �',/ / JI / .,'O _ 4 v / '\ ` d,. - \ N \ k `l' ( I I I 1 1 v I I / ( I 1 l \ / - \ o ^ o \ \ •`: yJ// .A \)\OI11'A r l I II 11 I k - JII I I/�\ 1\ //I -) - / / l / I (� I I / I I ( ( I (\ \ , /-\ _ 37\� �\ \` \ \ 1 / I w > a` " /1 t I' �457� • ..; 1 J�1 �'\. , 1Sj I I 1 1 III .. I I I / /� \ / / / 1 / , r ( �/ °, \ \ Ill°G - � / �: , r - 1 . J 1 ' / \ ,� ) \ /I % I \ \ \ \ \ / I v �11( } ( I I I I 1 I I / ' I ( - / / c r \ ` 1 w Q \ 97 \ \ 1 / ) r I J( \ ) / ( UJ \ \ ,IN\ . ) s l) \ \" / Ivl ( [ ) i I I "' I \ \ 1 .-, / 1 / �) \ \ 1 '� _ / III i (} J)'{.{; { ) , 1 / , : - ' / I / / ) � \ \ n S6._, m I I{ ( / I h II 1 I I ��-rl I I 1 - - , / / \ // / J J 1 ( I - o J ! / ) \ ( ^ / / / ^ _ I \ \ / I 1 I ) , I \ \ •. I I I rn ) \ ),. - r 1 �j I I / 1 I I - - - , / / r / ) I / /i I ) I xw JJ II I /NI ^i \ I` \ \� O \ r1} \ �i`,. \ '\ J -/ /� Ilij�.l,{I1'f {'. t.i1 I I I11 I I I '// r' J J ■ /Y ti 1 \ 55 - { I f( f ); 11(I I '- 1 I' /'' , \ ) ! ) / ! / J J ^ / / / - -. // I I \ ��? 2303 q�[qqpp UGp� l \\ 1 _ , / , � ::I j . V / � I I 1 t r 1 I 1 / , / 1 r / / I // \ J QJ�*-, Ia r I ® \ - \ �) - I f .. I{ {{ .:l I I Ili , I _ J/ / --!\ _ / / J, ti I ( 1 / l -/ ' 1 ° r r/ / 0 / / JC0 Cd /! �I I \ y \ \ t 1 It •' \ - f\ / I 1 ( I { 7 1 I 1 I I I 1 I r / �/ / , / J / / 3� , / L r _ 1 Q av� � / I 1 439 17 Al \ � l � � \ � - / / 1 1 f ( � / I i ) ) / / / F`ti ) 'I J/ / / I _ 3s- � \ \� ) ' \ / / JI / :1 l4t' rl{ 1 1 I 1\I l \-I i I / / / I ,\_ �■� / r / I ) // ) .� / - 'r'1 " \ / /L / //V � ��\ \\ III - \ {..J ) OI 11 I t I ---/ // !T// I r / / /l \ ((< ) 1�\ ` `,,. - ) I I F j 1 I' \ 1 t 1 I I - f / /i / I f / N ) ! / / I 9 / \ \ Ury- � ti \ :I { l �' 9 1 ' I I 1 1 I 1 / / ) - ' k / 1 / 1 , v / A2� I - f, \ L 1 '� \ k 'c \ _\ I , ^ \ r , , 1'f I I I \/i / _ ��.. � / . \ I I t:P I 1 / � \ \ 1 1 )IIII \ _ / / , i r / rJ 1 / f ( I ` \ \ � � r I / I / 1 1 / I / _ , / -) - r C /'1� '` J/ / . _ 438 \ \ \ X I \ ^ n _ I \\ - -b�' GI '` t.... 1 a`5 I - 1' ' \ \ i {/l{ {.....: . - ) I I r III I / 1 I I \ 7 1 1 I 1 f ' ' / /I / /' '/ -- f 1 I > , , / I , / / r _ / \ // 1J \L. 1 \ 4 \ CY -\ \ / \ ' { _ _ -o 4� • j ] J ! }-.` ! i{ (/ , I I I \ I f / - / ' ♦ '/ 1 ) �, ,/' / / < ) /' -\. �� )` \Q V )[ \ G ) \\\ \\ , \ \\ _ _ `` 1 ` 4 ^4 1 1 r p /1rt 1J(/ t11" >/ J ( Ill 1 tl I I J '- / I /r /- I ) J ( - J \ /r/ / I / / \\ ?y ll/ I \ .x, \X ) `\ \ )\ 4 $�- / / II sS" i' Ji..:r)-:`/ )I r 1 r l -\` 11 l / / / , / //,i/. I / / l r // / -( J i / /' ` \? , I ll� � \ 1 / - .'\.\. \ \ i.: ::.. Y. :Y ./ Jf/ C7': / 1f / I I / I I I ( I/ / / / / /, 1 / f 1 /,/- / \ \ \ l/ I e..,\',.. \ \ems- _ .8 9 / /. tf / / r ^ 1 I \ r\ 1I/ // , /// /': f' I 1 / / I 1 -/ \ ,' '- JI -'> ✓ \ \ °ai`� \ //l/� \) , 1 / ' �)\;'.. ' \ ^ /9 `- 6/„,. II f>!f {: i / I !I I J Il \ / \ d / J//'.JJ.J / l / I I I I I)\ I , / / // -Z, 'l,/ 4 \ l / J \ 438� `\)`\' \ 4j -.,\a ., ,./.. , 1 r J'///.'` /l1 r III I 1) I 1 ) 111,1 / I // I , � I I .I J /' / / _/_-- - 2 I - -- — /I '\ / � I !( \\ ,\`�'v� \\ \O �,y=•44$44 `,:,y0' 1 rN;( ''/I�I//r J1 f \\\\ \\\\ \„\ '71111 1 111j1)/ //,/, 1i/'/ 1 J l /, //n• / / \ `4 \ \ \ \ J/ I \ \ h1 , v`11 $' B 44744 I - , F..' / I \ I l \ e 1 It J/'/// I'/ J( \ °\ // ' / - - / (/ Ash, \ d / / 1 II I \ w .> V - - _ - I \ /� M/ I 1 \\ I k II / /, / I , i fir, v / \ / 1 / " / .o / -\\L. — 1-. / �r 1 y. J \ I \ \ l I l I ) V 1 1 \ I) ' /, Ji/J JJIi / I_ r//r // / \ � 1 _ / \ �I, / L S\ 431-, \k \\\ -J •4q -, I// ,':-:./ \ k / I l ) / I\11"\-�i/////// / / r r kf / - %'� - \ / // ',- \) / ( \ Q? / l \ \ I / , rt., \ / \ SS Q \ \\ / _ _ - - - / \ \ \ `\ _. _ ti \ < $—�4 •.,�.., / .. l l (/ / i d 1 I / I \ \ _ - / O r. / /r , ( 1 / , _ e \ \ \ // - �/ i - y y // //� ,r':. �) 1 )\ \ 11 ) ) / \ (-••., r , / / ( / / \ I _ ,\,.. �. ) A / \ \ \ A - •..° / I ' I L I I l I I [ \ = - / / 1 n ,\ / r) 1 / I r\_ v !I/ // / , -� k\\\. / / / ,\.... 1 Q ` _\- /) , :, 1 / I 1 - 1V J/ 1 J I !I' r 1 �a \ \ -- * \ / , �_ - / �_�\ Q\43\^ 4'/d{ t I f / / II I `1\1\I 1 \ \-- - : - > / ) I / , / / /� \ / \ a. ' / a36 �) _ . 1 �� \ ■ - PRn1�O �D F16T�L IQN - - _ ; / J ! '/%%° ,,/,� ` % r'r, -' l ;(�/EL j9 / / p \\\/\ - ` __- �::\ 1 J IIII- •� -/J/' \ �� 439 ;; \ \ 442 k /.:. 'N \ / i I I I l \ \ ' - / / ! /v / /,/ C - - ` ,\ }y 1.``. I / r \�- ...% .:: _ L s •. 4- \ N/ \ / , ,d \ \ / \ t I \I I - / / , / l" r /�i ..\/^I /rr I \� \ / -,'/ /' 7\,^ `,\\)^ \1`\\ „ \� ( \� .... _ -W_-1, r k I d9,) //� l I 1 I r ,,� ,/, 1.#' r j / / / � I 1 I /.. / A`l �, !i \ \. 0.\ - _ _' - - - - _ \ 4 b / I I /1� / -- \ J / `) \ \ / / / 1 3 - i -- � i I - ° ) (,/) \ , ,�\ \ / \ \ "'O(\ / / ~ L �\ v:'\ * \ I / \ \ J \ — M. — 5l - `- _ \, \, /JJJ '\ - J l /r- -, -=(-=s-i i% i !. - 1/ - / � \ ` / \ \ ` I , \' J R2� \ \ ' >. `:k\ "`�\\ \ �` / (::)GP IFt — _ - - - - - I \ / J �, i '� f .�"` I 1 t / - ' r - - - !\ .r /- ' - - ` v \ ,- ' T \ \ I \ \ ) ," > \ \ \\ ....\,. \ / 34' / _ - �- - `` = 1 2 S\ ` - - ,* bh / ^ - ` I -'-- `1 h t \ \ o ` \ `- 1 r' J , ,- , i / , \ \ \ k ( I \ \ �'\w\'v ,, -/ \ 14 _ / \ 1 `a , I I III , L I \ 1 \ ) 3 /- ,-,/ ..ti •�..\\.i w �'^,-.... / LJ( / A3 r J - - /,/ J/ r dd`ti9 - '�� \ 1 2y �I`\\ \ \ [ `�a„ / 1 I I , , /i / I) ((\ ( \� � \ \ \ \ 1 \ \ /`> , \ \ Ii\ ` fin" ' •....... ,,��. Y \ r / , / 1� - - - - , \ 1 y� / / _-' co \` \ \ ( l'j-� `( lJ - / i , i .. { I I, I - \.�- ✓ 1l \ - - - - _ •\ ' ~\. \ \ I \ - - .i ti �.' l _ _ \ 3 - ' 9 - y `C �\\ Y �S - \ - - - , \ ,\ \ \ I 1� \ I _ \ \ ` , , ) \ \ r , { \ v.:- x x •s"., :.,_.. •w )('- ` �) _ ✓ \ '43 0 42 O \ \ y, \\ \ �'/ ( \ _ \� \ \ \ \ \ \ ` \ \ 1 I \ \--, -- -•\- \\\ \ \ \ \\ ,` \.> o �\ •}� �. �w -.. � Y \ \" \ \ a/ // \ / Q'„ R�.q�/'L - .=,\�` `\\\� \\ `\\\ -`) IIII '\ \ ^ ) r/"✓_ r _' .\ \ \\ \ \ \ Q2?`^ , \-. \\ "'>4- 'T ,.`',�`•':`Y.. h,-'*. ram'' -- \ _ ti ®® _ , ` \` �l _____ _-- ^` \ \\\\ \ /JI \\\\ \ \\ \�\ \ 1 IN I N. 8_- I. .. S.T. 8 \ - _ _ __ \ l ` �^ I, /------ - `^f \\ \\ \\ \ \ \\\ \\ - \ \ \) \ \ \--\ `I _ � \\ -`: '_ _ \\ \ __ O// �/ /- - IIII \\ 1 /\\ \/ b \ �<.,)!,1//✓, — I __-\^IIII\ `I\ \\ \�\I\\ 1_-j�// '( '\\\\\\\\\�\`\\\v) I, \, f ^ ^ l k ( \\ \ \ \ \ \ \ \ / \ ` , \ I , r \ _ \ \ \ I 'G \// / --- - \ ) 1 ` \ G \ cn _ _ - _ - ` \ \ \ ` \ 1 \h\\\1 \\\\ \ r / - ( \ \ `\ IIII\ \ \ \ \ \ ) J \ ^! \ \*)INI\C- \ \ 4 ) ~ X 1' \`� - \ \ \ r \ /\ \ I I -4* O // _ \ -W- .� r ' \ \ \ \ , \ \\\ \\\ ' ( \ \ \ \ \ \ \ Ir - -.- - - / PROF3 SED LAU DRY \ \ ` \ n \ \ _ / / ,,\\ \ \ I \ r - P / ,//N \ \ ) - _ - _ \ \ \ \ \\ \ , 1 \ \)\` \ \ \ \\, \ \ \ \ \ WE / r �-: /" ! I\, \ „\Z\\ \ \ \ ) \ I \\ 1 \✓^ i .\ r, J/- \I -\ - ` \^`\ -IJ\ \ `'•i\- \� - � `t,,t' .,.� / I 1. \�\ \ , \\__ -_---_ \ \ \t 1\ �\ \ _ \I \ ) I \; \\\\\, 1\\I� r - / , ( % °� \ \ ,( \ '�426 \ \ - I ,_ — IIII ,, - \ \ L _ \ \ t \1 �` J , \ i:. I k \ \ ` \ - - _ _ - _ \ \ ` PREFERENCE LINE -SHEET C2.02 C2.07 - \ \\ \ ^/ \r1- -/- <r \ I. \ k \ ,\ \ �\ \ \ \ , I \ ,W \ \ \ r \� \ , \ _\- / / / a \ \ A \- -- \ \\\ \ \ \ 1 •/ \ \ n \ / +� \ \ 3 \\ \ ° / \° \ \ I - ���W�W . W \ ` I N. ,� _ / // A , \ C3.02 C3.07 C4.01 C5.01 AND C5.06 \ , \ I-' - k , \ \ \\� \ \ \ \ \ \ \ \ i- - / (.. I I \ \ \_ \ 6 \ \\ 4=6_- `_ - \ - /":13 / / a \` \ \ p - \ / \ _ \ \ \ \ \ \ \ \� \. I , �\." _ / \\ ` \ ! - -f \ \ ) \ ., \ I \ N\ \ _ \ `� \ \ - \\\ \ \ \ �,�-"i% / I , \� \\ r \ \ \ IIII\`) \I IIIF I \ \)\ I \ \\))\\\\\\\ /r - I ) r 1 ) / I I r , - l \ \ I \ T \ \ \ `'r�9 ` \ \ \ /` ( \ W Q � \ \ \ \� �'C�`y \ \ - - ro L y / / / N .i: iii. \ ` . , \ \ ^ \ \ \ \ \ 1 \ 7 I \ \\ \ \ 1 I ( r . I 1 \ \ \ I \ h \ \ '' `•aa\<.'ttrs ` ,�' 1j // // n t \ \ \ _ \ , \ 1 \ l \ \ \ \ \ cD J I r N. \ \ _ \',\` \ (` \` \ \ �- \ \ Q , II i / d \ 1 \ "1 \ \ I 1\k 1 11\ \\ \\ 1 \, \ `\\ / I. / \ , N, ,{ I / t II \ 43 / , \ l I 1 I \ I \ \ \` , \\ \ \ J 4 \ \ _ \ y. \ \ 1 1 1 \ \ ` \ \ \ 1 \ \ \ \ 4 ` \ I\` \ \ - \ \ \ \ \` \ \ \ \ ) /'\ ' = I / - \iii! , \ _ \ \ \ \ \ I I I l \ \ \ \ , \ l \ \ \ \.- / / / l 1 \ ( l / V -- -\\ , , \ \ \ \ \ \ \ 30 \ \ \ \ N. \ 1 \ Wi w ♦', \ \ Q \ \ \ \ 11\I / � 2 11 \ r \ I 1 \ \\ \\\ \ _ / J - l \ \ \ \ \ \ \ \ 4 \ \ \ \ \ , \ _ ` k r` W \ \ �G�•J., \ \ , / I- .i { 1 , G y ` 1 ) I I ' \ 1 \ \ `\ \ \ \ / - " 1 c (\ \ / 1 x. fl _ \ \ \ \ \ \ I. . . W . \ \ ? QS. , a '>:.X_)I II ,\ c, 1 Ash ` \ \ \ I 1 ( ( / I \ V ) \ \ \ \ \ \ \ , \ \ Z 1 \ , Y \ v. r \ \ \ M"N� / \ I 1 \ \ \ \ \ \ \ \ \ \ \ / J o / \ - - \ \ i- 3 \ ` \ I \ l 79 \\ G \ \ \' \ \ \ 1 I t \\ �, \\\ \/ , - \ 1 / ) l \ l \ \ \ ` \ 1 \ \ \ -•. . i \. \ 4 \\\ \ - , / / ' I \ II\ \ \ v l 1 1 \ ) \ \ \- \ \ \\\\ \ \, ��1 =�0' \ U 1 / \ ) J - I elf ( ) ^\ \ y3 - \ \ `\ \\ `^ \\ \ \ \ N. -• \\ ��.. Imo. - \ \ 4 \\ \ \,�\ -' ' / / , 6 6 1 Q t� B ` `-1 ,1 \ I\I \ \\ \\\ \ \\ \\\ \ \ \ \� _ \ \ \ 1 ( \ \ \ \ \ , \ \ - / r t ) ` ` \ - ^ - \ \ \ / ` \ \ \ \J7r 9 \% \ 7 - / / a 1 ! / I \ / \ \ I ` \ \ \ \ \ \ \ \ pv\ \ \ ` \ ) loot- - ( \ I 1 I \\ \ \ \, , ,\\ \ \ , t- \ \ ) \\ \ � \ a � \ \ \ \��\ , , / , \ I I II \ III/ \\ , \ \ \\ IIII\\ I\ \\\ \ 4d \ \ \ \ _,� �\_ \ ,\ \ -I \ _ \ \ �7p- \�\ _\- - / - I I 1 III \ I/ IIII \`\\\ \\ \ \\ \\),\\\ , \ \ \ - ( .( m w"Mm ��������,��_� �—�!� �\l, �_ \ / �° I\\ \I �)1/ /\ \1�\ \ \` \\\ \\`))\)\IIII\\\\ I \ ^ _ LIMITS OF KESWICK SPA SITE PLAN (SDP2020-002) / 1 d I I \ \ _ ,\ \ / / J \ \ \ \ \ \ \ \ , \ \ \ \ { \.) \ {n \ \ \ \4 \ \ `\ \ - �I k \ \ \\ \ -\ \ I\ ` I \1 . �+' \ `\\ J.•1�.\�� -� 1 �, ) \ \ 41 / /)/(/ ( \„ `�\ ,\\`\\ \\�\\\\ \k\��� IIII \\\ \ \I\ \ \ %,14t TFIOpI-1 O ' � f� UCRp(GW J. KOTARSKi Lio. No. 04020-18507 L-n 11/03/20 ,< OM E N OV N N > F W a E �. a�a3 0 LL � w O to .i Of W t M <J Uc0 W J —N 0- > C N y r4 W aW- •• M r-- O c X R = ;�0 I-- 64 .;r�= U � � a C N ON wN M d -T 00 J ko I- U) 0r D O D-- 0 D O K = I- 0 w > ui U a z O Ln Y 0 ce 0 N z 0 Z O � a_ U W 0 z Z 0 O� U) �E " m 2 g Z i Q z a ti O z O O O LI_I O O O � `� ,� N M N o 0 i\o " " DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' U) I— W G W 0 0� 0. W 0 z Q z 0 0 In J 2 M ■ z O W rY Q w co I Q JOB NO. 40241 LLJ M 1-1 Lu �=�/� V/ SHEET NO. Cz. 00 L vv v v v v v v v v v v v v v- v------- - �/ o / / / NOTES: C, / 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT / / (8P/ MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL ` x \VO j5% COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL 1 / !. ll 1N ° REQUIRED KNOX BOXES.` �0O 2. CONTRACTOR TO PROVIDE A 2" BACKFLOW PREVENTER (ZURN 350XL DOUBLE CHECK BACKFLOW PREVENTER OR APPROVED EQUIVALENT) �O / FOR THE DOMESTIC WATER CONNECTION TO THE POOL PUMP ROOM. oAQ / THE BACKFLOW PREVENTER SHALL MAINTAIN A MIN. OF 24 INCHES OF / f COVER AND INSULATED FROM FREEZING TEMPERATURES. PROVIDE A J Q / \ / 0 O DRAIN PIPE (3" MIN.) AT THE BOTTOM OF THE VAULT AND DAYLIGHT } : . _ ACCORDINGLY. CHWS, CHWR, HHWS, HHWR, HOT WATER, 3. CONTRACTOR TO PROVIDE A WALL MOUNTED HOSE BIB WITH A 2 HOT WATER RETURN AND COLD WATER Jv' WATER SOURCE FROM THE 2 INCH DOMESTIC LINE SERVING THE UTILITIES. CONTRACTOR SHALL REFER TO G GAS LINE POOL PUMP ROOM. FOR HOSE BIB PRODUCT SEE JAY R. SMITH MFG. s� z ARCH/MEP DRAWINGS FOR FINAL PIPE G D TO BE INSTALLED BY �\ CO. "GUARDIAN PLUS DUAL CHECK" FIGURE #5515 HOSE BIB OR SIZES AND CONNECTION LOCATIONS. SWM FACILITY / 1 APPROVED EQUIVALENT. REFER TO MEP AND LANDSCAPE STOP SIGN / / EASEMENT�.� / \ (� p UTILITY DEPARTMENT SPECIFICATIONS FOR ADDITIONAL INFORMATION. N�a STOP BAR RIGHT -IN RT PiV,/ A\ REFER TO PLAN TITLED P RIGHT -OUT R30' "KESWICK HALL CENTRAL \. 25 / \ ENTRANCE C5 ENERGY PLANT DEMOLITION R42' / \� OAND RENOVATION" & WP020 8000233 FOR DESIGN 17 RT \ [EXTEND INFORMATION. _ / TTUR M1 12, TTO EDGE OF C7 R42' R3' REINFORCED a VOGO /N P $ 5�\\\\ �� \� hh�//// / /� SCALE:1"=10' o\ \ F G)\ M /� \\ \ 4.5'x4.5' CONC. PAD \ \ 24 Q R10' CENTERED ON EXIST. DOOR \\\\ ,\ SILF � � — � � ��� v v SEE LANDSCAPE GAS METER �\ sy \\ PLAN FOR FINAL 2,500 MBTU/H G A F R250' 5 5PSI IN/0.5 PSI OUT �.' +\ IMPROVEMENTS STOP BAR D gyp) R10' N \ CA R10 9-(TYP.) o �� 18' L1/1 DING P F s \ \\ G USH CURB (TYp') 24' \ o I SHRUB ANSITION / FL \\ \\ R112� (TYP.) \ \\X� BED \ c1N\ \\ \\ R5' SWM`FACIiITY EASEMENT (SEE 4F_ co / O \ SHEET C6.10) \ 6 \ q m 5' O a STIR. 324 12 \ \ (DI-1) STAIRS WITH HANDRAIL STAIRS WITH HANDRAIL SEE \ C L� RISERS SEE ARCH. LANDSCAPE PLAN FOR DETAIL. RS O m RAN T[ON o PLANS FOR DETAIL R1 RETAINING R5' BIORETENTION 1 ClA 2 \ 6 ® WALL o AREA#4 o GG. ® 5' R I 18' TO UILDING EP"- 26' (4) RAISED PLANTERS LOWER TERRACE =p 8 CROSSWALK 2 R10' 59, (SEE LANDSCAPE PLANS) REFER TO LANDSCAPE PLANS R5' R10' / CURB RAMP✓ FOR FURTHER DETAIL R2 R123.6' „ Rl 0' (3 FT LENGTH) 11 TOP AR � R'�18' ® ° %' 2 GG� EXIST. BUILDING } ' '�� ACCESS TO WALL. MECHANICAL ROON 24' R37' R10' (LOWER LEVEL) 1 R1T R ' � �Q � \ . � � \ SAFETY R23' R10' `� �;L � � 46B RAILING o D R13' T G T (2) 4^ CONDUITS \\ / \ WALLRETA - F E POI STUBBED FOR 5 CRO WALK R5' ���- /I CUR ( P.) �� �L FUTURE \ PROPOSED o C/Q erg., \ CONNECTION \ GREASE TRAP 2 ♦ TANGENT y� ppFR152 ♦ ' > RETAINING \ 46A (SEE ARCH. ♦ POINT OF q'VF ♦ WALL 2z2` \ PLANS FOR R90' COMMUNICATIONS .` iLR210' ` CURVE (TYP.) ♦\ MANHOLE (TYP) SANITARY DETAILS) 9'(TYP.) s,• FDC CONNECTION. ° 0 5 ♦ \ ♦ REFER TO MEP \ 10 PLANS FOR DETAILS A 46 A Fp o ♦ GAS METER RESTAURANT \\ PROPOSED E Fp ♦ 7 �� 18' 3,480 MBTU/H SANITARY SEWtK EP R103' R5' (TYP') 5PSI IN/0.5 PSI OUT \ \ R5' A ° ♦.�. D NEW CONNECTIONS INTO R5' (3) PARALL \♦ y R150' R2 ' �R205.5' 13 \ RESTAURANT. REFER TO ARCH. PLANS \ DECK WITH RAILING PARKING 18 " 6" FIRELINE PACES R85.47' R5' G SEE ARCH./LANDSCAPE �♦ o G \ P�2 PLANS FOR DETAILS 9 o SEE LANDSCAPE 18 (TYP.) O 24 ` \ \ "\ PLANS FOR URTHER DETAIL 1" PVC 45 ! PERMEABLE CROSSWALK \ O \ R5 FLUSH TYP. ` ♦ ♦ PAVERS ♦` \\ WATERLINE 5' ( ) \ \ \\, FOR HOSE \ R145 ♦ Q R127' ` ` (TYP) SEE DETAIL �\ , r \\ /. G 4" SCH. 40 PVC BIBS 2" BACKFLOW PREVENTER & \ ! \ i CONDUITS 2" PVC 40 (SHEET C4.0) \ \\\\ / � � DOMESTIC S 9 VAULT (SEE NOTE #2 THIS SHEET) BIL �0' ♦ � R150 „ SERVICE ♦ ♦ \ , 3 RETAINING (TYP) �♦ ♦ R5' A �� O9 R5 8 a GAS LINE STAIRS WITH CANOPY / 41 N` WALL HANDRAILS. (4) 7" SEE ARCH./ SP G� i POOL PUMP ROOM UTILITY R5',RS SEE DETAIL LANDSCAPE �N ♦ ♦ 18'RISERS PLANS ' 6 CONNECTIONS R5' (TYP) ` R88' RISE ` R12 ' N (INSTALLED BY CONTRACTOR) R5' 5 R5' G R38' °rL 6" DIP SLEEVE FOR 3" GAS LINE R5" R5' CROSSWALK 42 PENETRATION THROUGH STAIR, } BELOW GRADE R 145' R150' (TYP.) ♦ R2.5' R62 h r STAIRS WITH 20' ♦ 10, 7 ♦ 6 s,'IN , RS �` WALK ♦ EP (2) 4" SCH. 40 SERVICE HANDRAILS. R AI "' ' ENTRANCE TO � DE RISERS SEE DETAIL ® ° ♦ " 8' - PVC CONDUITS HOSE BIB R235 � 9' (TYP.) ♦ R5 SEE DETAIL (SEE NOTE) POOL PUMP ROOM R25' 8" PVC PUMP ROOM O ) GAS METER "^• . / SANITARY CONNECTION 4 R5' -SHEET C4.0 2" PVC GAS LINE STOP BA ;y U MBTU STAIRS WITH (BACKWASH PIT & ° 18, R5' 2 8' - CURB TRANSITIO x - -HANDRAILS: "� f c) FLOOR DRAIN) R5' ♦ (TYP:) CROSSWA 2x2' COMM. �2-SANITARYMH R5' R5' R150' �r 8 ^ / ° (TYP) MANHOLE lNV IN 446� 3 R \ O-U /„ / / STAIRS WITH R5' O / / HANDRAILS: D R11 r O n 35 n INV OUT=432.66 Bq ° PERMEABLE \ O2 mo P DESTRIA PERMEABLE // 0-z OVERHANG 5 PAVERS R GE. SEE PAVERS t_11" I / 8 s (TYP) \ $ (TYP) R253.12' '4 I R14 \ 1y\ ; \ \` , (TYP.) co NOR/Zo^ I ^ SEE PLANS FOR CAPEI a R5' o © ((/ POOL BAR UTILITIES ' `I rOO/ RETAINING FURTHER \ R94.5' BIORETENTION a Z EE MEP PLANS FO WALL DETAILS / EP AREA#2 URTHER DETAILS. � 4 / J SEE LANDSCAPE R5' 11 / �. >>, PLANS FOR INN D R56.5' R112.5' / V `� STAIRS WITH ` i" FURTHER DETAIL PERMEABLE C� x / (TYP.) U 4" PVC SANITAR HANDRAILS I ✓ POINT OF d TANGENT® PAVERS (TYP) J SEWER (2% SLOPE MIN �p w LUSH CURB CURVE (TYP.) 18' ° �Iy (TYP.) ^ L �9'(TYP.) d /\ 0 1 10 R S M FACILI Q 10' SEMENT 18' 18 �i EET C6.1 (TYp.) O I / 4" PVC SANITARY / (3) 6" RISERS � � / O� SEWER CONNECTION. ;. Y 20 —�' REFER TO MEP PLANS SEE ARCH. / EP R5' / R150' �/ LANDSCAPE PLANS ZJAY EP PERMEABLE R5' _,r1FOR DETAILS. 4" FIRE LINE. REFER TO y PAVERS a x!J REFER TO LANDSCAPE ARCH. PLAN FOR DETAILS (TYP) R5 N ARCH. PLAN FOR 5�k`' o FLUSH CURB 2" PVC GAS LINE C� 45� 0 2 4" PVC ELECTRICAL+� "QU \ D' (TYP.) �rF ND O FURTHER DETAIL CONDUITS WITH PULL BOXES / NO \ STOP BAR WHEEL 0 LOCATED BENEATH PAVERS / / HY R10' R5' R10, STOP (TYP.) 0.5% SLOPE MIN. / a , . VA 11.25' BEND U/ Q REFER TO LANDSCAPE / ' "- BIB - = EP �� H - ARCH. PLAN FOR 12 VAC LEGEND: PROPOSE HARDSCAPE El (SEE LANDSCAPE PLAN) F171 CONCRETE SIDEWALK�y�TH Oj G HEAVY DUTY CONCRETE �' L/ �° ✓L CRAIG W. J. KO'P.ARSK[ Y HEAVY DUTY ASPHALT Lic. No. 0402048507 `� 11/03/20 w� ElLIGHT DUTY ASPHALT Q Al, PERMEABLE PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY h E 0 � o N � yF7 N � Q E : W ° E I �W�3 C4.02a U. L 3 _oU.- Lu O L Q j U uj W N —lpNrII 3:0,Q o o C4.04 C4.03 — C4.01 I c ~ x v N ---� I —� I "a� U �� w z z o N 0 z o o ul 0co E ~ > W W w v) � � \ \ C) O O T \ \ui \ \ � e ¢ Q \ \ 0 a a a CONCRETE CURB \ \ (D (VDOT CG-2) Ln \ \ O z z Ex \ \ x CONCRETE CURB TRANSITION \ w GRANITE CURB \ w _ N ry TRANSITION \ U w a N o Q Q m \ z 0 N O O O n o \ o N > \ DATE ` \ O } 03-26-2018 d \ DRAWN BY FULL REVEAL A. ALLISON GRANITE CURB • DESIGNED BY • A. ALLISON FULL REVEAL / • GRANITE CURB i CHECKED BY C. SHIFFLETT \\ //` • • SCALE \\ / • 1 "=20' x FULL REVEAL • GRANITE CURB • x W GRANITE CURB TRANSITION a W a / d. d O CONCRETE CURB TRANSITION CONCRETE CURB ~� (VDOT CG-2) 0 W 1 I RESTAURANT SIDEWALK RAMP DETAIL ,~^ Q SCALE: 1"=10' ! V 1 z 0 0 z>Q Q z a (f) o W zJ ,,�^^ Oc v/ Q ~� W co J z 0 0 .j J \I i U 1" PVC WATERLINE FOR / n HOSE BIBS. SEE :J 1 LANDSCAPE PLANS FOR W / FINAL HOSE BIB LOCATION. R. SMITH MFG. CO. JOB NO. ARTERHORSE 4 TURN SCALE 1"=20' 40241 N FREEZE WALL p DRANT WITH INTEGRAL 0 20' 40' Z SHEET N0. BREAKER" HOSE FIGURE 5609QT C4. 00 NAVITRAC TENT BASE L 0 IL/ !(/ POOL BAR UTILITIES \JIB HEIAININU -""'-" � Z i EE MEP PLANS FO WALL - DETAILS / URTHER DETAILS. " , � • �'_ � SEE LANDSCAPE 24' J A PLANS FOR ~ ` STAIRS WITH FURTHER DETAIL PERMEABLE .' V C9 ' 4. (TYP-)8 PAVERS(TYP) ' U PAVERS TYP 4" PVC SANITARY HANDRAILS.J SEWER (2% SLOPE MIN.) LUSH CURB o �OO� U �9'(TYP.) R ,� Q / R9 , SWM FACILI p to / 1" PVC WATERLINE FOR EASEMENT SE 18' 18' 8 HOSE BIBS. SEE j SHEET C6.1) (TYP.) j� 3 - LANDSCAPE PLANS FOR d 4" PVC SANITARY Op SEWER CONNECTION. (3) 6" RISERS 1 FINAL HOSE BIB LOCATION. 8� SEE ARCH. / j REFER TO MEP PLANS' �- R5' R150' � J ;� � /� � FOR DETAILS. LANDSCAPE PLANS O- j 1 4" FIRE LINE. REFER TO �y U R`J W 1 J 8' N REFER TO LANDSCAPE ARCH. PLAN FOR DETAILS JAY R. SMITH MFG. CO. T 45' O ARCH. PLAN FOR / "QUARTERHORSE T T ' (2) 4" PVC ELECTRICAL �, 4 URN FURTHER DETAIL .�� 14 _ NDS CONDUITS WITH PULL BOXES ' ' ' NON FREEZE WALL STOP BAR WHEEL ,� 0 LOCATED BENEATH PAVERS /' HYDRANT WITH INTEGRAL R10' STOP (TYP.) 0.5% SLOPE MIN. I VACUUM BREAKER" HOSE 25° BEND EO/ REFER TO LANDSCAPE BIB FIGURE 5609QT ARCH. PLAN FOR 7 (12) NAVITRAC TENT BASE R10' CROSSWALK_ TO BUILDING FURTHER DETAIL PLATE FOUNDATIONS „F STOP BAR R(SEE LA DWG'S &SHEET S441) (4) RAISED PLANTERS G 10' 0 �= (SEE LANDSCAPE PLANS) =ND EXISTING BRICK 1) 4" SCH. 40 PVC g„ f R25' 'GRANITE L` GRAND STAIR CASE. 30 / WALL TO REMAIN R2 5 ONDUITS F CURB 22.5 SEE ARCH. PLANS. TIE TO WATER APPROX. LOCATION OF R4.5' REMOTE FDC STUB. 24' g��F STUB OUT > 1 L25° + 8"X8" TEE GRANITE CONTRACTOR TO r 3 °BEND CURB GRANITE WVATH z CURB MECHANICAL DRAWINGS. ° e R25R8' R8' ® FREE STANDING WALL a 32 O ° ° k (SEE LANDSCAPE PLANS) / / 31 • REFER TO LANDSCAPE ARCH. PLAN FOR CURB TRANSITION FURTHER DETAIL �o R2.5' 11.25° + (4) LIGHT BOLLARDS (2) 4" PVC ELECTRICAL 6' 45.5° BEND (SEE LANDSCAPE PLANS) CONDUITS PULL BOXES R4 5' TENT ANCHORS / 10' ✓' (SEE LANDSCAPE AND ®Y / O2 22.5 STRUCTURAL DETAILS) (TYP.) a (9) 6" RISERS WATER FEATURE / (SEE LANDSCAPE PLANS) / 4. 7-C�NITIE \ R� ).59' CURB2' (2) 4" PVC ELECTRICAL CONDUITS WITH PULL BOXESo GRAND STAIR CASE I SEE ARCH. PLANS. (� / UGP� FREE STANDING WALL v / i ! (SEE LANDSCAPE PLANS) ® 1" PVC WATERLINE FOR (2) 4" PVC ELECTRICAL �� l Q RETAINING HOSE BIBS. SEE _ CONDUITS WITH PULL BOXES I WALLS LANDSCAPE PLANS FOR _ UGP' j I) LOCATED BENEATH PAVERS /J y� FINAL HOSE BIB LOCATION. TO UILDING 0.5% SLOPE MIN. 1�7 l l I \ 22.5° BEND / w o / I PROPOSED PUBLIC GAS LINE AND METER. 7,790 MBTU/H � � JAY R. SMITH MFG. CO. "QUARTERHORSE 1 (5 PSI IN/0.5 PSI OUT). PUBLIC UTILITY SHALL INSTALL 4 0 LINE AND METER. (TYP.) (4) RAISED PLANTERS TURNT N NON FREEZE WALL HYDRANT VACUUM BREAKER" HOSE BIB H R P & STAIRSRA(SEE LANDSCAPE PLANS) I FIGURE 5609QT PROPOSED SANITARY (SEE A CH. PLANS) CONNECTION \ 0 WV 1.5" SVC (SEE MEP PLANS FOR DETAILS) WV v (12) NAVITRAC TENT BASE j /� °• ° � �� %^` \ EOI I E q PLATE FOUNDATIONS C UTL� JG _ 54 (SEE LA DWG'S & SHEET S441) PROPOSED SANITARY t10.5' EXIST/RE INING m CONNECTION STAIRS (SEE coj WALP (T EMAIN) C 53 (SEE MEP PLANS FOR ARCH. PLANS) c k� DETAILS) ',\ 1 27 /4.25' PROPOSED ° a ° R46. 6' / GREASE TRAP 1 / �\ 52 (SEE ARCH. PLANS 25 / > \� ° • \ I FOR DETAILS) �t J / R39.23' 6' I HANDRAIL 52 CAP 8" FIRE / LINE FOR., UTURE SPA / 9 < :. 6•• ^ j �p GUEST ROOM / / / 6RETAINING tr R44' II �� PATIO SEE 6+. / STAIRS WITH NNECTION _ _ _ WALLS HAND ILS. (14) 6" R5 � �j ARCH. PLANS / a / FOR FURTHER FIELDSTONE SE�BAC VENEER (SEE RISER SEE DETAIL. CONDUITS FROM UTILIITY // /��/ LA PLANS) O CABINET AND TRANSFORMER (SEE MEP PLANSFOR G CROSSWALK INFO MAI ION) R 10' i n nin SIZE i \ a CHANGES 1 D \\ \ \ APLOC 0 ��. SEO RA 1 NBETWEE ,, \` %\_7\n\./ °a' UTIL CRdS8ING5 (TYP 1' \9.15 I�1' N E W 51 6, �� �i GUEST WING 10' j \ STAIRS WITH a ° R2 \ <� HANDRAILS. 6" RISERS I \ \ \ \\ \ \ \ SEE DETAIL. h I \ \ STAIRS WITH HANDRAILS. \� 5.6" RISERS SEE DETAIL. RETAINING WALL R2 \ `\ \ (2) 4" SCH. 40 PVC CONDUITS (PROVIDE TRACER WIRE) \ 2'x2' COMMUNICATIONS FDC TFM G MANHOLE( Tyy�6 O \\ REPAIR ASPHAL/ \ \ ) / Gc�, \ T �� ��A I i \ TFMR PAVEMENT AS \ \\ h i PROPOSED SANITARY I �� �y NECESSARY \ \ \ \ CONNECTION 20 \ \ r \ (SEE MEP P S FOR DETAILS) _ If ASPHALT PAVEMENT TO BE \CURB'UCT\ h REPAIRED TO MATCH EXIST. \ 6 ? TRANSITION \ \ 5X6' LANDI G STAIRS WITH CONDITIONS FOLLOWING ` R ' \ \ HANDRAILS. (19) 7" // d UGT \ THE INSTALLATION OF / RISERS SEE DETAIL. SWM FACILITY \ \ (11) 4" SCH. 40 PVC & (2) 2.5" �y SANITARY SEWER LINE / IN / SAFETY RAILING EASEMENT 4 \ \ SCH. 40 PVC CONDUITS 4 1 • \ ; - , 6' (SEE �c �c (SEE MEP SHEET KH E5.03 \ S y ADA RAMP SHEET C6.10) R80' \ r P h \ Y FOR FURTHER DETAILS) WITH HANDRAIL R5 \ I��I FDC \ _L 250.43" cT� (11) 4" SCH. 40 PVC CONDUITS ? / (SEE MEP SHEET KH E5.03 \ �4 SAFETY W� FOR FURTHER DETAILS) �' GRANITE '' RAILING v ? i CURD \ �Q BUILDING RETAINING CONCRETE PAD \ / \ �\ � G\\\ S 50 R3 \ ' WALL p 1OODEN STATUE 1C s / \ 1 B / \ `/ / cG-12, p SAN N/ \\ 3- TYPEA \ STAIRWITFIHANDRAI�S. CURB (4) 5" RISERS \ / \ / TRANSITION , a \ E DET,�IL. 2' PAVERS \ RELOCATE UTILITY CABINET % s AS NECESSARY TO INSTALL O \ / PROP. CONDUITS. \ 25'SETBAC COL UM O 5PN PORTION OF FENCE AND GRAVEL \ YARD TO BE INSTALLED ONCE JOB Ate/ O P O O ® / \ \ TRAILER HAS BEEN RELOCATED�rl pR ® FRONT OF TRANSFORMERS / \ HEAVY DUTY �WOOD GAZEBO / (11) 4" SCH. PVC CONDUITS TO \ � U BE STUBBED CONCRETE D FOR FUTURE SPA / PADS FOR MEP / 24"WHITt•� 12' DECIDUOUS \' �, ��5 / / \ CONSTRUCTION •4=6� rE� EQUIPMENT (SEE MEP -► PLANS FOR DETAILS) OS\ 4'W INLET TO REMAI GRAVEL MECHANICAL S\\ / 9" gPN __NICAL YARD S OQP L\ /0 (SEE NOTE #2 THIS SHEET) \ I . A / / / \ \ \ \ BOX \\ \c_ COBBLESTONE / / �� <1 BAND / Q� 30"DECIDUOUS \ O \ \ .42' REINFORCED TURF FOR EMERGENCY ACCESS 106' o TANGENT POINT OF CURVE (TYP.) / LEGEND: ' PROPOSE HARDSCAPE T x' (SEE LANDSCAPE PLAN) o; o CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY C4.02 I I C4.00 L FT C4.04 I I C4.03 I I 4. 1 U CRAIGW7. KO'PARSKI Lic. No. 0402048507 L-,? 11/03/0 ,< M E 0 N OV N N c E NOTES: ai E 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY 24-HOUR = STAFF. ARCHITECT/CONTRACTOR SHALL COORDINATE WITH FIRE MARSHALS OFFICE ON ¢ a 3 LOCATIONS OF ALL REQUIRED KNOX BOXES. 2. CONTRACTOR SHALL INSTALL ALL ELECTRICAL EQUIPMENT, GRAVEL BASE AND FENCE U. - w0 TO THE FULLEST EXTENT POSSIBLE WITHOUT RELOCATING THE CURRENT JOB TRAILER. c w ONCE THE JOB TRAILER HAS BEEN RELOCATED WORK SHALL RESUME IN THIS AREA TO w - MEET THE DESIGN INTENT AS SEEN ON THE CIVIL, LANDSCAPE AND MECHANICAL SCALE 1"=20' Ib CCD) ry O L7 W N 3. AREAS ASSOCIATED WITH THE PROPOSED TENT ANCHORS ARE TO BE USED ON A 0 20' 40' Z Z TEMPORARY BASIS. TENTS TO SERVE AS SPILL -OUT SHADED SPACE BEHIND THE HALL 3: 0 x O DURING EVENTS WITHIN THE HOTEL BUILDING. PARTICIPANTS OF EVENTS WITHIN THE c� ce LL HOTEL BUILDING WILL BE GUESTS OF THE HOTEL AND PARKING RELATED 014 Ln ry REQUIREMENTS ARE CAPTURED AS PART OF THE HOTEL USE. TENT SPACES ARE NOT = U Q 'D u Ln TO BE USED AS ADDITIONAL OUTDOOR DINNING SPACE OR COVID-19 RELATED SEATING. w z Z i r4 z rn \ Z ti J v O & o W H j `o H > j w W r4 �� w in ci�cc GRANITE CURB 4 ��' \ ❑ ❑ O Z 2 Z \ �� TRANSITION z \ Ui 4 \ O a ng a J \ \ (D ti � ti a 4 4 v,° 4 , 4 4 A 4 4J. < a\\ O O O a a J4 4 a 1 \ w Lij Lu \ FULL REVEAL 4 a\\ vQ N N N \ GRANITE CURB \ z cl N o 0 4 p o a DATE \ 4 \ FLUSH 6"X12"X2" SIERRA J 4 O 03-26-2018 WHITE GRANITE PAVER v \ 4 DRAWN BY a A. ALLISON DESIGNED BY \� 4 • A. ALLISON • CHECKED BY \ a a GRANITE CURB r • C. SHIFFLETT \ TRANSITION • • 0 \ / \ \ FULL REVEAL Q4 SCALE \ \ GRANITE CURB • 1"=20' \ GRANITE CURB • \ \ TRANSITION v,, ^ \ NEW GUEST WING DROP OFF LANE DETAIL SCALE: 1 "=10' Z H Lu W H 6,•Vv O GRANITE CURB FULL REVEAL ``HW3 C-HW TRANSITIO GRANITE CURB CHwR HINR FULL REVEAL GRANITE CURB FULL REVEAL GRANITE CURB 6"X12"X2" SIERRA 0 WHITE GRANITE PAVER ~J ui 6"X12"X2" SIERRA FULL REVEAL WHITE GRANITE PAVER GRANITE CURB � 1 3 FULLREVEAL `, 1,!Xkj<iKx}\ Q GRANITE CURB GRANITE CURB z / TRANSITION Q �z � .I �Il lu .u► u"I Ilueee ei ��` eieseieeeieiee � � • �� � eeeee�eee�e�e ♦ee♦ � � eeeeeeeeeeeeee I � � eeeeeee �� � eeieieieieiei GRANITE.. ei a ♦♦ TRANSITION ' eeeee eieieieieieiee♦ /eeeeeee � FULL REVEAL 6"X12" 2"SIERRA. b•••, �\CURB WHITE GRANITE PAVERFULL eee��ee ee�►de b••�! ♦ � ♦eeee♦ N ♦�eieee �� eeieeeeie • I REVEALGRANITE CURB �''i eeeeeee ♦ ♦ �i . �lo'i�lb aIIV'^I I C I HALL ENTRANCE PARKING DETAIL SCALE:1"=10'Lu V/ i JOB NO. 40241 SHEET NO. C4.01 L U) L xkv 1 Z / / SWM FACILITY 1 STOP SIGN •' EASEMENT (TYP) coo GG STOP BAR c / RIGHT -IN RT RIGHT -OUT R30' 25 ENTRANCE G R42' / R3' EXTEND RT /Z REINFORCED G R42' TURF TO EDGE OF 12 TPAVEMENT G Fq G' I' 4 C4.00 F_ �r-_� C4.04 C4.03 II C4.01 L— O Q CRAIG W. J. KO•P.ARSK1 Lic. No. 0402048507 L-,? 11/03/0 ,< POINT OF G ///r R30' SCALE 1 "=20' ME o 6o C� o R212' N /� /' /// � N o CURVE (TYP.) llll ///lrlll r 11 illllll �_ `� 0 20' 40' `� 0 �V > E / a E w Lu \ / R 10' O \ �+! !1� Q LL y 3 / STOP BA Bp \ \ G ` a o 3 o ° O PS 00 Q Lu -j a J01) NOTES: F X 4.5'x4.5' CONC. PAD cr ;„+° 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT Q OJ Q 0 TANGENT 24' �Q RIO' / — j CENTERED ON EXIST. DOOR MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL Q " POINT OF / — GAS METER /\ s9 \ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL V 2 v N o_ CURVE (TYP.) �� 2,500 MBTU/H G A \.F REQUIRED KNOX BOXES. = cJ / •�� R250' / R5' 5PSI IN/0.5 PSI OUT . S p ~ c rn w p p ' STOP BAR LEGEND: O Q C� (11 q� " m Z FDC G( ER R10' \ \ PROPOSE HARDSCAPE a 0 m m R10' 9'(TYP.} TO �P�'( EP o s \\ (SEE LANDSCAPE PLAN) C) H m sy w � � c E:1 \ CONCRETE SIDEWALK o� CURB FLUSH CURB (TYP.) 24' SHRUB �� A TRANSITION v R112' (TYP.) \ \ I BED g R5 O o \ \ I \\ �\ w w D SWM FACILITY \ \ / cr \ FAHEAVY DUTY CONCRETE g g g EASEMENT (SEE LUSH CURB O g / (TYP. R5' 9 \ STR. 324 (DI-1) ST HEAVY DUTY ASPHALT = a a a (D \ I WHEEL STOP,-C 6 TO i i n w R5' O L� .. z c � El 2 (gyp 1 RAN TION ° . BUILDING LIGHT DUTY ASPHALT p p ° G� / w I 1\ \\\ R1 �' CHILLS SOP / // I R5' f BIORETENTION C q 2 \ SEND PERMEABLE PAVERS > f AREA#4 3^ GN — 2 6 0 0 0U N ,v N 3GP— T m M I ® R5' 8 ° 18' TO UILDI REINFORCED TURF z Q r� 0 0 IL `1 3 I EP p O" //S{HR/J�/FLOWD� I R10' �\ O o " EO T I I �� 1 26' 0 MILL AND OVERLAY cn T a Ep 1 ° �ROSSWAL R10' 59' (S > Q i I 10, w � \ P' R50' // 1 RS \ RIO' mp 1Q CURB RA DATE Q / STR.142 o I R2 R}'0l \ I R123.6 \ (3 FT LENGTH) O (DI-3C) 1 / } 03-26-2018 \ � ® PERMEABLE �� TOP AR r�,"./ DRAWN BY I R118' r 2 , 11 6' / I PAVERS 1 ® 0 GZ GG" EXIST. BUILDING �� R37' �Gy� G ` 1!► / o C) 20'' 24' R10' ° 1 a A. ALLISON UP 6 1 R5 R17' a kQ G\\ I R23' R10' ♦ \ / • DESIGNED BY MONUMENT SIGN &\� l \ 18' ° R13' TANG T (2) 4" CONDUITS o FK6'� POINT A. ALLISON LANDSCAPE FEATURES \ (TYPO R5' STUBBED FOR\1 CRO WALK R5' CURVE ( P.) FUTURE 8•, CONNECTION • CHECKED BY \G (SEE LANSCAPE/ARCH PLAN R128' / ° ♦ TANGENT y� pF' R152' RETAINING ♦ R90' POINT OF q'V� WALL COMMUN16ATIONS' • C. SHIFFLETT / R210' CURVE (TYP.) • LE (TYP) SCALE • R5 - 9-(TYP.) \ 6� 1.67' - ` M F CO oo C ♦ ` FA ° E GAS METER • OGP \ _� ` Ep R103 ` o A ♦t.> (TYP.) \ F 18' 3,480 MBTU/ �— R5' R5' p 5PSI IN/0.5 P • 260' R234. 6' R5 3 PARALLE ` R150' R2 NEW CONN R5' R205.5' O ♦ ♦" 13 �' 1 RESTAURAN 5, PARKING ♦ 18' 6" FIRELINE 7 / N 275' , SPACES R85.47' R5' {_,_ \ ' t ' r-BO\ 1 ` ♦ 18' (TYP.) ♦ O 24' D �p � PERMEABLE ` CROSSWALK G) , �� / CL \\ \ 1 GG.2 R ( R5 FLUSH B ^ PAVERS \\ W `♦R145 FA ♦ Q R127 (TY ♦` `` (TYP) \ ` SEE DETAIL \\ ,;' / 1 1 I ♦ 10y 9' ♦ �♦ ♦ ` (SHEET C4.0) \ \\ / ? 1 O I D. STR. ♦ y PERMEABLE 20 5 R150' F!� ♦` STAI \• ( ) \ I 5 PAVERS (TYP) J` \ ♦ ` ` HANDIQA#LS. ) 7" O / 1\ ♦ III R88' RI ER EE WTAIL. , G� �`. ♦ ` R5' `� (TYP) �� R1 / `) ` O7 ` G R38' i cc)L / 11 \ \\ I \IG �♦ 18 R5'R5 w \ R5' 9' (� R140' 12 CROSSWALK (TYP.) ♦ R150' ♦ I 7y W R R62' r A ♦ O R145' / TT L 1 \ \ W ♦ ♦ \ 1 R2.5' R5♦ 0 CROSSWALK (2 10' r • :. EP 4" SCH. 40 � � \ \ ' ♦ a ) / 1 ♦ ♦ 8' - PVC CONDUITS '�j H� / 1 \ /" R235: ♦ 9' (TYP.) ♦ R5' SEE DETAIL o ) ♦ /� _ ` ® R5 " R25' , _ SHEET C4.0 Z CURB / 1` G 2" PVC GAS LINE STOP B 0 TRANSITION / I ♦ 18' R5' 8' 0cl� Z ° RS \ / F ♦ (TYP.) CROSSWAL 8, Z > Q R5' R R150' POOL < � J c� R110" , • 5 Z ° 1 a / Lu / / R172' \ \ PERMEABLE �` 0 t P ESTRIA PERMS BLE ��� 1 j d U PAVERS GE. SEE O O A _ RI y Z 1-1 G m �� (TYP) �" TYP 18'�/ R253.12' ` ` S (TYP) /\ SWM FACI ITY J� R5' ° 0 O ((/ POOL co R94.5' BIORETENTION � ," � �' Z � EE �� J SHRUB/SMALL Q�l IRRHHIRR �SHEENC6S1 ) 1 AREA#2 1 m / J Q \ GAS MAIN EXTENSION / TREEAREA J l I I /cv \llH R56.5' 1 O p R5' 1 11 (BY CITY GAS DEPT.) / \ o P 1 I R112.5' N ! 0 PERMEABLE TANGENT ® I PAVERS (TYP) ; �/ U 4" PVC SANITARY POINT OF I a SEWER (2% SLOPE MIN.) �Op� CURVE (TYP.) 0 1 I 0 w I 1 LUSH (TYP ( 4 ���� ya w (TYP.) ' BOX \ / L/ I \ i �T(T18YP.) 1 R20' \/ ^ � A 19 (TYP.) 0 1 110 I R90' WM FAC.LI Ia O c Q I \ I I I 10 AAEMENT S RUeiSMALL ELEC / HEST C6.1 J�2 4 \ \ TREE METER Il R15' / Q� I I / O / v \ \ S zo' / SL �\ \ \ OX \\a // Qv I EP R5' I PERMEABLE R5' R i fi \ 0 i R5' EP PAVERS �r� ! 1 R U o FLUSH CURB 45° A Uc� 45° BEND o (TYP) C9 R5 N ! 11 lRR TANGENT, O 2" PVC GAS LINE C7 O ` POINT OF \ � J � - (TYP.) : ' 5` / NDS OO F S \ \ _ CURVE (TYP.) R20' / STOP BAR 5" UG \ CUR 45° BEN \ R10' R10' STOP (TYP.) a\ \\ \ / TRAFFIC RATED 24' R5 11.25° BEND 0 Q PULL BOX fi R262' EP H W STOP BAR g'F „F R10' CRO .A � \ 22.5° BEND STOP BAR 10 H / %�� HH e°F s°F FULL CRY LANE G Q JOB No. \ 11.25° BEND (4) 4" SCH. 40 PVC 8„F R25' f R2 5,GRANITE J_\ k ^O� n� R30' G G EP CONDUITS Y `t 3 3' 8" PVC TIE TO WATERURB R4. R238' 8 E R4 5' R48' SHEET No. 24' - � ,' ^� 21.11' \ \ \ \ 22R2 CURB C4. OL STOP 72 11.25° + 8"X8" TESTUB OUT GRANITE, GRANITE 22.5° BEND FP ..;. .. ��. CURB m a _` 13 a RES I AURAN I. REF EK I U ARGH. HLAN5 R5'-A` R205.5' PARKING 18' ` LINE SPACES 5 R85.47' 15' (51 _ BOX 91 ` ` ��� \ o ♦ o o TYP. G 1 SEE LANDSCAPE / / c BOX ` 18' ( ) ♦ O 24' ` \ ' \\ : PLANS FOR 0 - ♦ ♦ P:. G) \ FURTHER DETAILALTil OF J� \ \ q ♦ PERMEABLE CROSSWALK L / \ \� / 1 GG2 R �� ♦ PAVERS R5 R12T FLUSH ♦ ♦ ♦♦ \` \\ 7! �)fr' (TYP. ) (TYP) SEE DETAA\. (2) 4" SCH. 40 PVC 21, / J ♦ IL \\- /r / \ I \j<p �R �� �� ♦ (SHEETC4.0) \ \\ �� CONDUITS DOM pCKAIGWJ.K0'CARSK[a 1 9' STIR. 0 \ 20, R5' a ERMEABLE FA ♦ 8' `` R150' ♦ \ \`, �� 3" GAS LINE SER Lia No. 0402048507 o `, R S 9 R5' STAIRS WITH ANOPY 41 "A O w /JF 1 (DI-3B) 1 r PAVERS (TYP) �` \ o ♦ 0 E) i� O l ��2 1\ I1 \ O I ` ` y ` HANDRAILS. 4 7" O i . EE ARCH./S G j ♦ ♦ < 18' R88, RISERS SEE DETAIL. NDSCAPE SIONAL (TYP) �� R5' R 4, P NS rn /� /G\/ \1c\ ♦18 R'R5' F5R145R5, R5' 7 0' ♦ G R38' R , o CR C R10♦ OSSWALK R12 (TYP.) R15\ 42 �* 2 / • R5' 5♦3 R197 CROSSWALK ♦♦ EP ( s w g TT 2 H. • G/ / /1 \ \ / 11 \ N \ R235. `. `♦ 9' (TYP.) ♦ R25' 8 R5 PVC CONDUI HOSE BIB o Eo SEED TAIL (SEE NOTE) o, U CURB / ♦ ♦ ® R5 G 2" PVC GAS LINES STOP BA4 0 ' � 9 5 MBTUAS ER ST ¢ co CURB TRANSITIO HA E \ \ m - \ 1 / \ c�TRANSITION o 18' R5' y o R5' F � (TYP.) CROSSWAL EP 8, 2'x2'COMM: �` 'r i � E R ♦ 0\ "/ MANHOLE E U a� 3 R5' R5' R150' POO / (TYP) ¢ LL o 3 R5 _ BAa a o O m _j It o S / \ o PERMEABLE O mo DESTRIA PERMEABLE ��� �\ % w 6' j d/ OVERHANG � N o rn SEE PAVERS 11'i w N R172' * / a3o� (TYP) S. (TYP) 18, ,�.. z . Z �kV / -> R253.12' R14' �� (TYP.) s !I a O X 0 P/ �o � v 1 �/ ¢ W 0- / 1° x p Q � ( /l I \ , o O L W POOL BAR UTILITIES t_n ac 6 2 ry 2' 0 \ 1 IN FACT III R5 BIORETENTION °j U O U k a l \ R94.5' AREA #2 ` 4� ,' I I UR HER DETAILS. o w z z IRR EA EMENT (SEE EP / sr Rue/sMAu \HH 1 ® R5' \ 1 11 - z n V ¢ / IRR HH S EET C6.1) �� p o 0 D GAS MAIN EXTENSION J a/ v Z o TREEAREA l � lCV A � (BY CITY GAS DEPT.)R56.5' PERMEABLE ' V C7 STAIRS WITH � 0-4 O n \ H TANGENT PAVERS (TYP g U 4" PVC SANITARY HANDRAILS. � O � � �� > w w \k / POINT OF a \ SEWER (2% SLOPE MIN.) J LUSH CURQ� O _ w v) CURVE (TYP.) I © w B z � IL (TYP.) 18Zo TYP. , (TYP w w w Li 4' / R20' 9(TYP V .) w w w \ / \ R148' / \ 0 1 10 R9 WM FACILI ��� p\ � i z z z A r 10' SEMEN T S 18` 18' _ D ¢ SHRUB/SMALL I / / !p0 \ I.(' :ET C6.1 ) (TYP.) I I l - 0 a a a TREE AREA / \ 4" PVC SANITARY \ I \ R15' / �Q \ / �� u, w w 20' pJ\ SEWER CONNECTION. D �\ \ // ( ' PERMEABLE REFER TO MEP PLANS LgNDSR o 0 0 z c z J 1 4' FIRE LINE. _ ? / \ \ OX R H l I l \\mac EP R5' R5 EP R150' 1 / FOR DETAILS. 450 BEND \ o i PAVERS U RS, a 8 ! REFER TO LANDSCAPE ' ARCH. PLAN F o FLUSH CURB 2" PVC GAS LINE C9 45° 2 4" PVC ELEC > / I O TANGEN� � o ) � ARCH. PLAN FOR w POINT OF \ \ D (TYP.) 5• NDS 0 Li FURTHER DETAIL CONDUITS WITH PULL w \ \ CURVE TYP. R20' STOP BAR 5" LOCATED BENEATH U w o N o \ \ (TYP.) \ WHEEL o 0 0 45° BEN R10' R5, R10' STOP (TYP.) _ 0.5% SLO Q Q N o 0 \ \ / TRAFFIC RATED 24' 11.25° BEND c0/ 71U Q REFER TO LAND p \ \ PULL BOX fi EP �' H ARCH. P (Z o \ \ L .Q R262' �_ cn 0 \ �\ STOP BARxowR10' CRO R > TO BUILDING FURTHER S' F F STOP BAR (4) RAISED PLANT ? DATE \ \ /�p SEE LANDSCAPE PLA �� / \ 22.5° BEND / 0�11�� HH 8"F S"F FULL lif�i��NE� 11.25°BEND C' �,-n,`, x,, C) �- G -- (4) 4" SCH. 40 PVC g.,F R25' R2.6GRANITE GRAND STAIR CASE. 03-26-2018 R30' G EP CONDUITS CURB 22.5 SEE ARCH. PLANS. 3.3' 8" PVC ` DRAWN BY / R238' TIE TO WATER � 5 \ APPROX. LOCATION OF R48- y 24' 8"P STUB OUT REMOTE FDC STUB. 22.5° BEND 72T- ��. �, CONTRACTOR TO A. ALLISON 21.1 V V 11.250 + 8"X8" TEE R20' 5° BEND CURB GRANITE COORDINATE WITH STOP 1 CURB MECHANICAL DRAWINGS. • DESIGNED BY SIGN � ° ! R25' \ Q�/ BACKFLOW \ \ \ a R8 R8 WLL PAA. ALLISON x REVENTER \ \ cT m y (SEE LANDSCAPE EANS ) REFER TO LANDSCAPE CHECKED BY -`7 ARCH. PLAN FOR • k\ �/ 11.25° BEND \ / R50' ti y �� u \ \ �1 CURB TRANSIT[ N \ FURTHER DETAIL C. SHIFFLETT A TANGENT d R2.5 ` \ CV R70' , 4 LIGHT BOLLARDS • _ „ . " . O (2) 4" PVC ELE • SCALE / 11.25° CONDUITS PUL J .�� } \ - � G� � �\\\\ \ c CURVE (TYP.) 6' �". 45.5° BEN x (SEE LANDSCAPE PLANS) _ / \ ` _ 0 1" 20' _ r \ �° 10' ` R4.5' •TENT ANC (4) 4" SCH. 40 Q � � � A � (SEE LANDSCAP / /PVC CONDUITS ��/ / / �\{\ \ \ \ 2 . 22 5 STRUCTURAL DETAILS) • / /'� / / Fq 6 A. WATER FEATURE (2) 4" SCH. 40 PVC 0 / I / \G �k \ \ q 6' (9) 6" RISERS / TRACER WIRE) /0� / / I / G/ $ I \ \ GRANITE (SEE LANDSCAPE PLANS) (PROVIDE \ CURB 2 4" PVC ELECT L / \ o\ 2.5 CONDUITS WITH PULL T� 9 Go (4) 45° BENDS QO TRAFFIC RATED ro \ 20' 6� \ / � GRAND STAIR CASE. PULL BOX / / / i \ '<b a SEE ARCH. PLANS. am r \ J / / \ /'JGP I I J �_ FREE STANDING WALL ui \ \ / j I OQ - -I (SEE LANDSCAPE PLANS) > EOI it I O (2) 4" PVC ELECTRICAL O REPAIR ASPHALT / \ \ \ °o \ I CONDUITS WITH PULL BOXES 0 PAVEMENT AS _ \ \ UGp� LOCATED BENEATH PAVERS NECESSARY / II \\ � \ \ \ UGp-\I 22.5° - BEND 0.5% SLOPE MIN. ,S� I r BUILDING a / °O o I PROPOSED PUBLIC GAS LINE AND METER. 7 790 MBTU/H ACKFLOW �Sq ICV BEND //�R/ / A\ (5 PSI IN/0.5 PSI OUT). PUBLIC UTILITY SHALL INSTALL RE ENTER N G9T/O q' / / \ \ \ / LINE AND METER. (TYP.) (4) RAISED PLANTERS o I (SEE LANDSCAPE PLANS) /�O/ (2) 45° JJ / \\ RA &STAIRS kc pl 90° BEND / \ I PROPOSED SANITARY I I \ y�OLD) Fpv O� BENDS \ \ \ // \ \ \ (SEE A H. PLANS) ` CONNECTIONui IyM VAULT / N UGT_ _ \ c WVOI O (SEE MEP PLANS (0) NAVITRAC TENT BASE / WV�\ WM GT CV� -/ - / \\ TO LIGH V A WV R HN ( \ IN TREE \ C \ EOI E E PLATE FOUNDATIONS �I / - ucr, / \ \ UG I \ L ; \ � uTL� I JG 54 (SEE LA DWG'S & SHEET S441) , �. (n Q WM W vv �i Job/ REPAIR CONCRETE S� \ry \ Uri \ I TO G E \ = LTL�- O PROPOSED SANITARY Z SIDEWALK AS y \ \ I I gT11LDIN \ 4 EXIST. RETAINING m / CONNECTION STAIRS (SEE 0 / r \ O 0 SEE MEP PLANS FOR ARCH. PLANS 4"X6" NECESSARY \ \ / cc i L y T� � � m WALL (TO REMAIN) - 53 ( ) 0' �� \ } ti� DETAILS) VAULT TAPPING 6" HDPE IPS DR-13.5 a o J SLEEVE & k / VALVE / ti / 0 FORCE MAIN UT� \ /� \ r / EOI ! I GT 1 uG 4.25' PROPOSED Q J EO/ \ 1 ® \ C \ 7� / GRE LEGEND: Z c- TO BUILDING \ \ <G \ 52 / (SEE �O c) / . \ \ I / FOR El(S E LANDSCAPE PLAN) V 1 u OSE HARDSCAPE LLLI A, / \ CONCRETE SIDEWALK CAP 8" FIRE LINE FOR N; WFUTURE SPA 6- I GUEST R HEAVY DUTY CONCRETE CD co V + El 2 / EBOX INSIDE OLD Q�/ ��� \ ONNECTION PATIO - U� / ARCH. PL ~� Q 3 \ TV PED. CA TV CUTS. / \ / *, �, F FOR FORT �\O / TO BOIL /NG /� �� S \ \ / 0GP Q TO BUILDING �/ - S_�BAC'- , DET \ HEAVY DUTY ASPHALT O CONDUITS FROM UTI Q NET AND TRANS LIGHT DUTY ASPHALT �Q 61 a (SEE MEP PLANS FOF El o\ ® G \ P ucATv�, �� CROSSWALK \, INFORMATION) J \ \ \ \Gc \\ / / PERMEABLE PAVERS J IRR / / fG \ \ \ TO BUILDINGSIZE \ q J CHANT REINFORCED TURF /�Q \ \\ \ \\ X\ APLOC 0- +,��• S REPAIR ASPHALT E ARA ION BETWEEN \ \ PAVEMENT AS \ \ 1 \ \ UTILITY CROSSINGS (TYP) MILL AND OVERLAY TO BUILDING / TO WALL LIGHTS / Ia Q // �O POOL LIGHTS NECESSARY \l 4 \ \ 6" GRAVITY \ \ \\� GPI \ \ �k\ (PVC) \ \ - / U \ c c \ U IRR BOX J \�y IRR IRR I I �\ \ I C4.02 I I C4.00 S- I IRR HH \ \ o' \ PED PE NQ& q 6 RFq \ 6„-8" SAN PIPE `, �Z \ \ \\ \ \ � (APPEARS TO BE �\ \ l FROMBUILDING) \ \ �Gy / &I TFM oQ W TO BUILDING ° P REPAIR CONCRETE \ \ \ \GCT\ \ T\ TFMR I Y 1RRHHIRR H \ SIDEWALKAS [y\ \y\ NNECCESgSARY SANITARYMH \ NOTES: DH I C4.04 JOB NO. \Sq \ IRRIGATION TOP=435.65 - - w- - w- 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT 'AI SCALE 1"=20' I\ INV 1N=42776 \ MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL 1O p I C4.01 I 40241 cl INV OUT=427.02 \ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL a vl \ \ REQUIRED KNOX BOXES. S 0 20' 40' z I SHEET NO. I60 � J P �i \�\ I �------J C4.03 ° L BACKFLOW REVENGER \ \ \ G I 11.250 BEND CV (4) 45° BENDS �� I / \ II / — _ / } /�I Q CRAIG W. 7. KO'P.ARSK[ a / o Lic. No. 0402048507 / TRAFFIC RATED T SCH. 40/\ / 8" PVC / VC)CONDUITS �� / / / \� �psO3�20w / PULL BOX alp ION LL 4 q„w qU�,T 4" PVC Epp- 0� G SpN (2) 4" SCH. 40 PVC CONDUITS 0/ (PROVIDE TRACER WIRE) / G / \ \ 10 / SL �. T (4) 45° BENDS / QZ TRAFFIC RATED / aw C9 ICV \ SqN 8'F J� \, PULL BOX / M E N � C 8' / Q O SL S N 8 4„ „F REPAIR ASPHALT _ / PAVEMENT AS Lu >' 3 NECESSARY / ¢ x y 3 C 22.5° o /}cl / ®CKFLOW /cv / BEND / / /} � W L M REVENTER SAN CV \ \ P/04,- v ¢j o co < / J — Sri M O 01 / ICV \ / L �O/ j(2) o.__\ J� a > o N 75' SETBACK / �uOl L 900 BEND W ^ v ICV / 0OLD) Fps O/� SgAjC BENDS \ \� / F ? X O WM WVO\i VA �T / " qN "\ CV/ — — ucr� _ F� v v� J SL ll l R HH -- ucr a v a WM W O � \ F j A uo i V Icv >� U ICV J� G�/ REPAIR CONCRETE S �[y \UT� \ ~ c ON w z z G jv J SIDEWALKAS o N p z o 0 L / \ / TAPPING / NECESSARY �i\ \\ \ \ \ \ \ \ v O / CV / / o VAUL SLEEVE & / �� �� 6" HDPE IPS DR-13.5 UT<C) � m =i v� / (2) 45° BEND �/ S VALVE / // \ O FORCE MAIN / urt� __ w v= t GAS MAIN EXTENSION J / / / //L \ Z 2 z G (BY CITY GAS DEPT.) (2) 4" SCH. 40 PVC CONDUITS 9P \ �� QaL 0 0 0 J�a� � �/ � � �% � / o � /} w w w (PROVIDE TRACER WIRE) \\ Jul �/ / / / / �'yt � ¢ ¢ ¢ ICV V D z z z SP 8" PVC �O\ I S / / / l� EBOX INSIDE OLD 0 0 0 TURN AROUND AREA FOR EMERGENCY F 4" PVC \ ICV / / 3 TVPED. CATVCUTS. VEHICLES ��� p"" \ u l % TO BOIL ING �� \ Lu R 10' c\\ / / / /\O (� / \ w G EXIST. 15" RCP N 6" HDPE IPS DR-13.5 �GP/ W �� / = Lu o 0 0 R10' CULVERT TO REMAIN SP FORCE MAIN �� / / �Q S� / 61 F Q N N N ,✓/� m ko 00 O N o ti TRAFFIC RATED OPS N o '-' O PULL BOX / �I o o / \ IRR� r G2 > / / V 100' POND o \ HH / p YZ `.�� f � DATE BUFFER �\ O 20' 9R \ / / \\ / REPAIR ASPHALT } 03-26-2018 20 / / Q PAVEMENT AS R20' \\ NECESSARY y DRAWN BY 6" GRAVITY " _ \ \ / TFMR #DL37 9, / / �X (PVC) A. ALLISON (CIRCUIT G0324) GQ/ Q/ I \ TO BUILDING TO WALL LIGHTS METER _ Jo �IRR HH\ c� \ \ \ • DESIGNED BY 4) 45° / /� STANL%/ / \ x/ / SyR�eq IRR HH \ \ A. ALLISON / B DS / / / SANITARY SEPTIC LID ® Rey I • " 6-8" SAN PIPE • TOP=423.77 \ / / N p CHECKED BY R20' / / / / ® Q O � (APPEARS TO BE �Z \ -�/ O / FROMBUILDING) C. SHIFFLETT \ I ��^ ` / TO BUILDING lRR HH ° P REPAIR CONCRETE • SIDEWALKAS • • SCALE IRRHH \ O cpJ' G TANGENT / \ \ J / \ ° \ Q / NECESSARY `TZL POINT OF \ ® \ucT / I \S • 1"=20' CURVE (TYP.) V Q O / aN \ TOP=435.65�r1 ' / \ ��� INV 1N=427.76 R2.63 2' PVC GAS LINE G) oa \ I J \ c lNV OUT=42702 O POOL LIGHTS 60 r I ° UTILITY CABINET & CONC. / R2.5 PAD FOR TRANSFORMER W (SEE ARCH/MEP PLANS / FOR SIZE, LOCATION & / SL l \ s92 SPECIFICATIONS) f \ \ ED] IO / /` O \44, CL W � OX / � _ B40, \ OX S / \ I� R5O / \ \ FL U 6" PVC @ 2% 53.47' SLOPE 20'X20' SANITARY 0 (SANITARY PUMP STATION. O gyp. GRAVITY) \ / TOP OF STRUCTURE T� I V 6" ABOVE GRADE. R10' (2) 90° BENDS RETAINING WALL BQ / / (SEE SHEETS 6" CLEANOUT (SEE SHEET CIVIL SHEET S302) \ \ uca 1 PS-1-PS-3) INV:426.50 15.89, \ \ \\ \t\ SyQ W 25.5' PROVIDE 18" OF VERTICAL SEPARATION (4) 45° Q BETWEEN WATER & BENDS Zy 9 95 \ lRR SEWER LINES (MIN.) XX / HH 45° BEND�T F C / U' PROPOSED PUBLIC GAS LINE AND METER. G� \ / 0 0' 7 4,322 MBTU/H (5PSI IN/0.5 PSI OUT) \ 1 ~ C` L PUBLIC UTILITY SHALL INSTALL LINE AND GAS CONNECTION / Iz^wHlreoF; 7 \ 11 L METER. (TYP.) (SEE ARCH/MEP \ y y \ �� \ \ /1 < J 4" DOMESTIC WATER \ (2) 4" SCH. 40 PVC CONDUITS 45° BEND LINE CONNECTION \ (PROVIDE TRACER WIRE) LAUNDRY \ 4'x4' CONCRETE \ \ I O w \ \ 8„PVC / MAINTENANCE LANDING w _ Z � � Iz�• WHITE 900BEND BUILDING \ 1 WPOBUFFER RPq� < v, \ \ 1 \ H� 2'x2' COMMUNICATIONS MANHOLE (TYP) \ m 8" FIRE LINE \ I Q CONNECTION CONC. PAD FOR MEP EQUIPMENT' \ (SEE ARCH/MEP PLANS \ � \ L 30"WHITE OAK Q y. \ 4"DECIDUOUS KESWICK CLUB, LLC 900 BEND 4'x4' CONCRETE DB. 4723, PG. 596 25' LANDING \ LEGEND: Q PARCEL ID: 08000-00-00-011B0 I PROPOSE HARDSCAPE NOTES: (SEE LANDSCAPE PLAN) 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL CONCRETE SIDEWALK \ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL \ REQUIRED KNOX BOXES. Vim' 2. PRIOR TO THE INSTALLATION OF THE 4" DOMESTIC WATER LINE / ROD/F SERVICING THE LAUNDRY FACILITY, CONTRACTOR SHALL VERIFY HEAVY DUTY CONCRETE I C4.02 I C4.00 / EXISTING WATER MAIN SIZE TO CONFIRM ADEQUACY. CONTRACTOR I I A / SHALL NOTIFY ENGINEER UPON DISCOVERY OF ANY CONFLICT. El HEAVY DUTY ASPHALT I u, VLIGHT DUTY ASPHALT w / PERMEABLE PAVERS c .0 JOB NO. SCALE 1 "=20' co C4.03 I I I 40241 REINFORCED TURF Z I C4.01 THOMAS M. TAYLOR 0 20' 40' SHEET NO. / PARCELID: 08000 00-00-011A0 — — MILL AND OVERLAY L_ —J C4, 04 U) L -------------- /EX{STING 0AQ / / / /PfOR ACILITYN t 37 I STORM GRATE \ \ 600 TQP=441.74 CRITICAL ri : I I INV �N-439.06 y � SLOPES TYP. , , I 1 /NV O T=438.84 r G 6v (POTTmMlI)ILLED MDEBRIS) 1 \� I STOR GR�1 TE TO =44 � 79 r r ' - - / / 25 �/ 1��lNV N-439.N6 \ \ \ \ (OTTOM FILLiD W//DEBRIS n \ D 1 \ \ \ \ \ \ \ /6 LIMITS OF DA SURVEY SLOPES( TYP. \ \ \ \ \ ao 447 C5.02 C5.04 C5.03 I C5.01 — — — LI— —I J J J Pl-Ta � C O U CRMGW i KOTARSKI Lic. No. 04020"507 `.o 11 /05/20 E 0M N O N N E E 3 ¢ tj C ] LL 0 n w O o o'Wtm <_j Uc0 w J —ui a>oN N U W ai 7 SCALE 1"=20' 00 Q p Lo xa O ILL r- 0 20, 40, a Z oa Ln 2 ry 0C u i DATE 1 I I� l.L. � -I�� V O • � ON Lw �03-26-2018 DRAWN BY 0414 A. ALLISON jk • .�..,,, %ffw j,1DESIGNED BY A. ALLISON ® �t A CHECKED BY EARN '0� gg ` ,C. SHIFFLETT SAM v - I1'I,I,I,i 0-5 F4jTI Z 'I RQ011 110, IL ILI III♦ rl�Jv/�J� , i � .♦ .� ♦ ♦ \ �i ♦ �i.��,,♦, _ � � �� ♦: � III `VI�I�IiJ� .��� ®' II�I��Ii i♦I \ ��i'���I�I�/'�V.' ��``� ""o��,i� �' �.•� � � .. • . • e .. � ° "�� .. •. r • ►I!�J�J�J'�J�J° � s : � `�♦j�►�Jj�����i✓�,�� ��l r' w,� ` �• "' I�n ! - : " `'° o • • e , .. - 4EI tI'♦��• ♦ ���0����,s� ,ICJ♦!�� ��j'1 n �, ♦ ♦ �> �\�► � ' \� I'�' ♦♦� �J�J�� �� i�Jil I AI♦. I I I I I . ♦�,. I\ d\, i ° • •�J�. ,�yI;!'��♦;♦,jJ �• .I `�♦:,IN,v3w.���. • �•�`I/♦VI���`i/?►i���IIA���LIL��♦♦VIjI�♦��`I•jJI:�V�jI� � �i��♦Ii;♦•.I`♦�'I�O���t,�II�J3��w:�II!^i>;'h/����It!♦r♦�wfI♦•�� JI •��L♦,. ) .ii�ll 'I�OIJ���C♦III�I����VI�1ii���.�JI���ii►. `?,♦0'�'Qf��.� 1���► �� �- f♦��N iI aj�I ,Ij/�v��J�jI�I1'•I�IJI �J�i♦� II��"s�' ` ` \ �: • . e .. .. ,,,,r;✓i : ' , .. , • ; .oI III \ °, \ •.. - : • - . - ` / I�I�I�Io/ �� I I I I I�i. I I J I ���� I+�►��V ��; �.�. .�♦♦/�� A .♦♦♦.♦♦♦, ♦t `. % � �o°w►\ems ��IrI r�i���i ` �y'ih+r''I'i♦i ♦��ti►`�I�I I�I�I�,� ' � , • r �1. ��� � ` � '•` � •' / ��, _. ' ��►�. \ �Y �a •� MONSS,,,�►• 1 ♦>,,, I,,,,, ♦,,, ♦.�,, ♦ ♦,�♦,,, ` ��� 1 • I< it / _ _ ` \ \ I�I ♦I�O'`G.♦`�L. �AiO'♦I�I�I�I�Ii• ♦��o'I�IiI�i I .. ♦�,� '�IiI V�.•'V IJ.AI�'I�I�I''I� :I I I I I •' 1 h \ . ♦• I I I. I I Wim", s' I I I I ♦ i'v I .J. _ �i� , �I( \ /s�� j• •,,, •��1'♦�jJJ♦iO A IJi4 �♦ I!I.. ♦ ♦, �•'IIi ♦��♦1451b♦ ♦,. : • • 1 `���OJIir�i��II��II/�'iII��I.♦ v ���.�. rr, �� • • II 1�'� V\� �. • • 1. ° PNNO v ♦ ,♦ ,♦ t AI I -I // , w...., . I Avg �♦,. = .♦�' I / I' !- I� - �• �'_Ilf ► , I�W�RW 0,10A AW02 ��. • 1 _ ♦j�jij♦j�j��� ••�.♦G / 1 ���� ��' r 111 �\ 4 co • ♦ICI ��,�I� �� � °� ��\�,\ � .,�j A,.� ♦. ♦ � � ♦ ♦ � / . - . � ♦:♦�♦ 1♦♦♦ `��-°v�Illl�`,� III,, :•- • l♦♦LI. 1 r �L♦l'�#54I VIa\L!�I1 ` \/ �I�I�I�I,.;� \I1I�I�I�� i '-���`l:.' ( • '�♦A,;,;, \ 1 �,L,,;,,, � `` ` •,I�I�A�I 1 • • � •-'�;I�I�I�I� i ���I�I�I�I � 1 ,r,I♦I♦Zoo � ; e kI�I♦,1.�., 1 �I�I�Iw.��, � �I�����I�• E�� + / I�� v / • � \ �j�j�j ' \ i�j�mi����, • 1 • J! Jai. • ♦J�J�J��♦ °� r /♦ , ram = > �i .. i © . • . .. i 1, 1 ��►��♦�� \ r ����i! . '~IiG� III 11 :III♦� i 1 Ill 1 ►y. �1 ♦• I�..I���I ® :r.. :?' mml �I�♦/ I �1 �� Nov\� ,, A, .�.�;✓'I .►�I�I♦I+ 1'` �S\+r ���j�'s� � r.�.LI�1 � 1 �j��� rlrgr 'fir' l� �! \��1/�'� v,•,•I�j�i 1;y�,�,�1 I r rrrr ,� _ f� I♦I i „, i♦I�y���, a 4.�i�I. ��I�I�I I'IILI,EI / b�I�%'� i� ••� • ...11 1►.,IrI�I�I �♦,I♦pa,Ir�;!c. `� i,�,♦ -�I, .-II�Ii,I,•i♦I� r� -�-�� 1/A� , �I���i�. v I:�I�I D �I I I I I I'� " �I��•�I/i 1 - I �'iui � J�J�J� 1 ►' i���Ib ` ` �;�I��� �iy �� l ��I�I�I'•+:v 1 r•,_ . -. - . - .��� . �i���j, 1 ►�j,♦,Vq . \ ��il ° � ►����J�J� r"��J>��i� I - .0 • • • � • ��♦�4 ,:5� �/r:' JOB NO. INV:460.47,, SHEET NO. 1 • • ® p �i_ 111 �•.��_ �. �l�f—"!L�/r.. ,lll �/IL�� .. .. � _ '. .. ••7 �s��il QI/i1.7/� _w L m N H = 9.5' / o f., , - „ 11 1 1 1 I I • / 4" HDPE INV. 46235 4" FOUNDATION DRAIN / / / I I \ \ 'I, , I. t l ('I I I I I I I I INV. 0.00 o SEE ARCH PLANS 3 2 / INV. AT FOUNDATION ±461.83 r FOR ROOF LEADER / (1 % SLOPE MIN TO STORM / `er' / / / / I I I I ` / \ / !- i LOCATION/TIE-IN. I STRUCTURE) ' SOLI / r- 13 117 C 465 / 382' OF ACO K50 \ , . P. / / � TRENCH DRAIN / /// / / I I I \ ( l 1 I I I / �, i - _ � � � � , �I -\ \ 1 1 I I C5.02 I C5.00 10, //7CID I INV:454.77 / o Cre-^" RAIGWJ. KO'P.ARSKI I.. BrOR N 10 L � 1 ;�._�,(,It r/ / /// I i 1 -\\ \\ I I //��✓�2�07 T - .d�0 TING AN C5.04 Isc, G / / l aNAi I PROPOSED FRENCH DRAINAGE SYSTEM/ 'r / . / , I 1 / / 1 I I 1 I I / / I / I I C5.03 GA6ION / SYSTEM SHALL TIE TO THE NEAREST 12" NYLOPLAST BASIN PULL BOX /' / I I / WALLA I - 1 PROPOSED STORMWATER STRUCTURE. SOLID COVER 7- I TW 45 ETA SHEET REFER TO SHC1.04 FOR DETAILS. INV OUT = 444.00 IN'V:454.98 BW 45680 4" RFORATED I � \ � 334 \ � � PVC .( k . \ 2 4" PVC ELECTRICAL \ NDERDRAI \ r \ ) Q CONDUITS WITH PULL BOXES I "HD E p INV:460.47 \(4/ ; / / / r ' I I I/ // /r ////llll l//1.1.. "� E (TY 1 _ - 6" LOCATED BENEATH PAVERS 1%S OPT / �j / / / INV:462.28 S 0.5% SLOPE MIN. - / _ / / / r / / / / / / , / % y V' o 4" STORM DRAIN 6" P� / / ' r 1 I / / / / / / / / nNi c \ \ / CONNECTION. 1% LOP / ;` / l / / / / / I l I Q o I \ \ I SEE ARCH/MEP PLANS ` _ (4) 'OLp�' / / / / / / / / / / / / E rlo FOR DETAILS. �SU FAQ �415 \ I I I l / / / / l / v W \� ` \ / N 332' OF ACO K50 ° DFIN i Il i , / 1 / J I / I / / / / l I H W > 3C�/TRENCH DRAIN ROOF LEADER ° PULOX CONNECTION. I I 1 / l/ I I // <c a 3 I 1 F\ M \ / I { J i h l ....'. I I I / I l l / l / l 1 / w 0 r6� 1 w \ o SEE ARCH/MEP PLANS ® / / / \ p. FOR DETAILS. M SCALE 1 "=20' °o o- > o r4 QO W -4 r�•1 414 .. .. 0 20' 40' Z C X Ull ` \ t158' OF ACO / \ I ... \ ` - - - - \ \ I \ \ .... .'. '.. H ui w z z rn K100 TRENCH / \ I� \\ \ \ \ \ \ \ \ \ \ \\ $ r4 z O O \ I D IN 1 Il \\ \ \ \ \ \ \ I \ \\ \\ .',,..?•.:. _ \ ! \\ 1 / h 1 n 1 ..1. t111\. \\_ ..�....�.,. - \ \\ \\ NOTES: 3 ~ W rU" � PROPOSED FRENCH DRAINAGE j \ \ - \ \ \ \ \ \ \ \ \ \ \ .. .. .. .. 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH W W W \ SYSTEM. SYSTEM SHALL TIE TO THE I +( - ' `' ' ' \ \ \ \ \ \ A FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDS g F ` - NEAREST PROPOSED STORMWATER UNDERDRAINS. Z 2 Z STRUCTURE. REFER TO SHEET C1.04 , - - �' \' 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS \ - \ FOR DETAILS. I I / I I �. \ / '.'. TO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES ss r 1- 8" TOLL EFINT / \ \ \ \ �....\ . \ . V. o z z 2 `1' ' \ , \ \'. (8") AND A MINIMUM SLOPE OF TWO PERCENT 2 /o . O g \ / / \' -44 / \ \ \ \\' \ \ '\ \' \ 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER a n a \ 1 (2) 4" PVC ELECTRICAL \'. \ . \ \ \ \ .. ..\ .'.' \ 1'.'.�......' = w w / - I TREN(iH DRAI \ . \' . \ I / CONDUITS TO TERMINATE \ \ .\ _ \ \ \ \ \' \ ... STRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED IN C7 ti \ _ I 1 f \ \ �. \...\ .\ \... \ \ cn m cn WITH A PULL BOX - I (TYP') 11 1 \ \ _ \ \ \ \ \ \ \ .'.. . \ \ .\ . \ . 1 .\ .1." STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO O 1 4" PVC 1.5% 1 1 - - \ \ \ \ \ \ \ 1 ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL O O O CZ ck� Ix �� / ( I 1 \ - \ \ - \ \ \ \ \ \ 1 I 1 1 ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION F - UGQ 0 I / SLOb'E MIN.) I \ \ \ \ \ \ t \ 1 \ I I I HAS BEEN PROVIDED. p ' I 1 \ \gym ,I =• I 4" STORM DRAIN 1 \ \ \ _ _ \ \ \\ \ \.'.'\ ' ' 'I 'I I •I I 1 I I 1 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT > CONNECTION. 1 I \ ' - '- _ \ \ \ ) I, ,� , I I I I \ CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND W_ 0 0 0 I 0 1 l . 1 I I I I I 1 INSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHERWISE. = o 0 0 SEE ARCH/MEP PLANS - PULL BOX / � - I / I \ \ - - - - - � r \ \ 1 I. I.. I .I .I . I -.1 I . I I I U � N N N FOR DETAILS. I II Q UGP \ p°'� I\ /r - - \ / / I I _ _ .l' 1 `\ \ I .'1'.'+.. 1 .� I" F.' ' 1 ' I "+. '1 1 z N o 0 (2) 4' PVC ELECTRICAL `i �l I -S\.\ \ . \ \I 11 .'I'. 1 .'.i( '/' I' ' L'. 1 I . + .I . I 1 O o o ` - f _ / CONDUITS WITH PULL BOXES ` \ I I 1 \ 1. L . I. 1 LOCATED BENEATH PAVERS v� .. � g \ 1 j / I I I / I I 1 0.5% SLOPE MIN. $ gC I II .�.�..1.�..� ... DATE 412A / / , t..).I \03-26-2018 & ./ a5. 1. .1 DRAWN BY 6" HDPE ,�PULL BI.1 I . . 1% SLOPE / ,, / �' 1.\ 1 i -_/ { ..I I.'.I'.I. /' 1.'. '1 ././.. .. . 12" NYLOPLAST BASIN (4� 6" DIA. / / L , 'I 1. I .'J ' ( 1 ' 1 ' I 1 1 ' 1 I 1 A. ALLISON r� � dURFACUTLSOLID COVER I / / 1 INV OUT = 449.00 / DRAIN / CRITICAL \ / SEE ARCH S II _ 1i / / \ I \. 1..1 . { . l I { 1 I I 1. I I . I. • DESIGNED BY ` 1 -e3 FOR RAMP/ TA RS. ..1 I - \ K" 1 1. l.. 1 .'I . ( I '.' '.I• . 1 L UTL� ro SLOPES TYP. \ '•i 11 - ROOF LEADER CONNECTION. y �' � / / I 0. I I (' I ' t 1 l 1 4 ( ) HDPE j t I I I. I • • I 6 \ j; // /// / SEE ARCH/MEP PLANS FOR DETAILS. � � 1% SL a4g / / ' ` - � ' I I r \ l I +'../ .. 1.' I ' t ' I l' ' 1'. • A. ALLISON /\ l o >� �l/il STORM DRAIN\\ SEE OR DETAILS. i $ 448 / 4a8 / / W I 1 I , I ( 1 \ � . I . I / I { p • CHECKED BY � / I � '.I L'. .'I { 1 I 1.'. /' :.l , 41 r ro / r r \ \/ 1 I. . I •I I . 11/ Y l 1 I I %/,j 6" TO PR PVC ROOF v� Q�5 / / ba h \ 1 1 I 11 • )- � a � / ' / i C�.D` / /' I \\ I I .11 I I /...'./ /! .I 1 1 / LEADER TO PR�VID!< tl.0% / / I 1 I I � { (, y / C. SHIFFLETT SLOPE�dINIbr1UM PVC \ STORM DRAIN (TVP7 trrY` 1I •• • SCALE CONNECTION. 1"=20' 51 PPLANS 0 AILS. J / 4 1 \ / . .4 . < ./../. / / ./ ./ j...l. ' l 1 I , • 447 / \ _ ' - - - =. \ ... - \ / HDPE aaS r . / •( / ' / \'.'> .' / / / l V / 6"SCH-80 CRO.. \ ` ,,,' / o // /%SLOPE ,+ }' a F..e ;',°rn`. / / I I I I r.. .\ `' ✓ ✓./!/'/ /./f.�'!./ '/, , .� ./ .j/ r / / // LEADER TO PROVI DOWNSPOUT Q° / SLOPE MI 446 (TYP-)L444 41 &a /, 27 / ��'� / //...) /' ' �.'. / / '/ /. /r rl I /I / l Lu �OUNDATK)NtDRAINRGF$Q-� 4 TSEE`NOFE #3-IkiIS SHEET) \ \4SS 4 .: y 432 ,.// pp• / / ..L' .. , J . % .. / .! . , / J 1 I \ / / I \ o� - _ - \ \ - - b /.. //' 4A o A / / I A35 / r < ✓: r / ..� , l l % , r / ' I w �WNSPOU��I 209 l) I _ ( \ A �``-- \��r / � _ ` ` II II II I ~•J° d°` /.'b� � -. -- O (o �. / I --TICAi \ \ � � � � \ _ 5 • / \ \1 �/. / 11 4" PVC STORM DRAIN \ \\ . \' �, / J °' d- ,l /l ,ISLOPES (TYO.) CONNECTION (1 /o SLOP.LANS a / ON - SEE ARCH/MEP P3' � "� � / / / / / / � ' r I ( FOR DETAILS. \ _ / 6' SCH-80 PVC ROOF APPROX. LOCATION � \ , ` , a � c oG _ \ \ d�a bb \ ♦ / - A09 'y,. / ( 1 / / / / / / / , ., . /.' /.'. , \Q �� z LEADER TO PROVIDE 1.0% -' \ � - / / / / / / ! / EXIST. 15" RCP _LINE_ - "I- - ° ' ah _ r r / < / / / • ,' ° \ - \ \ \ \ \ ` (TYP) MINIMUM INSTALL MAN-HO E TO (' \ 1 kMWATER. i/ �N , / 'I \'.. \ W REDIRE'Tk�TOFOUNDATION DRAIN , ui a" INV. AT FOUNDATION 1429 00 rv� / , . (1% SLOPE MIN TO STORM I ' . \ �� V . 443- TI ili I P SO , / ' STRUCTURE) ... .. \ _ ui FOUNDATION DRAIN III ° ! G� �' •' • / •. i % .. .. U) Q I 1 _ r ! -\ \ \ \ \ � INV. AT FOUNDATION 3d32 00 � • � 429 � ° � I I / ' / / \ I V ' z (1% SLOPE MIN TO STORM \ I Fy STRUCTURE) B" SCH-80 PVC ROOF e Ills ry°� I I / 1 // f \ I (D L J \0 _ _ _ I _ _ - _ \ _ \ - 439' '. � � .. l '\ \ \; �� 1.0% SLOPE MINIMUM II�''' � li�i � I- �•, / / %. \ \ / / I i 7� � l^I _ \ �- - -d36 � \� a., � °..'b^. \ \ I DOWNSPOUT 9`;1 ', �1., :• , 1 ... .,.. \ , / �/ Oak \ \[✓G \ ® - - \ \, - -437 \.\ \.a��• _ \ FOUNDATION DRAINAGE // / / 406 1 / / I prl I \o\ ... \ y /t 1 z 512 (SEE NOTE #3 THIS SHEET) / / / dl �., I t \ , D /y\ \ FOUNDATION DRAIN / / i ' 4 / I I \ / / / O INV. AT FOUNDATION ±429.50 / U -�.. \ \ (1% SLOPE MIN TO STORM / l 1 � 1 STORM GRATE / / I UJ _ y z ,/� 1 TOP=408.56 439 0 - \ \ / - _ ,' DETENTIOWPIPE / D / \ / , / H� � V co NV 1N( EJ 43 .1 / ' / / / / / ^ J z l N(NI I --I IN UT=V9.37 -02NCR€T£-PADY.c\t OODEN STATUE _ - - ' -� -r ' ^ `h \ O�� _ _ ' J / / r / 0 1 1 15"RCP -2 �\ \ \I ��.'. ,\ oA \ �1\\ \ �\ \ / \ :.,_ 5 --- �` boi• r / �� /' �Dr\i 1 \ x\ 1 � 11 I 1 --:-_ Ll 2'PAVERS T GLUM ACCESS RIS€RVITH I^ N v / r MH=1 FRAME &CDV_ER P. WOOD GAZEBO / \ \Lu DECIOUb ' \ / \V- \ ` G / FOUNDATION DRAIN - _ - ' _ - - _ \ \ \ \ \ \ \ \ - '"""''/ - - - - \ 12" D CIDUOUS � \ / \ \ \\ 1 / = ' �\' \ EXIST\ 11 Y / U / (Nk SLOPEUM N TO STORM 00 - _ _ - - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 24° wyrr�• k \ \ \ + \ \ 4' WOOD FENCE \ `X / \ /J r � - - - - - - - - \ \ \ \ \ \ \ \ 16;' RCP UTL STRUCTURE) - - - - - - - I \ \ \ \ X \\u \ \\ M �� /l ✓ - '---------- \\ \\ \\ \ \ \ \\\\\\ JOB NO. 4'w \ - \ '/ --- --- \ \ \ 0 / \ \ �\ _ STORMIGRA�E \ / / - _ - - _ - _ - _ \ \ \ I \ \ °7 TOP=43).92 \ / /l \ _ _ - - - _ _ - - _ - - \ \ \ \ \ ` \ \ a 40G 41 INVIN=4J702 l / / Oaf' /� -- \ \ - _ --_ g / f \ \ o \ \ s \ INV OUT=�6.74 \ _ _ _ _ - \ �Q /� \ \ - - - - - _ _ \ \ \ SHEET N0. A �� / , / ,/ ,/ � \ / / l Y 1 \ � \ \ � I \\ Ga COBBLES TOA(E l \ \---------'-------__ C5.01 BAND / \ \ _ _ `\ \ \ \ 0"t�EGIt�UUS/ Ys \ _ -- _------ - - - - -- _ 3\ 1 \ O 1 \ k \ \ L / NOTES: 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDS / / I I ` y / // \ / i // .7 `Y / / J/ // c / \ \ // 5 C5.00 �y Pl-TH Off, UNDERDRAINS. STO�MGRATE 1 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS / / _ / / /� / I / /i 7�./ - I = ' , \ \ I \I TQP=441.7E r wip TO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES l 1 / I �s ! / CRITICAL / / I l / \ ( \ �i/ / /�1/NV�N=439.06 ' (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%). / / \ y • /•/ SLOPES TYP. I P� I lNV O(/T=438.8E 1 G 1 1 \ / . iy./ ./ / ( / O 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER / I - - I \ yy �/ / I 0 I r CRAIGW. J. KO'tARSKI \ _ \ _ l / / 6�� (�OTTOM�ILLED W(DEBRIS) — — Lic.No.0402048507 STRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED IN / \ I I\ / \ ' y i %/' ' / // / Cj l I I / l/ y / / \� I STOR GR�I I d STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO I \ / y // PF �� I TO -441l79 I I pol I /03/20 ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL / / l \ 1 \ \ \ y / ./ /.�'. J / y ./ / Q / \ \ y / / 5 INV N=439.N6 I C5.04 ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION / '( / / 11 I 2 d I I I C5.03 s�°NAz� HAS BEEN PROVIDED. r l / / / / / i i 1 ()OTTOM FILLED W DEBRIS) 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT I I / / / \ / / / / / ( .y '' I 1 I C5' 0 1 / I l //... y .. .i \ I J CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND INSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHER SE. I ( \ y !.we 343 so •mil/ / �0`�A��` �J������� ►�- i� .... � . }:..(��� ( / ..._• / I � \ICI I��" � � �� � , � � ��� � • .. .. ZZ � II ... III♦ 1 �,,,,,:, ���J�,���w,;. ��� ®•,.,.�.w. ,off I k W.A uI• /i � �q`,I,L,I� �+'�I I � .III • , ,, .. SIN e� �� /; ♦I%III• ../I♦IIAL. IIIII-. II�:I. ev, < _ 7�v NOW •�..v�i�i�i ..�i,•i�i►�iv.�r. �i ►ice/i�i�iw.. ♦ •; . ♦ ��.f *� � � .,�> � ►>�j� .�.�I�I�I�I�. �c�. II I D I I. '�:f.! r . , { I ♦ - �i>iI AI I . Jv� i / •� ,III I... + ♦ I♦III• . I , �'��` ISO • I I / I f� I / I Iir �' I• GI <% ` I II II• - 1 J,,If�,,, � ,I.•I,I,I/,. ��.� �L� �>�>�>���A� �I��♦�I I I•+� I -ia, � � +;1.f:: Y , •' . , .�����jt. l ,♦�,A•♦ •�j�r,;,;,,�,�� ♦,.: - ■ .. � .. .�•i.`♦°I,I♦°I,I,I. •,i`j� , �� � � '1 � � p ,>,J1I,I�I�I,+� `+I► ,./�,��i��.♦j-c.• .. �,I Iw :> !I I �I I �. ill I I � �I\, �J: /�' ♦�yI,I,I�,, � r i.l:' . f� �;� / =� ■ ♦ � V•/ � � � 1 .,o��. ����- s ■ •■' � � � �•I. .,,_her° , wo � � w� � ♦1 .>. �♦♦ . � r♦� •� �ID � y// �� , i j j >••i I I �✓ y� ' I I I �Ia ' ■ • . ■ .. ` ``I `:,,, �� 1� .fir. \ \♦A,�,�'-at: - 1 ►%I•�:1" _ III ►,,;,,�`� �� �` . ��\, �a I♦•I 1 1 I�I�i♦�, > =♦.' I I �iI I I I�� �j / � � �►� 40�`��� • I1 I 1,1' I �I�I � r •�,�,%► , • ���- � �►��°G���� < \��I�I�I�, • � �����AiV � 1 � � �:� ° � • - ■ ■ - . i ���,����� 1 . �; I I D � I I I � .I. I I I i . I � �:Ii 1, IF :� , . r ;.� '. ��i�j�j� 1 `►i �I�fR;� \ � _ �I �I•°Iwo ;:° ��%I I == U � III, , • i \ •1 ir! L H� IPE129 b - INVA45.26 0.5°hSLOPEMINIMU DECK SEE ARC PLANS"FOR BEfAIrS ITAdE / \ \ / / N / -A 0 47.84 337 /(SEE NOTE #a"IS-7- _\ H-1 t FIRAME &C ER S EET) P. / / INV:4 3.59 ' - A I \ ' \ / I, \ \ ' P _ \ 'ly •l.,J ) , 6 \ '6C�VtlNSPOUT ` \ �pL.T.�I � / CRITICAL / ( '( \ \ 152 \ ` \ \ \ t30'OFA too / �% r / / / / q / / \ �53 v� A\ THE D / �' v \I\ / 4. / / \ $ \ \ / 1 I I \\ \ ..... , ' 6" SCH 80 PVC R 1\ ' SLOPES (TYP.J ,,.. ' / / � \ / � �4s:i Aa3 - 1 / INVA45.09 / w 4 SOLID o / y Q -.'• - \ \ \ \\ \' SLOPE MIMMUM� �CRAIGW i KO'PARSm 319A r \' oQ PVC _ / Lie. No. 0402048507 i.. (TYP.) 338 � '� \ �. ` _ - � \ � o / INVA53.25/ (k�� '°• v\ - cry 6�F44S I S/0r 3/20G \`_``I C PD TENPIQ // p£� ' / INV:453.7� 'l - \Il/ m� \t r �r ° I 4" PERF r / / N,TYP. / 4" HDPE INV. 462.35 ` \ \ �°`- \I I 20A / SEE ARCH PLANS 445 / I GABION WALL 2 FOR ROOF LEADER ' RAIN CHAIN TW 457.00 / i . / LOCATION/T E-IN. / ($EE DETAIL 456. SH -- / 0.5' G D RIPRAP INV:456.67 ' EETCt o) / M E N BIN 00 p t /( WIDTH 1 = 1.0' /, ✓.' // ' ���, N U INV:45 . 340 / o _ Y I / ll�/:448.87 b t 24" NYLOPLAST .. 10 WIDTH 2-5.3' ' v v I / 1 / 1 YARD DRAIN W H / INV:45 35 , / / � I / h / I ) LENG t'I = 5.0 0 / ` •• , ` c I ` I h \ H = DIME GRAT /' \ > E I \ I 1 / \ / \ p �109 �EP� 0.75' I V:460. 5 TRENCH T DRAIN v3 / / \ / TRENCH DRAIN N LASS Al J \\ RIPRAP 1 339 / / F- w 5,A1/IG DIA RIPRAR I V:4 .95 / \ \ / / ° / ~ 'y + 3 4" FOUNDATION DRAIN Q IL O / I - 1.0' p ` D 1 I I INV. AT FOUNDATION±461.83 LL n PERF0 D P >' %/ w O o ' •'"` NDER AIN P. ^ ` 2O 11 ( (1%SLOPEMIN TO STORM K W s rn INV: ri.90 ( ) INV:458.71 118 L / $rRUCruRE) -j cU m Ln 5' r ° ` " ' 6` / I �/ FOUNDATION DRAINAGE p11 w[ F s O U) BIORETEN ON a / \ / / (SEE NOTE #3 THIS SHEETFACILITY 2 C) N � 0.5' AVG DI 3: o co x 1 ���0 h e� a DTH1-I- IDI /"PE RF RATED PVC \ / 3 r !' ` N FI = 9.5' / ° 4" HDPE INV. 462.35 4" FOUNDATION DRAIN U j ko V D / I / / 4 I / \ \ / UNDER IN yn`� IN 0.00 SEE ARCH PLANS 3 2 /_I INV. AT FOUNDATION±461.83 = Q to (n 449, _ IN .454.4g ' rn / , FOR ROOF LEADER / (1% SLOPE MIN TO STORM ~ c / rn w Z Z \ SHRUB/SMALL 2 // / / I - I ' - ' / / LOCATIONTTIE-IN. I STRUCTURE) y r4 Z OO 1 \ I V: 5 .0 I' / \ II \ \ \ "d1n SOLI TREEAREA 465 / t8z'OF ACO K5o ° ENTION P.) C N pP Z tip to / \ CILITY 3 ' \ 702 Z '/� \ P/ O `� TRENCH DRAIN 00 -1 U) m p/ > > 'Kill W BIORETEN ON TURF i � \ r � 11 � ` ` - _ _ , INVA54"77 / \ P NTIN 1 0 / R y "C.O. \ / \' o / - \ I/ - 1 cci I / // Z 2 Z IONW ,/ \ / j- � / \ � I � � / / o� 0.001 703 � BIOR N 10 /I / / BVy 9.00 \ 54.1 a TU z z z ` 1 / 1 \ \ \ \ 4" NYLO ST SHRUB/SMALL I 1 \ 45355TIN I 1 1 \ - \ TREEAREA 1 G ' I a a DOME GRATH a51 / / �k� / NV:453.73 / GAS ON / / / I PROPOSED FRENCH DRAINAGE SYSTEM 12° NYLOPLA (D SYSTEM SHALL TIE TO THE NEAREST ul rA ut 4.78 l / INV OUT = z Z Z ` \ WALL.�A y 1 PROPOSED STORMWATER STRUCTURE. SOLI K Al / , I / \ / TW 457., . / l REFER TO SHEET C1.04 FOR DETAILS. O O O 1 \ \ 9 I INVA54.98 BIN 45680 4" RFORATED +. l Q w ✓ 334 \ w / (2) 4" PVC ELECT o 0 0 PVC \ \ \\ \ \ \ 1 NDERDRAI e.« \ _ s r ® v ° ` ° , \ p INVA60.47 \ \ 4")/(//i g CONDUITS WITH PULL B V w rN N N ®® I \ / (T1 1 _ - 6"11/ LOCATED BENEATH PA Q F (. �� y \ \ \ /I \ o \ INVA62.28 g Q ry o 0 \ \ \ \ 1 0.5% SLOPE z Q , \ �\ _` J \ \o \ \ sr B c \I 1 I \ \_ / 4" STORM DRAIN 0 o ti CONNECTION br) SEE ARCH/MEP PLAN > \ / UT L N FOR DETAILS. DATE 8'F 8"F 1 G G 1 / t32'OF ACO K50 0 I� \ �'\ I / / TRENCH DRAIN ROOF LEADER >- 03-26-2018 I \ CONNECTION. o 8 ) SEE ARCH/MEP PLANS I I // 11 \ \ \ �6• � I \ �' \ GT\ / >T \ G TQ G 6, I \ 1 F M \ � N. � \ � \ \ 0 1 \ 3.3' F° \ I h DRAWN BY \ \ \ v / \ 1 0 \ \ I \ 8,F Ph \ \ I FOR DETAILS. A. ALLISON `b \ \ • \ \ \ \� \ \\ \ \ \ \ <\ \ N',Y / / • DESIGNED BY \\ \\\ \ \ \ G / 70 \ try// / \ \ 1 \ \ I \ ^ �3- - - 1 \ \ \ \ . •' < •. \ ,..;_� I / I r - - ` / A. ALLISON \ /� `C/ / I Yip ' � \ \ \\\ K \ \ \ \ " \ . ` ` CD • CHECKED BY _4C-j _ \ 1 I / 1 • C. SHIFFLETT / \ \ . \ \ \ / SCALE 456 \\ \ �a...•\ \ `� \ 1 \ 1 "=20' PROPOSED FRENCH • \1 _ \ SYSTEM. SYSTEM SHALL T \ s // / �\ \\ // / II / \\ \ `\ \\ >` •° ., ? \ \. \\ / l NEAREST PROPOSED / / � 1 / \ / / I � I \ \ S •< \ \ , \ STRUCTURE. REFER TOOS SOH • I7- /I v /Lp r \o \ \ ` \ - I (2) 4" PVC ELECTRICAL w \ /��1 // / z 11 / 1 / I ` III \ �O \ \ \ \ `_ \ `\ I \ s \ \ \ 1 / I / CONDUITS TO TERMINATE , ;\ WITH APULL BOX Lu \ \ \ 4" STORM DRAIN > T �� l \ ` / \\ l 11 Q 1 \\\k \ �� \ \ \ S \ \ . ` \ ✓ 1 Qo ` =• ` \ \ iQRMGRA CONNECTION. \ \ \ SEE ARCH/MEP PLANS O yN \\/lFlll .78 68 \i F `\ Y / 1 // 1 I q/ / \\ \ /�\ /\\ \ \ \ \ \\ \\ -/ _ _ \\. rn� I\ FOR DETAILS. \ ' l \ o \ / (2) 4" PVC ELECTRICALUGP ^ CONDUITS WITH PULL BOXES \ \ 1 \ \ \ `S41' i \ ®\� [� \\ l I 1 / \ I I \ / \\ �\ \ \ c\ I/ ;% \ \ ss - - - / - �� 1 \ I I II LOCATED BENEATH PAVERS C 1 I I \ \ 1 I N _ _ \ Q° �/ \ "w 0.5% SLOPE MIN. ♦ G z \\ \.. \ _ d / _ _ \ \.,.j\I5. I",v ......... / ., I.j. .. ..,.ui �AN 0 / / \ \ - 6�HDPE \ 40-UGT, %SLOPE_ 12NYLOPLAST BASIN ucr� � W TLC 1 / s . 1 1, \ G /r -: llh SOLID COVER Q UG r \ \I I \ \ \ \ \ I \ W \ . \ \ CRITICAL \ / SEE ARCH NS lI INV OUT = 449.00 v/ / z (-+ \� \ \ U I I\ I \ I .� �� FOR RAMP/ TA RS. , ! 'I _ -r\ \ \\ a N, -OR UTL , o SLOPES (TYP.J \ '.i \ I ROOF LEADER CONNECTION. Q-I Q SEE ARCH/MEP PLANS FOR DETAILS. Q 45 � ; � l I o � !j y ' STORM DRAIN v_ - % i Q6" HDPE IPS �` UTL FORCE MAINU rL, 6" S&k80 PVC ROOF sn \ ®\ LEADER TO PRbVH]F a-0% III < z Q JJJ �' aVC STORM DRAIN (T'rP7 .�8 - _ ` \ \ \ \ / 1 \ _ w /G a 1 .a / I 458 ' ' '� // / \ O 1 \ .1 \ / , �- \ \ C �/ SLOPE 4UM / --4 \ \ \ \-\ �� \_ �G H \ A A59 i / S4 S 4S6 457� 4 // CONNECTION. i U Q \--- \ `� cr 1 4 4S I "__• //�i / 8. 1 \ �, / \ \ \ I \\\ \ E CH/MEP PLANS �II // 7 Z 1 \ ON \ �� I Z W / N. y \ \ \ \ �- - / \ \ / (ND NOT 0 ) \ \ � i END NOT O SERVD \ / / / \ l // ya' / = o- = -- --�=_ \ \ \ \.` V\ \ \ 'r \ �, \� \ 448 21 �- _ 447 \ /-- d / /'H �--� (n \ f \ \ /� \ \\• �\ \ \ \ \\ \ / ��\� , �� �� / 9 T' �. -_/6,'SCH-80PVCROOF 111vi // 0// /1% W V / / / _ / // SLOPE MINIMUM / / \ ` ��\ s% -/ = LEADER TO PROVI 1.0% Ill' 4 4�I9 co N. DOWNSPOUT / / .. ... ' 446 - _ / (TYP.) O `/y\ '.\��\\.\\• \\\ r\ 1\ JOt� N' \ \ \ \ / - - - - - - Nl ND \ / \ "� _ FOUNDATION-DRANAG'EW / I rya / / / I \ / (�► / STORM GRATE \ \ '..�' �' �... "NNOTES:/' \ \ \O TOP=436.66 _ \ "\', ` \ N. \ - - _ aTl/ �\ / ' \ - _ / md� 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO INV OUT=434.70 ` \ \ `� \. \ \ / \ \ \ \ G \\ / SLOPE TOWARDS UNDERDRAINS. �...� � 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUM 1 e \ 1 (n �� . �. �.' DIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%). IN,a 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BE Q \ I _ �� - \ \ � / 1 I \ \ \ _ _ _ / MAINTAINED IN STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO ARCH/STRUCTURAL DRAWINGS FOR FURTHER T DETAILS. CONTACT CIVIL ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED. y / / _ _ _ _ - ��� _ - - - / \ ` i \�_ - 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERS N ....i.. .\ 1 X \ \ \ ' _ \ \ 6" GRAVITY ' I / ^ \ ' U\ \ \\ SHALL BURIED AND INSTALLED TO PROVIDE 1 %SLOPE MIN. UNLESS NOTED OTHERWISE. PVC / �P7 / N. 6 8"SANPIPE N ?'.�'�.'. \\ / I /' \ -N-I / \ \ '� - (APPEARS TO BE FROM BUILDING) \ '/ \`�`.��\\`\\\\lry� \/\\J/ �G /l l�G ^--\ \oq I w IJ SANITARYMH \ .�.�.�....... - - - - -'� n J U 7- I , _ - - I C5.04 JOB NO. .\... -14. .. cry _ _ _ \ 7 TOP=435.65 1 \..\ \..�.. \.'........... - - _ w� > w / 1 rcr - - SCALE 1"=20' I 40Z41 �� / \ lNV 1N=42776 �.'�.. _ _ o I C5.01 c / s INVOUT=42702 �..._.. - - / ___ _ ,'/ \��`` ,_-------- _---- � ------__'\_-----�/2 1 `�\\\_ - \ 0 20' 40' z L- SHEET NO. J 5• \ \ L m - ,, / � \\\ - �4`\\ � I \\ v / II /G�J CO 4: -�3J f '\ l I I 'c9 y \ I \ ICV \ r \ - '\ , `�4 w Atc y0� \ SAS \\ \ \ \ 4 \ \ y,IC �'j� /v \I \I\\\\ \ \) \ - II I I I\ I / \h'\ r 75' SETBACK / - /� ' \ I / CV \ ICV / I \ \AN / // I I \ \ \ /i' l I // 1 I I I 1 \\ 1 \ 7 ,0 y \ \I\-t-ucr_- I UG ICV ICV / \ I \ \ \ / \ _ \� \ 6" HDPE IPP DR-13.5 FORCE MAIN - - urc� IC V //// / �\ / 11 / / \ / -- l \ \/y V. r� , \ \ IC \ o\rJ/' G / / /I/' \ ' 6 HDPE IPS DR-13.5 \ \ -� w w w \\ I / /' 1 4s'e 1 /I \ ` � ....I ADJUST GRADE TO / B' CLEANOUT 426 PN 2�\ w � DIRECT WATER AWAY FORCE MAIN ! i' FROM ASPHALT / /Al "F ` \ \ \ `\� \ - - - \ \ w \ \/ % - /G / I 6" PERFORATED / / w � � \ � \ - / � / 1 \ \ � \ \ • • \\ / UNDERDRAIN / ' w u f \ \ tot / / \ , / 1 I I 100'POND Ny 0 6„ SOLID PVG \ ) y I 6CLEANOU6" GRAVITY T i _ � ( � /l �',� �� \ / `\ II \ / � / / , � 1 � \ 1 / �� \ / 1 / \ / (PVC) \.. \ 6" CLEANOUT ry I / / \` ,r � 1 / � / � \ \. \ f\I \\ JGQ GQy 6"SOLID / PVC / 6" PERFORATED co/ 6 DRAIN / \ I / SANITARYSEPTIC LID w UNDERDRAIN v BASIN \ / 1\ f / I TOP=423.77 \ - - / / \ / / / \ l \ 6"'-8" SAN PIPE -A \ j/ �.'.'.'.'.'!.' (APPEARS TO BE Z t \ ll I i FROM BUILDING) 6" PVC PERFORATED \ / /' / �� \ �. I.'. I I / / (2 FT 0 STONE STABILIZATION G / / /.'....'..'j.. / - 1\ - \ I \ 1 1'..'.�.. / ' / I ° P 1 9 `% UNDERDRAIN / �..... I..... / �- �1, t.. t. RIVER ROCK OR APPROVED G\ v, 'G / \ ` EQUIV. P. T� 6„ DRAIN BASIN , \ / / .... \ \ \'. ; t .\...... / 0 /\ /I )� ) \ 7...........' i \'.\ .. / SAN/TARYMH DRAIN /\ / /. i.'.'.".'..... w - \ \\\.\ ..\ 0'9N - - - �\ TOP=435.65 f BASIN \ ' ...... / , \ _ _ / i...' ' i \ \- ((/ \ i I \ INV 1N=427.76 \ 1 \ \ \..\..\.\.. / \ I ' 6" CLEANO O oe / ... Zx \ \ - t �.. \.'...t.\. �.. \ .\ . O \ ' / g INV OUT=427.02 \� UNDERDRAIN 809A /. / j / CRITICAL j .. TO TIE TO PVC o / / y' y'.y �/ SLOPES(TYP.) t...... / .. I \ \ y BENDS \ \ \ 810 - \� 0.5' AVG DIA7211\RAP / / \ \ \ .\\ .. \ ,EOI \ O CLASS Al - / \_ WIDTH 1 = 4.5'\ \ \ - _ �� \ \ \ 1' �' - I \ \.....\..\ \ \ \ \ \ \ w > I LENGTH'-8.0' X. '.' ` \ \ w \ 4�4' OF A O S200K TR,�{�` PH� IN. TR E CH D IN CHANNE' W In TO_b"SCH-8 ROOF LEAUER CONVEYANCE- \" \'. \�.�N" \ SEE INS�TALLA ION DETAIL SHEET C1.03. \ \ I �. \ ` - \ \� \ INV. 41r6.48 \ \ � � \ \ \ ( 1 w \ w ` .\..�.` ..,\•�,.�`\� .^ .\\\,�:-.` ......' � w...-... UGP \ � I „r \ \ _ _ / dry`\- w 2 \ \ � \ � , \ � \ \-.v� �w .�w w. ` . INV. 426.34 - ` / w FOUNDATION NAGE- \ N \ \ \ \ \ \ \ (SEE NOIF 43 THIS SHEET) 6"SCH-80TR CROOF \ i .... 1..... `.=.'w.'. ._ _` w .... \ \ \ \ \ \LEADER TO CONNECT TO \ \ \ \ \ \ \ g \ \ \ \ \ \\ \ ` \ \ WHIOAK 'OWNSPOUT(0.8 �\ \- \ n`2i , \' ✓ \ - ' \ \ \ �� \ - w \ \'. ...\�...•. '.� \� .� a �.� � \ w - ?� �' � _ _ %' - i - _ \ - \ \ \ \ \ \� 29MINIMUM-SLOPE) `\ \ DRIPIN'SASIMTa 10IN \ -'-� \ , \ y' � ` ......... ..� .. ".: . \ I`JV. \ ROOF LEADERS. \ \ INV. 426.05 \ \ \\ \ 426. \ '8QLID`COVER_._T .. \ \ 6"SCH-8bpVCY200\F\ - LEAD GLASS TO FONNECT TO \ 0 5' AVG DIA RI PRAP ' ' \\ \ ` - _ , \ ° y - \ �..� -.'\ .' WNSPOUT(,1% \\\ \\ \\ \ \ \ OLWSSA1 MI Mum SLQPE� \ \� WIDTH 1 3.75 = ' 12"WHITE OAA \ \ \ \ \ 1 \ \ \ \ \ w \ WIDTH 2 = 7 25' \ \ \ \ \ SPOUT ` \ \LENGTH = 6.0' 4P \\ \\ \ \ \ \ \ \\R\ \,\\ \ \ \ DEPTH=1.0' D \wWP�BUFFF`R\ \ \ \ \ INV. 426.\52\ \ \ \ w -� v \ \ \ - 800 802 \ \ L \%E6ETATIED LEVEL SPAFADER _ \ �NV. 426.50 \ INV. 425.75 1 \ \ \ �\ r \ \ \ \� _ - \ \ \ \ d� \ \ \` �, I � DESIGN FLOW = 3.5 CFS \ \ \ � \801 \ \ s DEPTH = 0.5 FTC \\ I_ _ \ \\ 1 - - / �y / 1/ NOTES: NVIDTH = 6 FT EN TH=LOFT \\ \ �\ \ \ \ \\ 429 \ \\ a \ \ \ \ I \ / / �✓ - l 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO INV.425.68 _ SLOPE TOWARDS UNDERDRAINS. _ _ N \� 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUM KESWICK CLUB, LLC \ \ \ \ \ \ ds \ \ \ ` 804 \ \ 1�\\ \ \ \ \ ` \ ` %\ \ \\ \ \ \ ` `' \\ \ \ \ I� \\ \\ `� - ' / \ DIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%). DB. 4723, PG. 596 \ \ _ \ ` _ \ \ ` \ \ \ ` --� - ' , \ 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BE PARCEL 1D: 08000-00-00-011B0 \ \ \ \ \ \ \\ \ - \ ` \ \ o �` \\ \ \\ \ \ \ \ \ \` _ ` \ ` \ \� /' - ' q MAINTAINED IN STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION HAS BEEN PROVIDED. \ / \ \ \ \ �• \ \�\\ \ \t \\ \\ \ / / \ 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERS / \ SHALL BURIED AND INSTALLED TO PROVIDE 1 /o SLOPE MIN. UNLESS NOTED OTHERWISE. el \ \ > \ ROD/F \ �\ \\ \ \\ /�, \\ \- �1\= _ - ,\ C5.02 I C5.00 C .0 ` \_\ \�\ \\ \` \ \�\ \�` \w \\ \r\\ SCALE 1"=2o' co C5.03 o \ \ I I C5.01 / THOMASM. TAYLOR \\ \ -\ \\ - `\ \ \\ _ ( \ \\ �� _ \�\ - \ \ \ \ PARCEL ID: 08000-00-00-011A0 %,14t TFI pF�ry� O UCRp(GW J. KOT.ARSKi Lio. No. 04020-18507 `-o 11/03/20 ,< OM E N O N N E w E a 3 LL 0 w O o K W [h < U 00 W J -ui 0- IA IA O N U W N Z ate-. 7 x 0 R =Ln w c � U > a c ON o y+ N M n � co J kD IL z O a U U) w p Z O Z Z Z O O UI � m m > Z > W W W to 2 C LZ Z 2 Z Q a a a ti L ti CZ Z ck� Z cif Z i W 0 0 0 O N N N Q O rn ^ o M CZ o DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' U) I- W f W 0 � z W W Z C (D z z>Q U) z°� wz O J Q Q ~� W V 0 V J `2 i U W i JOB NC 40241 SHEET NO. C5.04 0 c 5 a ai .N c� c N N m m 0 O n n c m O V N N J d a 0 c (D �O o � (7 �z mO a� 0 c mw c c o l0 y � c c O 3 Z y Z O m o. 0 a) 0 w . O 0 o. r O 'N o. m 3 0 cc 7 y N O 4:_ z d N m c y U O v 3 c U N O Ol V N � �a 0 c 0 O O U 10 c c O C O m n° o E L F- L \ \\ \ 1 \ \\ \\ \ 1 1 I 1 I I 1 I f 1 I 1 ! \ \ \ \ \ \ \ \ \ \ I 1 \ I I I I 1 1 �o O \ \ \ \ \ \ 1 \ 1 I 1 1 I C5.07 10 AO \ Q CRAIGWLA PARSKI Opp / / / / \�/ \ \ O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 Lie. No.48507 /20 / / / �••r � 37 \ \ \ \ \ 1 1 �►1�/ \ \ \ \ \ N. \ \ \ \ IG G \ \ REFER TO PLAN TITLED \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I \ /! ` J 11 c� 1 / 1 / I \ \ / \ \ \ \ \ ! / . // sr i \ p� T \ \ \ "KESWICK HALL CENTRAL \ \ \ \ \ \ \ \ \ \ I 1 I I I C5.08 / I G aA / \ \ \ \ \ \ \ \ \ \ I I \ \ ENERGY PLANT DEMOLITION \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I C5.06 AND RENOVATION" SDP-2018-017 \ \ \ \ \ \ \ & WP0201800023 FOR \ \ \ \ \ \ \ \ \ \ \ \ 1441.75 \` \ J- / \ STORMWATER AND GRADING \ \ \ \ \ \ \ \ \ \ 1 \ / 0 \ \ \ \ \ \ \ \ \ \ PVMT / , - �4 / \ \ \ DESIGN INFORMATION. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 444.38' PVMT 4'41.50rIj \ 1 \ \ O f \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 ,v vi \ �vo O \ \ Q ° 1 \ \\ \ \ \ \ \ \\\\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ I Q o GRATE I / / I ( w \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / \ 444.29' \ I \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 / PVMT // / / y / \ \ \ O \ \ \ \ \ \ \ \ \ 1 I 1 443.78' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I LLI / H W N 3 �a G \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Fvl 3 Aro a / / / I 1 \ \ 1 \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Q a w O 1`0 r- ' `PVMT I ! / 442.00 •\ 1 \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ 444-sT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ I ¢ U m / 448 \ G \ / \ \\ �\ \\ \\ \\ \\ \\ \ \ \ \ 0- ~ C:) ry LIMITS OF \ \\ \\ \\ \ \ \\ \\\ \ \ \\ \\ \\ \ \ \\ \ \\ \ \ \ \ \\ \I i 1 W - -Iri aae \ ! �\ FFE = 442.00 \ \ \ SURVEY \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 / , L N li //// PVMT /, / \ \ /lI(lllllr \ \llllNlllldllllllllll \ \T 44so \ \\ \ \ \ \ \ \ \\ \\\\\ \ \ \\ \\ \\ \\ \\ \ \ / / / // ! // a0 Q w `n a \ \ \ \ \ / SCALE 1"=20' O s'v2 FFE = 442.00 6t \ \ 1 \ \ \ \ \ \ \ \ \ \ / / � f e L� I- i, /- 446.45' e `.� , : <'.' \ rb B 44t57 \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / I / I / ! 1 Q 0 R 7 r , - 444.50' _ TS 441.90 1 - \ \ \ \ \ \ \ \ \ \ / 4 I \ \ \ N. \ \ \ \ \ \ \ I I 1 / l I / / x (w U 47 b `� 65 44157. \ Q 441.53 \ 1 \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \I I I / / / / / I 0 20' 40' Z U � OC TS 44574' �( le 1 \ \ \ �$ PVMT ' BS 44s.15' I o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 ! / H Q (n i N Z ti ^\ \ _ I \ \ \ I I I / \ CLn w Z Z I � / 447.25' PVMT l� y O f � ! TOP 445.30' I \FFE = 7 TC 441.09 \ \ \ \ \ _ I \ \ \ \ \ \ \ \ \ 1 I 1 / m / EP 440.59 (1 \ \ \ \ \ \ 1 447.43' / v / /GRADE 444.80' d*42.00 \ q \ 1 \ \ ( \ \ \ \ \ \ 1 I I I ! p U) G�ASBUILT) I \ G \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 I 1 I I I 1 L M z ti 440.63 \ \ \ \ 1 0 \\ \ \ \ \ \ \ \ ` \ 1\ 11 11 I 1 1\ I \ I I 1 \ \ \ 00 -1 (n ti m m \ o / \-\ I / / P - -� \ � \ / � 1 \ � H � � \ I \ \ \ � \ \ \ \ \ \ \ \ � \ \ \ \ \ \ 1 \ t \ ( � 1 I ! - ( \ \ �O H > j w tNi� n \441.84 \ 1 \ - \ \ \ \ \ \ \ \ 1 \ W In 2 C - - \ \ \ \ G /\�' FFE 445.33' \\ \ \ 2 \ \ I \ \ \ \ / / - \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ 1 1 I \ - / J-_PVMT - \v \ \ \ \ n _ Z Z 5 CONC. TOP 445.83' \ LP 439.85 447.80' \ \ \ \ \ A� Wo T X 5.3T APRON \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 \ \ \ g g \ GRADE \ c I \\ \ \ \ \I \ \ \ \ \ \ \ \ \ \ \ \/ \ ❑ ❑ ❑ \ TRANSITION \ \ - RIVER STONE OR IN \ \ \ \ \ \ \ G� � I \ v v . 1 V A A V A 1 v j GRADE 4as.63' \. ? \ \ \ V I 1 \ \ \ \ \ \ \ \ \ 1 \ � \\ \ APPROVE ALEN \ \ \ 1 I \ \ / / \ / � \ \ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ \ \ 1 \ \ I f / 440.10 U SEE RF 21 \ \ \\ \\ / // / / /I /! /l \\ \\\\\\ \ \\ \\ \ \ \ \ i F 3' V14 CURB CUT I 1 PVMT 44 - _ '•Qp \ \ \ \ I \ \ \ / / / / \ \ \ \ \ \ \ \ \ \ 1 ` / Z Z Z e G / / a S c \ 1 / 1 I\\\ \\ / / o g 5 J� 448 15' \ R� q \ \ \ 1 , / / \ \ 1 1 \ \ \ \ \ 1 1 I \ '^ \ N. \\ \ \ \ \ \ \\ a / \ PVMT / \ % \ 'F �\ \ \ l \ \ I / I I < \ 1 \ \\\\\ \ \ \ \ \ O O O O / \ 447.38' o Y \ \ 4 v \ \ / \ / \ \ \ \ \ \ \ \ \ \ \ \ x Z Z .� 4 \ \ \ \ \ EXIST. t440.36 \ \ \ \ \ \ \ \ 1 \ / / / � \Lu rvmI I' 6 -� ���-tom-= \\\\ \\\ `\ �o \ \ I I � ( ,---' �- \\\\ \ \ \ \ \ / 1 1\\� \\\\\\\\\\\\\ �\ ��1 II I � 000 \ PVMT ! .60 \ \ \ `/Q4i ^ /-\ c - \ \ \ \ \\ \ \ \ \ \ I \ \ \ \ \ \ i \ \ \ \ \ - Lu o 0 0 \ 447.18' / . a• G / i TC 452 12' �\ \ \ \ \\ I - - \ \ \ \ \ \ �/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I ` _ \ GA G �J \ \ \ \ \ \ \ - \\ \ \ 1 \ \ \ \\ \ \ \ \ \ ' �!- Q \ / \ \ \ \ \ \ \ \ \ / ! f , N o 448 - BC 451.62' \ \ \ \ \ \U\' �i \ / / ' \ \ \ \ \ \ / - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ( Q N o o� PVMT 1 i \ \ , q \ \ \ \ \ O a 446.09'\ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ Z Q , PVMT - - 449- - i - \ .\ TS 444.82' \ \ / > / \ \ \ \ \ \ \ \ ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ I I 1 i 0 o •-1 ,y / \ 447.62' .449 / / - \ BS 440.20' 1 \ \ / \ \ \ 1 \ \ \ - i / \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 l ` / PVMT I PVMT ! i / / G. ✓ BW 440.35' \ (/ \ / \ \\\ 1 1 /---^\ \ \\ \ \\\/� DATE \ TW 442.52' \ \ 445.39' 1 / °446.44' \ / . 450.085 /i ! r; +, ''y.' \` BW 444.2 . '� � \ 1 \ \ _ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ ♦ � PVMT 1 PVMT / ., \\ TRANSITION FROM 3" �` TS 442.485' \ \ \ \ \ \ \ \ 1 / 447.59' \� \ - 1 I \ \ \ I I 111 1 \ \ \ \� \ \ \ \ \ 1 \ ` \\\\\ \ I �' 0.3-26-2018 450.44' 4 1 / /.' ` REVEAL TO 6" REVEAL T1N 445.3T \ \ \ \ \ \ \ / \ 450.23 i / TC 452.1 ' �` f I / I I 1 1 1 1 \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PVMT ! d' 3, Oiay1'.1'.: , BC 451.8 .Gill 452.23' ® \ ! ,BS 442.54' \ 1 I , �)I \ 1 I 1 I /1 I \\ \\\ \ \; \\ \ \ \ \ \ \ \ \ \ \ \ \ \ / 1 ! ! DRAWN BY I 447.12' 0 \/ , r '°° TW 444.84' `. \ \ \ \ \ 1 \/ \ \ \ - 452 \ '/ \\\1 I I \ \ \ \�\\ \ \\\\ \\\\ \\ \ \ �I✓ \ / ! / 45 BS 444.85' \ \ \ 1 \ / \ I I \ 1 / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 452.45 �yi \ TS 447.19' A. ALLISON EP 451.98'¢ \ '' / _ 85 447.19' \ \ \ \ \ ,1 \ TC 452-35' ( TS 449.47' \ \ \ \ \ \ PVMT BC452.10' .. - / \\ \ \ \� c� \\\ \ \ \. / \\\\� \�\\\\\\�\\\\\\\\ \\\� \\�\ r DESIGNED BY 450.72' , . 8•. TRANSITION I \ ; ' \ .. BS 449.52 \ \ \ \ \ \ \ 1 1 \ \ / \ \ \ \ _ J I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r / FROM 6" REVEAL I / \ \ , \ \ \ \ \ \ \ \ \ \ \ \ 4' TS 451.80' \ 1 \ \ \ \ \ SWK TC452.75' : 'ee�' � \ \ I \ 1 \ 1 \ - PVMT 1 450.64' : TO 3" REVEAL \ \ / \ \ \ \ \ \ \ \ \ \ 1 445.55 ! \ \ TW452.00' \ \T1N451.65' � \ \\ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ • A. ALLISON // / \,\\\ \ \ I •P _ ° \ TC4535o' \ \ \ L \ \ \ l \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \\ \ \ I\ I • CHECKED BY / 1 0 451. _. ^ _ G \ \ TW 452.00' ` \ \ \ \ BW 446.15 \ \ \ \ \ I \ ` \ \ \ \ \ \ \ \ \ \ \ \ 8 453.00' �i \ 1 \ \ \ \ \ \ \ 1 \ \ TW4 75'. \452 5' .C• gm \ \ \ \ \ \ \ \ \ \ I \ \ I v \ \\ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ 1 Passe' / s� \/�5a/ _ \\ \\\\\ \\ \ \ \ \\ --\ I I \ /_ \, `\\\ \ \\\\\\\ \I\ \ \ \\ \ \ \\ \ \ \ \ 1 ( • C. SHIFFLETT 453 \ / � �4•s \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 V / / ,y TC 453.63' \ / r \\ \\ \ \ \\ \ \\ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 5 1 PVMT / �.,.\ � \ \ \ \ \ \ \ \ l I \ \ \ \ 1 I I \ \\\\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ 1 l 1 I /i SCALE / \ \ 1 1 1 I 1 ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PVMT• .. g /�% 452.38 I ; � / \ \ \ � \ \ \ \ \ \ \ 1 l a \\ \ \ \ I 1 ♦ \ \ \ \ \ \ \ \ \ \ I a4775' //� / 45�1 / I ` - \ `, / LP46 86' / 452.00'I\ Y \ \ \ \ \\ \\ \ \ I / / I I 1 1 I I I \ 1 \ \ \\ \ \ \ \\ \\\\\\\\ \ \ \\ 1 1 1 \\ 1 1 I ( \ • 1��=20' f/ o I 0 p \ 1\ \\\ \ \ \ \ \ \ \\1\ 1 I \ \ \ \ I 1 I \ / 448-98' PVMT \ \ \ \ 1 \ I rJ \ - � \ \ \ \ \ I I 1 vJ PVMT ��/ - --_ \\ /\ 65.83' �, �)\ \ \ \\� \\ \ \ \\ I,\ I 1 I 1 1 1 1 \ \ 1\ \\\\\\ \\\\\\ \\\\\ \\1111 / I I • . , 447.51' 0 45 M ^ , \ \ 451.75' \ \ / 1 1\ \ \ ; \ \ \ \ \ 1 1 I 1 PVMT \ - - - _r I I 1 I \ \ \ 1 \ PVMT / \ 'a R"_ \ ` LOWER \ \ \ \ � l \ \ \ \ 1 448-95' / 452.10' / \ PVMT /// LEVEL \ \ \ \ \ \ \ / I I I \ \ \ \ \ \ \ / / i - / / ' ` 454.33' _ , I ' 452.25' \ \ \ \ \ \ \ \ \ \ / // I \ \ \ \ I \\ 11 1\ 1 } � I � LP 465.76' j� / \ a \ \ \ \ \ \ I / 1 I \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 I 1 1 \ 1 \ SWK 454 \ \ � ! � \ \ \ \ I 1 \ \ \ \ \ 1 1 l 1 1 I 7 448.61'" PVMT' \', �� LOWER LEVEL / 1 a \ \\ \ \ \ 1 I Z 453.35' /, \ ,` / \ACCESS 452.50'\^ /'•;,\ \ \ \\ \\ \ \\\\ \ / !/ / / \\ /\ \ \\ \\ \\I\\\\ \ \\ 11\ I 1 \ \ 1 1 1 l �`, (MECHANICAL ROOM) !\ \ \ \ \\ \ \ \ \ \ \ (\ / // // \I \\ \\\ \ 11 \ \\ II 1\ \ 11 II II11 \I \ 1 11 \\ W O / I \ 465.76' �• \ \ \ \ \ \ \ \ \ / / / \ \ \ I \ \ \ \ 1 \ \ \ 1 I I 1 \ \ 1 \ \ \ 448.52' o - PVMT - ! ' / \ \ \ \ \ \ - _ \ / / / \ \ \ 1 \\ 1 1 1 1 1 1 \ \ \ 1 l 455' 451-40' O FFE \, \ \ \ \ ♦ \ / ! / / \ \ I I 1 1 I \ 1 I 1 I /� \ _ / \ � \ \ � T\N 465.50' / FFE a66'00' 465.7T \ \� i � \ \ \ \ \ \ \ \ / / / / ! \ 1 \ 1\ 1 I \ I1 1 \ 1 1 I I 1 I I \ I / 465.40 ' BW 4s7.50 / 1 1 1 1 \ PVMT / Lu PVMT .\ \ TtN 465.50' 466.00' u� i ,9 450.60' o / 454.6s' 466 / \ BW 464.90' \ \ \ \ \ / / I \ I 1 1 1 1 I \ I I \ 1 1 I 1 \ / .465.50' \ \\ \ \ \ / ! \ 11 I I I 1 I I I I I 1 \ / p TC \ \ / DECK SEE ARCH. \ / 1 \ PVMT PVMT / / 46 s0' SCREEN PE LAN \ PLANS FOR DETAILS 449.05' S0.16' ! LANDSCAPE PLANS \\ \ \ \ TW 451.00' '\ \ \ \ ! I 1 / I I \ / I I I l l l I I I I FOR DETAILS \ \ \ ' BW 450.50' \ \ I \ I I I I / I I I 1 \ \ / PVMT / - - / / \ \ FFE FFE - \\ Ply \ I 1 1 1 ! / \ \ - - - \ \ \ 1 1 0 / °451-49" / \ 466.00', 466-00' / l f \ \ \ \ \ \ \ \ 1 ` \ 1 PVMT - ° � \ \ \ \ � _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ I 11 � \ \ - P / I I III II I I I I III / II I I 1111 II I 11 I I I I c' a \ \ \ \ \ \ \ \ \ I I / / 465.75' \ \ \ \ \ \ \ \ \ \ \ \ / \ \ i 1 1 / / I 1 I I I I 1 I \ / \ ♦ FFE \ \ \ \ ( O I I 1 I I ! I 1 / 454.4T PVMT , ; y I � / PVMT � � a56 a1 \ � \/ � \ � �' 466.00' 455.12' \ \ \ I \ \ Q \\ \ \ \ 1\ \ \ \ \ / !ll 1/ I I / �� � ri \ \ / .FFE � \ \ \ \ \ \ \ \ \ \ I 1 � I 1 I I I I I I I l 1 I 466.00' / / ,PVMT 458.85' - 1 � � � \ ^ PVMT 457.48' FLUSH A \ A.\ 455.13' R 464.75' \ \ / - _ \ \ SS, \ \ \ \ \ \ \ \ \ \ I \ \ / / / / / / / / / / / I I I I - / / Lu o / \ \ \\� / \�: ,i -\ \ \ \\.\ \ yr, \ \ \ \ \ \ \ \ \ \ \ \ \I/// o / / s / \ \ \ t \ \ \ ♦ \ \ \ \ \ \ / l / f / _ PVMT / ,453.75' �/ // \ ^'_-- _ \ \ \ S) \ \ I 454.95' 9 a 462.79' \ \ ps \ .. \ \ 6 \ \ \ \ \ PVMT � y 46046' a 465.50' % ' A 0 BSFFE •/ \ 19 \ a / 466.00' \ 6 \ \ \ \ h 1 452.05' - a ,I• \ / y_O - ! PVMT , c? PVMT \ 0\ \ r�/% 7 , 463.13' - / PVMT \ f"j \ice l�6>tS $'Gy �\\ \\ \\\ \ \ \ \\ \ \ \ \ \\ ♦ \ 1 I \�f / ///�///!/ //// ! I II \ \'--O V PVMT 455.48' PVMT ! / // ------ > h / c0 \ tt 453.33' °455.59' b i \ \ \ \ ♦ \\ \ \ \ - / / / I \ - / / •/ - PVMT / \ (� \ \- /�\ _< .\. _`�...\ \ \ \QFO\ \ \ \ \ \ \ \ \ \ \ \ \\ 1 \ I �` ///// // / / / ( �- / C ! 459.08' . 2 �� 'r i 466-52' -� TS \ \ S. \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \\\ \ \ \ / / I / 465:4T Tl/V 470.84' ? � � \ 'C BW4665T1 � \ \ \\ y�\\ \ \ \\ \ 11 � / / /f/ // � }• V/ 4 8 9' G - / \ \ \ \ \ \ \ 11 I\ / / / / !/ ; \ \ \ - ` _ \ \ ~_• e . v \\ 463.82"•. \ \ \ \ \ \ \ \ \ '/ / 466.10 TIN 466.63 \ / _ f s \ \ \ \ \ \cT \ \ \ I _ l� y 5T TIN 47o.zz' , asssT _ ass zs s \ \ \ ` \ \ \ \ \ \ 1 \ \ / / / \ \ \ \ \\ TC TW 466.63' / \ . \ \ PS \ \ \ \ \ \ \ \ \ \ \ \ a \ \ \ \ \ / / \ _ \ I ! f U L.L TS 46s.48' \ \ W \ \ \ / / \ 465.50' / BW 466.00' - 466.45I 'F3 \, '. FFE \ \ \ \ \ \ \ \ \ \ \ / / / 1 \ \ \ \ 1 \ rn \ W 1 / PVMT / . x 5 . a. '• FLUSH' / / BS 463,77' \ 453.70' \ 6�,\ \ \ \ \ \ \ \ \ \ \ 4 \ \ \ \ � /,,!i!i//, � • BW 463.90' � \ 7T \ \ \ \ \ I PVMT PVMT / °457.61' /. ,�, .,e. `. .,.. / y rvi ` '\, \ \ f I j II \ \I ♦ 11 / / / / O / M I i 454.80' - \ e' BS 463.82' \ \ \ I 4s4.5T BS 463.65' - \ \ \ A i � f' /- LP � BW 463.65' S a S' \ \ \ \ \ \ \ \ \ \ \ \ \ � I PVMT p o �/ 4 6 0' / PVMT ' , TW 468-09 BW 463.7T BW 463.82' • TW 456.50' 1 1 \I I \ \ \ \ u> \ \ \ \ \ \ \ \ - \ I h \ / / r 465 25' BW 463.65' \ 0 453.44' PVMT /. 1 1 \ \ a\ \ \ \ I I 1 \ ( / / Lu \ / PVMT BW 466.63' TW 466.63' W 46.65' \ 1M 464.13' BW 454s0' \ \ \ S = \ "'\ \ \ \ \ \ \ \ 11 m Z \ 454.87• PVMT \ / / 463.16' 465.0T \ 466-19' / 1N .. , \ • \ \ \ \ \ \ \ \ \ \ \ \ \ \ l I I \ \ \ I \ \ \ / I I f / / / /1-4 V 455.85' \ o ` B 463 77' \ \ \ \ \ \ /\' l PVMTA 1 1 �466.29' \ �WL 464.00' I \ \ \\ \ \ \ \ \ \ \ I\ I I I I \ \ 1 /1 / -! Q L PVMT / ro♦ 463.47' 465.56' 466.10' \ \ I E� / %� \ TW46s. / ! / / ^ 466.19' \ \ BW 463. 457.50' PVMT aye 463.28' �• . ! / m / I 1 465.69' WL 467-50' 464.13 e I I / / 466.59' BW 464.09' 1 I \ 1 \ /\\ \ I I I ,PVM 80.50' I _ I l il , o/ I 1 \ \ \ \ )\ I I I III / \ 1 I / I / I/ / I GND 459.E ' / - / TW 4s8.00' x �. 1 \ I 1 1 \ \ 0 \ / / I I I I I / 1 \ 1 I I I / ! 1 Il 7/ 1 ! " \ I PVMT I �� �BW 464.I L 464II II I I / \ I /I � 1 :W4R4. I / N%:� 1 P PVMT ICI, PVMT 1!Y�I�I� i�I,i�%I�1 ♦I�I�I�I� I / :: 11 1 .► !I ' • I I ICI .I I E ff*♦�s.,, i y.•lb . •♦ ♦♦♦V �I�I�I� i i���� •�� I 1 BW ` i I d' JOB NO. 1 MA MAMS`_, ' 'ICl/ /I • � ���i►�I PVMT-40241 4w--Wm SHEET NO. Rx J L 459.34' / I i • I ^ 1111 V BW 466.63' IU bVV 404.W I w 456.50' 1 / O •,F' l / 1 I I I I I I 1 l I 1 PVMT / W 465.30 ` BW 454.50' I I / I 1 / / / / / ... .. .... � WL 464.00' 'o � 1 - 1 h I I I I I I O I I I \I 1 ( I I 1 / 1 ( I - 461.10' i / 466-10' / b / er v I I r TW 47022' TW 466.63' I / / ./. I = I I I v I I ! I i l / / , \ \ 35.30 TS 466.45 BW 463.77' I I I I I I ' ! I f 465 T` .63' BS 463.77' / / / h ! / / / �/ / J / // / J --� \ / p PVM asa.ao'.'.... / BW463.65' h( // ^ j // / / / / / / /// 1 I ; \ \ 1 I / I I r I I C5.07 I I C5.05 I �1�PLTa0 ' �460. 1' / PVMT I. I I Oa _ _ _ r0 1 )� / , / / / J/ l / / I \ 1 1 1 / I 1 1 464.04' ,•t l 1y� TW 4§6.63' 464.13' / I I 1\ f 8�63.93' / / / / � //7� ' � O 1/ 1 / // � / l \ \ I I I I / / � PVMT PVMT .. lo.'.. 6 /! / ! r I I 1 I I I I \ ! 1 / I r 9 0 8' / 464.15' '. 7'. c sw , / I CRAIG W. J. KO'PARSKI / 464.38' V / I / 464.00' BW BA r / I I Lie. No. 0402048507 �. .col I/03/20 ,rd d• O .. TERRACE 147 464 38' .. ) I / FFE=466.5z' TW467.78' _ .v0 / / / / / I /` 1 I I I 111 ! ! r (I I ' l I C5.09 IsCr G FF=466.52 7W454.75 �/ / / / / / ! / , , , \ I , / ! 11 I l l I C5.08aNAi TW 45fi.50' BW 450.00' / / / I ! / / / / / /1 / / 1 FFE / BW 454.50' PVMT \ 464 25/' : I I / t 466.83' a � I l l v/ rl / / / / / I 1 \ \) , 1 1 460.25' \ ��'/// I I/ � ��-- \ 464.1T '.'.'. \ TERRACE 147 1-6 am, , / ! / / I PVMT C9 \ ' SWK (FLUSH) / 466.20' 1 LL I 481.02' PVMT l V. �' • '� '� 464.66' � � 452.76' I 461.0- \ / \ 1 ! ! / /� / / ' / J r ` ` / l / / ! l I 1 / r l / ! / PVMT - 462.58' J 465.58' ♦ O 460.15' PVMT PVMT I PVMT i ..� .. ...'\..' .. l� \ 0 ® I I / / // 450-98' 461-75' 1 I 1463.81' PVMT . ... '...\.' .., '.' ;¢n �/ , ®1. o ! l l l 11 l / //l/ // ' / // I / 1 I / (/ /l l // J/!l r! 11 / /IJ /! ! / 1 I / I r/ / / m E �° l Q l / /' r / / /� //I/l1 J / I / / / N� .... ..' ... 4 t / 465.89' ® l l I l l / 1 l /\ \ l / \ ( \ N c 1 \ .. L .... I ... ..... .. .... (9}"BELOWFFETO l l b 1 1 / 11//� 1\J // //r 465.45 CONCEAL EXIST. LEDGE) ) / a , O l r // l ! / / / / / ! l l / l J I /l l/ / \\ 1 � E �F`co 462.04' UT " .... \.......'...'.. a / I 1 III \ / \ ( 1 1 // / / / / l / ry / l 1 ! 1 W N E_ \ \ ..... ... \ ! ....' ..... ' ... ... 451.95 I l�l / l / / / / 1 I r 1 / / I I l I = > / G 1 N 4a .... 464.58FLUSH) .... ... S I ..� �� III l/!/// 1 r f 1 1/ l I I I l l I H V 5ii 3 ° asks' 3 t `PVMT 8 F th \ - \ \ / h ... �_ I n `ro \ co / O \ 465A5' 451 75 / I I I I r 1 1 r! 1 I I / I 1 1 1 / 1 I 1 / I l / 1 I / Lu 461.34' I et h l l / MT I 452.72' h P _ I I 1 1/ A/ f I I (/ I I \Qof W Uib ARCADE 147 / I I I/ I l l I r I I I I I I 1 \ 1 I 1 / w J- Iri \ / 465.92" FFE=46fi.66' I Z •/ 1 11 I / ! 1 I I I II I I / J I 1 \ 1 1 \ / 1 / SCALE 1"=20' Ch o- Fr o �` \ / \ - I I Ill I I / I \ / / ! I I I I I 1 1\ 1 I 1 1 \ 1 \ _ J 1 \ ,' O � Lu w \ \ \ x Q \ \ I 1 I t I 1 I 1 I 11 1 1\ \\ \ I 1 \1 \\ \ 0 20' 40' a? m 465.81' Z z � � Z 466-18' ® / (9}"BELOW FFE TO ® l a \ :- 1 I ` \ I I 1 I 1 \ 1 I / 1 \\ 1 Q (17 a "..,<�.'. \ /I CONCEAL EXIST. LEDGE) `_ ` \` \ 1 \ I1 \ 11 \ 1 I I 1\ 11 1\ \v 1 p R 465.96' 466.18' 1 ` M \ \ / \ / / 1 ` 465.54' ro I \ l 1 \ \ \ \ > U 3 STORY STUCCO \ I 1 \ \ \ \ \ 1 1 11 1 I \ \ \ \ \ \ , _ \ 1 i T (w 'D OC 1 TW 454.75 I I \ \ \ \ ` \ 1 1 \ I \ - H ) (p ENTRY 140 BUILDING � I / / ° r 111) I I 1 \ \ \ `\ \ � 1 I \ \ \ 1 l \ \ 1 1 \ \ \ / 1 \ \ \ \ \ \ \ ` � / 2 U Q In \ • .e.. " \ 1 \ / 1 z% FFE=466.58' 0 I BW 447.00' III \ \ \ \ - - - \ \ \ I \ \ \ \ \ \ 1 \ \ \ 1 \ I / \ / ` ` a ONi \ W/BASEMENT \ 1 1 \ \ \ \\ w z z 4s272' rN O O I I / FF=466.58 v p v) v) 466.18' 1 I \1 \ _ \ \ \ \ \ \ \ \ \ \ ` _ / , / / / a V Q y ti ti \ ENTRY 140 �- BRICK\ \ \ \ \ \ \ \ ) \ \ \ / / / I i �, cn \ _ v ALL \ \ _ 1 \ \ / / o w F > > _ - \ 3 X3' CONC. PAD / ti \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ - ' ^ ) / l / - - / _ \ \ \ \ \ / / / r _ w n ` \ LI `l/ W/ RA/N BARREL 452.72' � h \ - - - - - \ - \ \ \ \ \ \ \ q \ \ \ \ \ \ / ^ \ \ \ \ \ ` - / / / / \ w I- I- I- I /``• \ \ \ \ \ \ \ \ \ I \ I I / r I I \ _ BS 460.27' \ _ _ - I-ui TS 461.29 N I / 1) _ _ ��� ` \ \\ \\ \\ \\\ \\\\\ \1\\ 1\ \\ \I\I I\\\\\ I\ \\ \\ \\\ I \\ \\\ \\ \\ / 1 I l/ // 1/ I `\ / I / g z _ - TS 460.25' BS 460-79' I /'1 _ _ _ _ 1 \ \ \�\ TC465.79' / O' IVOJ 1 // /1 1 I I �I r�` \ \\ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \ \I \\ 1 \ I // / 1 1 / / 1 ` `\ 1 / Z 2 Z BS 459.75' I I / _ ' ^ ' - \ \ \ \ \ \ \ \ \ I - - / / \ ^ W W W / I (10 � BELOW FFE TO / 1 / 1 ! \ - i \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 / / / / / / \ ! I Q Q Z \ TS 459.73' \ CONCEAL EXIST. LEDGE 452.72' / 1 \ \ \ \ \ TS 458.69' BS 45923' 1 �, ! O I 1 r / ^ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 / / / / I / \ BS 458-19' h 46S I I ( / , \ \ \ 1 \ \ \ 1 \ \ \ 1 \ 1 I \ / / / / f / / O g Q- / - \ TS 458.15' I ` 5.84' / 465.fi1' 1 // ,i \ \ \ -440 / \ \ \ \ \ \ \ \ 1 \ \ \ \ 1 / / / / / I / _ BS 457.65' I TN \ \ \ \ \ \ \ \ \ 1 1 1 / / / W W W ` \ ! - 1 454.75 \ - - \ \ \ \ \ \ \ \ 1 1 1 / / _ _ - - / / - 1 / UJ ICAO c� L5 i \ \ \ \ \ 1 \ \ I i \ i / / \ / r I � ti t-r ti \ \ \ _ � � TS 45921' I /- I � � I / � _ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 \ \ 1 / _ ` \ / / / / / � ' ` I \ \ `� BS 458.71' \ ! TS 4fiz.33' / / / qI2� 1 l • ` \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 1 1 1 \ I \ 1 1 \ 1 1 a \ I \ 1 / / _ _ ` - - - / / / , / 1 / ' I I / ! / l 0 CZ � C \ , BS 461.83' 46 T bj 1 \ - _ \ \ \ \ \ \ \ 1 \ \ \ 1 ! \ i f I - - - / / / I / = O O O y ARCADE 148 452.72' / oTS 461.81' � 1 - \ \ \ 1 1 � 1 / \ 1 I / ti ti ti GQ \ \ \ \ ` U � g \ � \ \ \ \ \ \ \ � \ I I I I 1 I I 1 1 1 1 ) 1 I`---\_ ^ r 1 I t] / 1 / I m 1 \ I I I I I I 1 1 I I 1 1 I I I I 1 1 I / I / / \- / \ _, v/ V f I r l 1 1/ w \ 1 1 \ \ \ I 1 465.47' ® \ 1 1 _ - \ ` \ \ \ I I I I / / \ 6i / ` ! \\ _ \ I I I I I I I I I I 1\ �_� I I / �/ I / , I/ I I w LP 465.23' /6' I - - \ < \ 1 I I I I 1 / \ 457 - \ \ \ 4"ATRIUM GRATE r l 1 1 \ / \ \ \ I I I I I I I I I\ 1 1 I I 1 \ I I I I / /- '\ \ / / / 1 ! I = ry N nOj r - t465.70' ® // ° _ / - - I I I I I I 1 \\ / // / Q W o \ 1 1 I I I ) 1 1 I I / / / o 0 452.72' - 2=. I 1 \ / \ \ 1 I I I I I I I O 1 I 1 1 I I I I I I I I I 1 I I / 1 I I ` / l 1 I U I- N `8 `. \ - / o� �o \ \ _ M �UGP \ \ } / LP 465.23' i.� _ `1 <t I V I \ \ (10 i BELOW FFE TO / / _ _ >S\ ) ` Ty\\ \ 1 I I 1 I I / \ / / r /� / \ ? \ 4"ATRIUM GRATE � �a ` a' ' r / 1 I I I I I I \ I I l l y I I I I 1 1 I 1 1 I I I 1 \ \ / 1 � / // I 1 z N o 0 l CONCEAL EXIST. LEDGE / 451.95 / 1- `S \\ 1 1 I I I I I 1 1 I I 1 I I 1 '- I I I 1 \- +/ / / I 1 ) O � o o" 451 83 - 1 I I I I I I / I I / 1 1 \ - - / 1 ul 4s6, / _ o� \ 1 \ TERRACE 147 454.75 i I I ! 11 1 I I I I I 1 I I I I I I ,/ // / 1 I I / )\\ \ I .- 452:30' / ai m / J ` 1 f l l I I / I I I I I I I 1 1 1 I I 1 , _ / 1 1 I > 45125 v v Aq \ 1 / I I l l I I I I' I I I I I / / 1 1 ! I I / / / I / I \ / / , ,/ / \ I I DATE 466.34' v F\ 1 1 / I I / ( I I / /' O / I\ W \ 1 \ ! c / \ \ \ \ o ,. a512a TS 448.00' / I I I I I / , J / / ! I I I I / _ / \) �� FF (TILE)=452.62 °. p / n BsaaB.00' I / I / / ) 1 I I I 1 I / 1 1 � / >- 03-26-2018 / I I I / I I \ . / . \ _- 1 - "4 O \I / 1 I 1 I I\ \ - al 447.56' I I I I 1 1 I I I I I I I I I r/ I I 1 1 ( I I DRAWN BY \ I I \ / .� / 451.86 \ 1 \ 1 / I I I I I I I I \ I I I I TW 45z.00' \ `� 11 \ � BW450.5T <' ��/ / 1 / � I I I I I I I � / ! I I � J 1 I l I 1 \ I I �\ I 1 / _/ / / / / _� -^-\ 1 \ , _ -. / //i/ / / 1\ I I I 11 1 1 1 I 1 I I 1 1 1 I 1 I 1 1 \_ 1 / J / . _-' /. A. ALLISON o �UTL I I h \ �i -�" / l I Qs // II / _ - S \ �. 1 0 1 1 I I � I I I 1 1 1 _ / / , / / /' / • DESIGNED BY UT / (o 2. \ / / I I / / / / I ba -p 1 I I I I 452.30' . 44g . / / / / I I I , I I I I I I I I 1 1 l 1 1 ) / / / / / /// // / 451.30' l _ i I I as/ \ / I I I I I I I \ \ 1 \ \ I / l / - / ' / / • A. ALLISON $> I '� // / _-I-r-/45 ` \ ` ` ! I / rno / / / ' - - - TW 453.00' �/ / / / \/ / \ / / I I I \ I (r/ \ /�/ //' / / BW450-50' { / 4q / \ I , I I I I I I ) 1 1 1 / / / / • CHECKED BY BS �� L/s 8 / // // 1 I 1 I I \ ` 1 I I I / I I , ! 1 I 1 l ) I 1 1 I \ I I / I TS451.55' I / , _ / / / / / , 0\ / 1 o I I / / \ 1 ) I 1 I I I I 1 \ 1 1 _ / / / / / 0 / es 44a.os � b h \ m � I 1 I I / ! � -, r / _ � • C. SHIFFLETT I e1 1 r I l 1 1 I I � / • • i D� / / � \ \ _ I 1 I I I ! / 1 / I by 6e1 1 / 459 �%/i i � \ ♦/ J.. TW45200't� /_ _ / I 1 I I I I I I / SCALE / ' 452.00' / I C� �,. O \ / I 1 1 I 4 /� \ -� _1 \ A \ , I I I I / I / / \ 1 I J I / , _ / / / / / 48 \ qS 1"=20' I \ - - - - � / / • - f 1 I 1 �"- i/ / \ 1 / / /a '" e / II \\ /! ll� l /l // /I 1 // / I I / I I I \ 1 / / / • V / \ \ 9 - lam\ � _� � TW 448.50' -_\\ / / BW 444.50 ., 0. III / // /// / / \ / / TW 448.50 < / / a I O T\/V 448.50' ' a � / I I I \ / , / / r 6•. / " TN/453.00' / / p BW 444.63 BS BW 444.50' / / I I TW 453.59' 444.50' / ' / P / I I / \ / n • / I I I \ / LI / \ � 446 - -- - / / L � // , ��� 4g' 4 d ' \ I I/ ' T\N aaa so' 444 / / / /" / I // 1 /' / J I f 1 W TW 453.59' � ^\ / ` _ BW 444.70 Ng � d \ ' / I l l / w � / / / / / l / l / / l l J / / 1 / 1 I ( I 1 \ ` J I 1 \ \ \ \ \ I ( / / / / / 4 : / 455.51' ° b / / / ` 11 / / / ` \ _-6W 451.33' _ / / \I pA / 445 , _ _ _ _ \ FFE 455.63' 444.80'QgS. / / / , \ \ / I 1 I , \ ) I I I / / I / / FFE 444.80' rp - _ _ _ O / / , / 1 / I \ \ ` \ I f I I I .' `\�1 / h1 \' / `\ \ `-,: -_,/ / 1 •1Lu / \ \ ROCK WALL P w I - _ 00 / I l•l .N l / / p h GA \ TOP=4433' / / qq I I�I ' �O - I / / r1' 1 I I I / y I I \ \ � ` � ! \ ✓ l I 1 I I \ \ \ �/ \ � \ / / I ,'.,a�, / •,. �. ,,,434 / / / N I I / a I \ \ \ \ ! 1 I \ \ 1\ 1 1 \ \ \ \ \` �`-6`\�>/ / � � � •� TIN 453.60' 20 C^� - / I I /,. 1 / / / / / I I / � J / 1 \ � ` `� 1 / 1 I 1 I I I \ 1 \ \ \ I I \ \ - _ 5 - / �as , 444.62'- \ _ � � I \ \ qT.L- / 444.80' FFE 444.80' BW 436.32' b� / , / / / / / / / / / , •- - l I \ \ \ 1 1 ♦ 1 I I I / 1 \ \ \ ` _ - _ \ TS 441.30' TW 436.32, /I' / � c - b � op \ ♦ � BW 435.00' .y . / \ �\ Q C \\' G\ \ \ _ I .` y � _/. \\. TW 435.00' b• / / / 1 / / / / // / \ r / 1 1 1 I I \ ROC j.. „ - - \ TS 440.06 7 1 \ _ - o / Z TOPq \ t - \ \ \ \ BS 439E \ Soa: �q"5 / / / r ( \ ` - - - - - W FFE 444.80' \ - / / / I I 1 ! 1 / l I \ 433.70' 1 N / / I r / / / \ ( \ \ \ TS 438.82' • 43412' �� - .. 433.96 t7 ,/' / / / / / / { / / / \ 1 / / \ � - \ \ \ \ \ A 433.96' b' 0 / \ \ I � ' ' _ r ` ' l \ STEp\S \ \I p I / / \ \ 1 / I J ♦ \ \ \ V ' \ \G \ I - / 7\ \ \ \ p - / ° a \ / 1•° I 1 / / ! / / J 1 1 I ' 1 1 t I \\ ` ` \\ \ \ \ \ - - ' - _ ' / / - /'G FFE 43.96, z r \ r \ \\ \ (D O \�'\.442'-/- �S\ 439' � \ 1 \ \ \ \ 442.27' FFE 433.96' P \ Y'^ l / 1 \ t _ 1 / I I I I ♦ \ ` \ ` I 7 > U) ' " I ! /� - TW 444.80' V / I - - OG'T \ - \ \a\ \ LP 439.69' BW 433.96' , b� �. �+.�'\ I \ / 1 \ I I 1 \ \ C`' -437' \ \ \ \ \ - _ FFE433.96' FFE 433.96' / �`5 I V ry / 0 1 I \ 1 \ 1 / ,432.15'\/\ \ \ \ z qqo 439.86 - \ / / / / / I S , I \ / / / I \ \ \ \ I 1 r \I / 1 ( OT \ 436\ \ \\ 0 - _ \ BS 433-88' Q O^ 431-60'/ I I I ( •_ l \ ,' / r/ ` \ \\ \ \\ ) ////�' U L.L \ TS 444.80' // I // / // / 1 I II tyro , 1 \ / // 1 \ \ \ \ 1 / z Lu (n 43976 \ \ 1,. \. \ � \i;.. TW 444.80' 4 - -I / 444-60'FFE / . 43 \,(/\ \ \ \� �\ / 439 GA \ - TS 444.55 \•,' C - 444.80' ' / FFE 433.96'�J BS 442.88' - - ' FFE 433.96' / `Sry / `1' / / / / I 1 I _ �W L _ 443.00' / /b .P 1 I / / / / I / I- / 442.77' \ \' BW 440.00'// , '\ / / i/ / i' m 1�1 TW 438.62' /431.15'- ,N l I /'�� _ eW 435.62' / : / �/ 29- P \\ \ i ' / / / ' / /' / / ' ' - -' - -''-'' ' ( / Q �ONf1REFEPAY7 \ ® \� \ \ �� I _ J = -- _ FFE 433.96' _ I v \ \ \ \\ �GTq c BS 437.54' TS 440.99', O , \ _ i I O cS` \ � 438' / � 433.96' ( n v _ c\` � ITS 439.21' � BS 439.32' / day / / / / � 6 ,.^ � • . �( ( ( � �\ I I 1 I `1- _ � 1 C \ ^ rOODENSTATUE __---� -\ -- -_- _ '^ ,\ `� G'�� ,QC\ \I �\\ � \ � � � // � ory/ / I \\ I I I ` I \\ 1 `^\ \_^ �\An \ TW 443.00' \ - - �y, rry ^ , / / / / h a N I . x Y' \ 1 1 I I r'�q 437.12' - b I 1 I F 5. \ BW 440.00' 33--_' _-- __- _-- _ ! \� \ \� EP 3a36.62' \ _ TW 438.62. d - \ \\ \\\ 1 \\ \\ 4�/ _ -BW 435.62' T\N 443.00' - / / / / \ _ _ \ \� \ \ \ \ BW 440.00' b \ \ \ 5 W 435-85' 25' SETBAQ J \ 1\ 1 \ \ PN �85 Ror N ! // I/ --- - / \\`�\\ \\\ \\ \ \\� \\ `\ \\ `\ //\\\ / / / / 11 l \\\\ \\\\ \\ \` \\ \\ \ V / \ 1 Lu WOOD GAZEBO ` - - - - - - ` ` - - _DECIDU' \ / ��- \ / \ \� \ i9 / p / 24"WHIT�•l}AYC - \ \ \ .,'y 1 I / - - - - - - _ Jz" Dec Duous \ \ _ �\ 4' WOOD FENCE / \ \ I �G 1 // /� _ _ _ ` ' _ - ` - - - - - - \ \ \ \ \ \ - _ - - \ \ \ \ \\ \\ 1 1 \ \ �\ �� ~ \�\\ \ \\ \ \ / / �- \ \\ \ \ \\ \ 40241 - - - - -- \ \ \ \ \ \ \\\\ 1 \ \` \ \ SHEET NO. BAND � r\ \ \ �_ \\ � \ \\ \ \\ \\ \ \ \ \ \ \\ \ L / ///-�\ //� //� '/� � \_--\ \ �` ��\ -��� ��- \\� // //-•�/ //J // // / I Imo/ // 1 � ,/ j //ii �/I QQS / / / / /// /` `\ \ \ I / I \ Li 1441.75G, PVMT �� I I l 444.38' / / Grow PVMTI \ 1 / ! / I / I \ / / I / , { I / I \ I / // �/ , 444-06" Xi r'/X\ GRATE 2 1 PVMT 443.78' TU PVMT >< I / / ) / \ / / , / / 4 44 444.97' V���/n C5a5 � T' I 1 C5.09 I I C5.08 I C5.06 ----L--�I—� �PLTii OFP O U CRMGW i Karns I Lic. No. 04020"507 I:A- I 1 /05/20 1 • • • • • : .'ice ... • .. • • . • . • • ...• • • .:rIj ,••��•�,,A n••I•:I••, ' ♦ I I /-I I I I� 1 QI, •. , • 1.1 I • '1. �.0 • • MuffmOk"llk• \ . :1 •' , �•- : .�1�� 1 �� ' • • ♦o %' • •'. �j• k • �l7 ��� AI 1l IV ��1� �i • . 0*0 DATE 03-26-2018 DRAWN BY A. ALLISON a DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT LU LU LU LU of 0 1�I�I�I ��!�I �•1 .,�♦�����♦?,� - -r , • ' *''•' � � � 'P;� ♦�►�L ICI 1 �:/►�♦:L♦I_ `e ` !I►♦,�.���♦t,�\ � ��/ / \a \v � • '• .►•�:!I� 1 �J�I�I�I �A-�-wi u,• �1` .�;� j�,�►'-,11,��f jo � r I \� 1�, ♦ .. 11 ♦ ♦. ♦ ♦ ;, I o r•♦w`i�i i�,�♦�,� v �r 1� • �y(�o�' • • 1, j ♦j�j� 1 �.>�i j\ I "1�1�'�.'I� jv��j°il�I�i, ♦'III iAil♦♦ ,. � ► ' `D. . i LI. . > I I � ♦ I I I. I s'.�,/I\I�I�I�I�♦`. , .�y`' ..1 � �� , • I „� 1 : / ; :'.,,.,.. ., - 1 . 1 �'♦�♦,♦,,�. . `.�.•♦., •,� ` •;yam,•,•♦, •,•,•,,•♦ •, . `_ .�A .. . , Gas•! � - - I III A♦�♦�i►, yid♦A♦ A y'I� I ♦>rV�I�1� e. L � I .♦> ��sy.'� �',+� V ���,I-'Ii'I LEI ♦ _ . I � .-,�♦e�I I I I . ty . ii i il� I �i•i: °1j!,���j�j�, c��b�I�,�I;I�;. ` : •>!•,� � AI:�J!•I�I�i,;,I\ ` ,� •`\�� I. ♦ .. II♦II♦I•. i ,II � II . I I I♦ I r '' I :, �h! �.I�.� �?y�I.. �I�I�IiI�IA♦V�I'- ,�ill �i;�+♦I�� I�'I . � ♦:��I. ��� Y;�I� ��' ,� �I-... .O ,.J�♦�/>/ \!e�� ...�. �<!.�I\I�I�Ir�,�,J. .��l�I� I�I�I+, OOA�V`. N. I�� �i♦✓�I�I�I�I�. �� 1 / ��I�I �I��� 4I�. ZI�AyI�♦I�♦\I . ��`°♦ 4�%.♦�y ♦ / o - /�I °i ♦ ���I ���I� %�I�I�'I�. �Ii Imo. ,. . � - , rt/ .' `:'•>�j�j � �s��Oli,♦V�'�� �o'�`���I�'I I I+I♦: ��I♦ ICI I . � " 1 � +.. , �I�I�♦ts � I�IAi `�I�iI�I�L� �L/ • I♦� s♦I�I\�I�I� • ' , : I���I � I Z b _ F� • ..,� .���♦� f.� 1�� 1� �� I�I�I�I�i �L�I�I�Iis ..I 1 i 1� Vt��I. �.y�, ✓ I• ICI \ �'A.v ` ` ` �A�I�I�♦,♦♦� I_�I�I-•�i�1 R7I�:��I .� I I III •- y �' `` �• ��j�j� \ �' ` ♦�I�i'.' ' `i Vim- ��I b�I�I�Ii � {II�, III I ,,. ��'--�.� � .iiI♦-♦a I / `I. I I I .,�i�j� ��:. I I I I I►�i�I�'I i I♦ I I. �: • W , ;* • , . / :' ` I ��1►�♦�♦ 'i�♦�♦�.�J♦ \eg�a���`�� � � J�I�I�♦�. >.�I�I �I�i .> _ ,���� ...1 � ,u �i.f/ .. ` I I ♦ ♦ . I I. ♦ . 015 R . J ♦ ♦ I_ ♦ I :V /.'I_..I�i�e �f / P/Sri • PVMT 058, - iII�I�I�I 1 ..v v `, f;���I I I I I I /� I I• . I W MR IM PVMT T PVMT ti . ram, I�I�_♦ 1.�,♦I� .► i i . � Ia I I I♦: .o��% ��� � is ►♦�♦ f/ ♦♦ r�-..��� •.�♦�i � v ..� L a_ �., ,� + p , ,, ] ` ,• a `\' ui G JOB NO. n / PVMT i , • v ►. I a 7 I'SHEET • l 0 c 5 a ai .N C N N m �o N O CL c m o a) N J N a 0 c 1al F. a) � o O W c� � Z a)o 22 0 c mw E_ c (D m u, c �w U) 3 Z y Z O m 2 n �0 aI o w -•5 0 o. w O a c :2 7 y U C N O r 7 d N m c y U O a 3 c U m VO 6 N N C N O m U c ` m C c O U n° m E L L 44g.05' 0.16, _ - : Gc / \ \ FOR DETAILS \ / FFE FFE - - - - - PVMT W. / / \ \ 466.00' , 466:/ TC e / / (k 1 PVMT .. � / / 465.75' 448.13' / < 450.18' / PVMT 454.03' /,1 - ' / \ 464.25' \ t 46525' \ C\ \ �\ / ' / ' / FFE ' PvM2' Ry Ay M\ Ih \ \ ` \ '/ FFE / ' 46s.00' 44 \I TC / / ! 4 PVMT 53 - 1 �\ \ '+n ,3 1 447.50' / / PVMT / \ \ 1\,\ / i 486.00` `, PVMT / \ . 458.85' 11 \ \ / vo PVMT \ 45Z48 Rh$ FLUSH - / I \\� / / / / _ - \ 007, `p'�� 455.13' 464J5' \ \ / / 1 / \ UptpIGW.J.KO't'ARSKI� 1 \ a , PVMT / \� / / \ Lie. No. 0402048507 ' / I / PVMT 1p TS I /03/20 O / / 9 BS a .. w .465.50' p FFE % O / \ (0� ,. PVMT I 454.95' Ay 460.46' . 46279' , ffn> / 466.00' \SYr G 444 I / ( ) 452.05' / / . �G /' I PVMT - / p61 .I' . \ L O?JAI+ / ` �/ 466.4T I I i 'iatC y0 / / PVMT/�%/ � 455.48' , r / 46572' I 1 / yN PVMT PVMT / / r0 �!\ // / ' / - ` - - - c \ ` / I I 1 1 G / 1 \'F 453.33' 455.59' D. / v \\j (c \\ / \\ / \I r I A� C \I 1 I l I / 45P908 \ 465.aT' g / /��`��i< BW 466.ST1 ct 445 / ( 1 PVMT / / PVMT - 466.5 / P 45272' 1 / 458 19' .. � a . / � / 466.26' , d / 4' , /\ TW 470.22'� M E 450.50' ! VC / TW 466.63' _ o 1 \\ /`•� \_ . I, ,,� ( \ \ 451.75' / / BW 466.00' N - o / / \ f^. / . /'e .. / TS 466.45' O QA I / / p t I i ( PVMT / . ` / !". ' o- FLUSH ' BS 463.7T N C 1 / 1 / \ \ PVMT PVMT / 457.61' - / e" �e e• / ` c I "G ' 0 i \ e( 464.5T BS 463. Q o "� / 454.80' 455.36' / 0 0 / \ 44 ` C� p. \ 0 PVMT / r LP Bw 463 (I ' \ I o l \/ / PVMT / 1 / / I \ 465.25' TW 468.00' a� 453.44' PVMT 456.20' r 1 PVMT BW 463. w ( \ \ i / I \ \ \ \ 454.ST PVMT \ \ I - / _ / BW 466.63' TW 466.63' N 3 / / I e 465.07' \\1 466.19' 6 29' e� 455.85' / ° 1 PVMT \ Q W " 3 INR9' y0 / / D 1 PVMT / / �^ 463.4T 465.56' 466.10' \ w 1 / / / a ^ / 1 468.19' +� W 453.10" / .. . G) I Q U c0 PVMT !� I < 458.47' \ b ,J \ I Lu t [h CONC. COLUMNS \` l / o` J ° \ ' ° / 457.50' / / 6` PVMT I 7 ` a65.69' ' ./� � �J o rn TYP / I 1 I / I / PVMT �' 463.28' �I I -� VVL 467.50' W o m ( ) \ I 0.50 / tl•I I l 466.59' to N I ,� / _ I % a TW 468.00' U W of r1 459.6 ' PVMT I I , Y J I BW 464.07 � C x I Q ce LL ( \ o / / I! �p,0 \ \ i \ p / .: ;, , S, ,a1 / / 463.60' 1 ` \ 1 BW 464.13 C' ai d 459.34' / / / V.1 S c ry OC TW 468.00' / ° ( TW 470.22' BW 466.63' . V U ' / PVMT / O / / / BW 465.30 / H Q U) 2 I / ,n - - TW 4. U.- TW 466.63' o N p O O 449r / rn / astlo' / t ass.lo' \ SHRUB/SMALL // / I I 1 \ \ / \ ( 1 I .PVMT 1 ' / / BW 465.30 TS 466.45 oP TREEAREA // IJ 11 \\ 1 \\ O457.00' // /I/ / lBS 463.7T y g / ( I BW 463.7T ry z O 465 TW 466.63' ti � 'aeo 1' / - PVMT 464.40 I I BW 463.65' kD H W m W W w 464.04' I Ip ' \ ,n C4 PVMT ^ 4 / PVMT co 6 TW 470.84' W W W \ 6"WID WOOD WALL \ / I I \ / \ \ b�° v \ / 460.58" / 464.15' j 464.38' BW BW Z 2 2 TOP=442t \ / / \ I 1 \ 0/ / / / `t p 1 I V 460.12' \\ Or0'• / I l I N I l TERRACE 147 Q Q Q FFE=466.52' O g ` SHRUB/SMALL 1,I / 1 /,{ ` CHAIN LINK FENCE TREE AREA \ I \ \\ / \ / FF=466.52 = a CL Lu a (D tz \ \ V 1' WIDE ROCK WALL /A i / �\ 1` \ qS /I I / / I ` \ ` J 46a25' 1 ' 0 cz � � TOP=442+ /�I I \ GG \ 8, / \ / 460. 54ss3 ' \ 7 j = Z Z Z 8' 455 0' I PVMT 456.75' %PVMT \ PVMT C9 . '^; .. 4 / / \ ~ ~ ~ I 457.40' ` a.� 464.1T I / TERRACE 147 1 1 Gq \ 1 \ / / O \ ' SWK (FLUSH) ( Q 466.20' Lu \ \ I I \ 1 \ y\ IWOOD l p I 481.02' PVMT .. fLu _ 1 \ .p \ I . PVMT 484.66' \ Q 2' W/DE ROCK WALL / j X. 1 D \ 461.�5' ®\ \ TOP=442+ l 1 \ l I \ o IRON FEN \ \ lGN PVMT PVMT - 462.58' / a65.58' - 0 0 0 460.15' \ PVMT PVMT PVMT y \ ) \ = w N N N 460.98' 461.75 1 463.81' \ 4" w V N N N I 1_ PVMT 6 �V Q ~ rn ro M 464.09: g z N o 0 465.89' 1 O •-, ti I (9 a "BELOW FFE TO \ 9�\ \ \ \ \ / - / PVMT 465.45' / \ �, ,� \ . / CONCEAL EXIST. LEDGE) MATCH EXIST. \ \ F\� \ 462.04' \ \ / UTL H ? DATE ±446 06' '3, SWK (FLUSH) / O n r co w 464.58' Y 03-26-2018 G I I yy \ 465.45' T DRAWN BY \ \ \ o \ \\ 3.3' a \ 3s ` y \ ip L W 461.34' / p ` � \ l \ \ \ nS \I 459.91' 46L95' ( ARCADE 141 MATCH EXIST. \ \ 1 \ 8"F / \ \ t446.13' \ I _ \ \ \ \ \ >? PVMT \ \ \ _ I 465.92' I FFE=466.66' A. ALLISON TENNIS COURTS =G. / ( / \y `\ 445- \ \ \ \ \\\ \\ X PVMT 455.30' \ \ \ \ 0 \ \ ` \ \ \ \ \ \ 453.40' . \ \ I \ \ \ 46581' v � � DESIGNED BY o \ \e. _ • • i \ ® / 9' " BELOW FFE TO /X / / Q�GQ \\ \ \ \ 1\ \ \ \ I\ \ d53- - - \ \ o / \ \ \ e \. ,,� •" ;e! .. ` • 2_I - I ^ " - - CONCEAL EXIST. LEDGE) • A. ALLISON GG / \ \ \ \ \ 1 \\\ \ \ /\ f\ PVMT ` \ I e \ 465.96' 466.18' 3 STORY STUCCO \ \\ \ /\ \ / CHECKED BY 74- ' ` 222000 \ 453.75' \ \ 465.54' O \ / � \ \ \ \\ \ \ \ �p ENTRY 140 BUILDING • \A. / \ I \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ ` • e. ` \ t I a z% FFE=466.58' WIBASEMENT \ \ \ \ -46/ _ ( I • C. SHIFFLETT FF=466.58 v _ \ \ 4 \ \ 1 ENTRY 140 SCALE Sfl •' e. ^'!\ \ \I / 466.18' 3W3' CONC. PAD 1"=20' • G/ `�\ (/ I \I\ \ \ \\\ \\ \ \\ \ TS460.7Ta• \ / r, / /ro `W/RAIN BARREL \ 1 - BS 46027' \ TS 46129 / / •• 346570' • \ O 1 \ \ TS 460.25' BS 460.79' / I / _ �\ \ / F�q / I \ \ \ \ \ \ • ' . •' . �. ... BS 459 75' \ _ . TS 459 73' \ / CONCEAL EXIST. LEDGE)7 CHAIN LINK FENCE o l/ Y ) \ _ TS 458.6s' BS a5s.z3'L G/ BS 458.19' ' f I 46$ / / 465.84' 465.61' 1 / / ( \ / I I '\ \G \ .. .•e. \ / ' \ TS 458.15' 1 1 ( W '�` \ \ ,. \ .. \ \ BS MATCH EXIST .\\ a\ \\ 45765' TS a59.21' OS48.71qb / I ARCADE 148 4 84 0 Gf BS 461.31 W U\ \ \ ' / \ 457 \ \ Q Q \ 4" ATRIUM GRATE LID 465-2T MATCH EXIST. 3453.73' \ \ \ _ - r - \ \ / ? 4 / "F VINEYARD c / \\ \ - 4^ \ ( \ \ / \ O \ \ \ \ \ tJ\ t465.70' 45 AREA 1 \ \ \ \ \ \ 754 \ UGP - \ \ \ i, / - LP 465.23' , I I _ \ \ \ (10' BELOW FFE TO 4" ATRIUM GRATE CONCEAL EXIST. LEDGE) ^ 8„BLOCIf WALLS / \ �s L.L \ \ \ \ ®\ \ _ - ' •- - / J \ \ \ \ I / / 466.34' 462.30" At Q �l \ TERRACE 147 \ \ SA / / \ \ \ / �c m \ \ ( \ 1 \ S FF (TILE)=452.62 H� 7 / \ \ 1453 �_ 5 / \ /\ 1 1 1 1 I I \ _ L ' -o o ITI/ �%\ \ . \\� �, '•e I\ \ / - 45 . III III II \ ` \ v l v bb I 1 / _ \ ` ` _ 0.h I �r• - - 0 45 W O I / 1 I \ \ / a 1 _ DOOR=45 9 440- I1 -- 7±- \ BAN \ _r�UG'j�_ \ I \ I / ��_ \ \\ c \ \•\ \ / ' -/ II \ //// UGT- _T- BUG l l I lam' \�Qi�-pL. \ \\ i-_ \\ I •�.� ` --- \/ ,/ UTI� \ I \ \`� \ \` ? UTI� � n - \ - - ILL / l l I //l/ I I Q O �c I I\ O \ i ' ti.� ro I \ / \ I \ -i O // ( TW 453.00' ASPHALT \, \ \ \ U�/�} ( \ Gc I i �\, ITLr - / 45 I \ \ \ \ // / / / �• l \ - / u ` \ UT _ / / / / / ( Z i \\ 1 U/ rL, -438 - `--- \ �� �� Gi \ Qsq 4SS 9 145745�/ :''/' % \ 4 �/ I \ \ / O ly \ v'I \: \ ' QS \ \ % i i / \ \ 4g ' 1 \ \ •A`si3 / BW Lu , ^ 0"PVC PIPE l �� \ \ 2 \ \ \ \ \ \ \ \ \ \ d JGP' \ \\ /� \ - I ', \ 450 \ _ // / / i/ O � - (END NOT O SERV D) _ `\ \/�°' \ \ \ ` \ 449 \ \ \\ \ V\ \ \\ / ig\448 H� Z_ z r / o- \ _ _ \ \ \ \ \ / _ O / \ \ ^ Lu \ 6'. - / / / TVV 453.00' q P / / Co 1-1 Q in l \ B TW453.59 -.\ / `LBW Q 7S II / /' \ ' BW 4555 51' �. z�' 438 - ( I / I ` \ \ \` \ \ \ \ \� \ \ - - - - - -' -/ \ BGOC�TORy \ \ \ pAs / O - 445\4SS \ i / TVV 448.50 - FFE 455.63' . T ' I I BW444.80'- FFE 444.80, 'p _ _ - _ / \GGQ ROCKWALL TOP 443-f p \444.80' �a •� , - _� TW 453.60' C/' 0 / �' 1 ` / ' \ _ FrF - - / - ' \ Z _ ♦ \\ \ \ \ ♦ \!y / _ / -� r / l A \ \ ab / �. BW 448.50' \ STO - - - - '437 - \ - \ \ \\ ^ \ �\ n ` / 1 1 \ \ y ` - - - -X- / I .a,• / I /� / ; \� FFE 444.80' T R/'S+ \ i TS 442.55' i TUC ` A / / \ \ \ \\ \ \ \ _\ �\ \ 45 / \ / •� II�1 FFE 455.6T BS 44156 / ) G CO (Cl x CGRFG ; \!y \ \ \ \ \ \ \ \ \ \ / / ^ �F\\ - - _ - - / \I \ ` \ -4 444.62' \^ - C- C5.07 I I C5.05 /\ ll / \\\\ l /"/•?g 73 1 \ '-436� DRAIL\ ITV-/7�/-/7� Lu WOOD DECK- - - - WOOD STEPS- o L/G _ \ -\ �� I C5.09 I JOB NO. \ \G \ SCALE 1"=20' 40241 C°NC \ I \ - _ _ �� ---- --�� _\vv\\ o I C5.06 \`\---------- TE_F ��----- !,__----\ r�`GT\\_ - 0 20' 40' z LI SHEET NO. \ _ - - \ I CS.Oa m I tNN15 GUUM 15 k No Co \ ' \ / \I Jpe�/fix/ \ 1 \ \ 1 \ \ I I I\ \ \ N. \ \ I I I I 1 I / [ 1 / I I \ r Al / PJ / �.. _.... _...._ Vol \ \ \ \ \ \ CHAIN LINK FENCE ICV \\\84� \/ F \\\ _ Y k/ AVINE REAYARD.l <47 IC \ \ \\ \\ \ \ \ \ 8"BLOCIf TENNIS COURTS \\ \ \I \I SgAt / \ \ ®\ \eb / r ' 75' SETBACK ICV ICV/bAN oOV - - - — -440- — v \ \ </ I I COVERED BRICK AREA l / / / \ 7 / �� \ — ucr—UG _ _\ ICV / 0 // — — \ JO \ \�/ [\ \ ! I l/ ICV IN /� \ �\ / / �/ / // // \I I 1\ \ / \ �� ASPHALT7\ \\\`\ NN.\ \\Ur k rl \\ \G \\\\\ ��UrL�Xz 'cl I ICV \ / / /� / I 11 It�` \ \\\ \ \ \ \ \1438- !'/ STq�\ / \\ I - / t 100'POND BUFFER Ry 1 \ \ \ \\ \ \ NN MATCH EXIST. QG 3427.65' \ \ / 1 I \- I \ J(' \ J°e �\ // ! ///� ` \\ CQ cc�\C7f �\ / ' / \ / \G\1` ,\ 'i// I I , y \ - - - - .. nc� I \ ✓ — I I / / / / / / / 1 - FFIS,T SANITARY SEPTIC LID x FpcO \ \ \ \ ®\ / N / / C TOP=423.77 \ _ - , / / \ \ 6''-8" SAN PIPE 436 ' \ (APPEARS TO BE 2 ' FROM BUILDING) Il \ I I I / / Fp CO / 0r 1 \ - \ I I \ liGT\ I \ \ \ \ \ \ \ \ l f t \ \ \ 1 l PAD / / / / / , / ' ' ` ' ^ ` - \ / \ \ 1 \ \ \ , 1 /\ STq�'oF0 < / _\� SqN TOP 435.65 H / l EXIST. i428.69' / , ' / . - - / \ \ \ / I \ \ \ \ \ \ \ _ �/ CoyCR \\. / I / \ lNV 1N=427.76 N. \ OS\ FTF / �I / N INV OUT=42702 \ \IN \ J I \ _ 428.05, / , / / / ' \ _ - - - / ^ \ \ ` ' / \ \ N. \ \ \\\ \ \ \ \ \ \ / / l / / 004 > TOP=43 \ \ , / NET POSTS 1 \ -435 / D \ \ / p / �R16LCWALL \ \ \ / VOLLEYBALL \ \ \ \ \ \ \ ` / 8 3\ / SIDEWALK \ � \ \ \\\`���\\\\\+\\ E01 \\ \ \ C c'� `\ -\ \ \ /K Ali \ 428.04' \ \ / / / / x ` \ \ ` N. \ v, \ RETAIN. 0 G) O: WALL �0` \ TOP L \ 428.52' \ p1\ 1 \ ^\- \\ \ `\ \\ \\ \ TOP \ \ 1N/429.18' tS ` \ \ Q \ ) - - \ \ ` \ \ ` \ •�\ \ ` - - \ \ J \ AYGROUNi \ 429.50' r. , BW 427.18' \ - \ \ \ \ / / \ _ \ \ \ \ \ / _ _ \ \\ ) ) \'. I - \ \ \ \ / \ ) )_�- \ \ �-� -� \�� / ( 1 7VT \ / \ - \ a2zsa' ice_/\ `\ \`� Y� \ \ r` \ ,/ ♦'.. ITW 429.50'\ 42715' BW 427.20'- 429. 'fie . / \ \ \ \ \ \ \ \\ \a I FFE=\ TW 429.18' , 429.50' \ . 1- ` / . \ ,p _ - - \ \ _ \ \ BW427.18' WON FE6i��E- Nti0 \ ; / \ \ \\\ � \ _ \ `� _=\-_\ �'_ `` - _ _'' i'-_/ �_ / -\ 12"WHITt�AK 429.50' \ `\ \ - \- 22``\ \' ✓ \ i \\ \ \� '\ \` \ - - \ \ ---'' i _- \` 429.00' \ - - --- -- T 4 _ \ 12" WHITE Oil N \ \ \ \ \ \ HP429.40' !\ 1429.40' `\ \ 4_44 — --1 \' \` l \ 1 1 I \\ \ \-Jn \ \ \ \ \ \ - \ I \ 1 \ WPPaBUFFiR \ _ t \ \ \ \ FFE ` \, \ \ C \ ` \ � I \ 9.50 ` - � � �\ 1 \ \ \ \ 428.25tp ' \1 \ [) \\ \ \ V FFE= \ \ \ �1 \ \\ 11 \\ I \ \' '' \•`_ - ,C/ �\. ly/J` I \� \ ` `\ \ _^ ` N. \429:50' ^\ \ \._ 1 4�26 428-7 ' - / ` , 30" WHITE OAiC_ ill ililPl J \ l � TOP bF SLAB \ - \ \ \ \ \ 429.1T 4"DECIDUOUS \ ` 429.09' \ \ \\ \\ KESWICKCLU)3,¢LC I\ \\ \ \ \ �\ \ �3�/ \ \\ \/\�\1 \\ \ _ I \ D8.4,j\ \ 23,PG.5�6 1 \ \ \ \ `\ --\ \ \\ \ \ \PARCEL ID: 08Q00-00-00-0 �'1 BO ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 41 y 'i1 14, _ i \ \ \ \ \ 436 \ \ \ \ \ \ ROD/F \ \\ \\ \\ `\ \\ \\ C5.07 I C5.05 \ - NN \ _ \ - — — — \ — // / [ ice\ / / 1 \ \ \ \\ \-- ``—� \— `\ ` \ \ — \ \/. M C5.08 ' \ \ < \ \ \ \ \ ` � � \ _ � � � \ _ � \ \ SCALE 1 "=20' � `\ /' /\ - J V )/\ 1 \ \1 \\ \ \ \ �\ ``\ \ \\ \ �\ \\/� \ \l \- C5.06 \ ` \- i r, \ ` \ Q / \ \ \ I / ) I \ ` \ \ \ \ _ \ '� \ \ ` \ \ ` - \ - - -. i 1 \ \ _ \ \ \ 1 \ \ \ 0 20' 40' Z THOMAS M. TAYLOR - _ \ \ - \ , \ \ \ \ - \ — �— — —1 — J 1 1 \I DB. 5074, P\G. 214 \ \ \ \ ` _ \ \ \ \ \ \ - - - _ \ \ ` ` �� \ \ \ \ \ \ \ \ \ \ PARCEL ID. 08000-)90-00-011A0 \ \ ` \ 4�4 \ \ _ _ \ - _ \ ` \ \ - / ^ 1 \ \ -\ U CRAIGW7. KO'P.ARSKI Lic. No. 0402048507 L-o 11/03/20 ,< M E O N OV N N E w °) E Q � Q 3 LL wO "rI .I of IL t M < U 00 w J —ui 0_>ory (D W N Z_ M r X O 0 R w Ln _ N = U > Ln a c (mLn y N M d � 00 —1 kD H z O d U (n WI p Z O Z O z Z tn OUIW m m > Z W W w Q to I- y C Z Z Z Q a a ng. LI ti In Z Z Z w 0 0 O 0 O Q ko M DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' U) W f W 0 I.SL w z u�u 1� Z 0(c0 z>U) z V / u a z Lu O QJ(n V m z Q Q / v J/ T\ i U W i JOB NC 40241 SHEET NO. C5.09 0 c 5 a d .N 7 C 0 m m 0 O n a c m o 0 N N J d 0 c ral F. L NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. CLEANOUT STA 10+00.00 TOP 450.90 46B INV IN 449.13 (REST. 46B) INV OUT 449.14 (46B-GT.2) air 5 4STA 0+40527CLEANOUT 1OP845INV IN 447.93 (GT.2-1946) INV IN 447.94 (46A46) INV OUT 446.00 (4645) ASIR PROP. GRADE EXIST. GRADE 450 450 445 445 GT.2-1946 46B-GT.2 19.07' OF 8.54' OF 6" SDR-35 P C SDR-35 PVC @ 5.00 /o @ 1.05% 440 GREASEINTERCEPTOR 440 #2. SEE MEP PLAN INV. IN = 449.05 INV. OUT = 448.88 435 435 9+50 10+00 11+00 SSWR 46B - 46 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 O.D. PIPE 8"-{ d d d SANITARY SEWER PIPE 4 d° SDR-35 d .. c 3,000 PSI CONCRETE d d NOTES: 1. CONCRETE TO BE A MINIMUM OF 3,000 PSI 2. DETAIL TO BE UTILIZED WHEN PIPE INSTALLATION DEPTHS EXCEED 15 FT FROM FINAL GRADE 3. SEE SANITARY SEWER PROFILES FOR ADDITIONAL INFORMATION PIPE LOAD ARCH DETAIL NO SCALE CLEANOUT STA 10+00.I TOP 433.INV OUT 428.97 (20- AMR MANHOLE 4 STA 10+61.49 TOP 428.70 INV IN 426.09 (54) INV IN 426.29 (204) INV OUT 426.09 (4-3) ddri 440 440 EXIST. GRADE 435 435 PROP. GRADE 430 430 425 425 204 61.49' OF SDR-35 PVC @ 4.36% 420 420 415 1 1 415 CLEANOUT STA 10+40.43 TOP 464.75 INV IN 458.80 (42-41) INV OUT 451.76 (4140) CLEANOUT STA 10+00.00 42 TOP 466.15 INV OUT 462.84 (4241) 470 10+00 11+00 11+50 SSWR 21 - 4 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 CLEANOUT STA 10+88.75 0 TOP 453.10 INV IN 447.90 (41-40) INV OUT 445.30 (40-9) MANHOLE TSTA 11+12.60 TOP 447.50 INV IN 433.43 (10-9) INV IN 443.87 (40-9) INV IN 443.57 (45-9) INV OUT 433.33 (9-8) ) 470 465 465 460 460 4241 \ PROP. 40.43' OF GRADE SDR-35 PVC EXIST. @ 10.00% GRADE 455 455 \� STORM PIPE (423) \ 450 450 41-40-//^N 48.31' OF 6" SDR-35 PVC @ 8.00% 1 445 445 40-9 I 23.85' OF INTERNAL DROP 6":SDR-35 PVC CONNECTION @ 6.00% 440 440 435 435 I 430 430 9+50 10+00 11+00 SSWR 42-9 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 CLEANOUT STA 10+20.56 TOP 452.90 INV IN 447.44 (27-26) INV OUT 447.44 (26-25) CLEANOUT STA 10 +TOP453.361 INV IN 48.32 (HAL INV OUT 448.32 (2dRn 4" CLEANOUT CLEANOUT STA10+31.50 CLEANOUT CLEANOUT 5 TOP 452.00 CLEANOUT STA 10+56.16 STA 10+21.24 45 STA 10+75.93 INV IN 447.06 (26-25) STA 10+34.43 30 TOP 451.40 TOP 451.85 46 TOP 45 44. INV OUT 447.06 (25 6) TOP 451.50 31 INV IN 444.55 (31-30) INV IN 447.93 (GT.2-19-46) INV IN 444.91 (4645) INV IN 444.99 (32-31) INV OUT 444.55 (30-7) INV IN 447.94 (46A46) INV OUT 444.91 (45-9) INV OUT 444.99 (31-30) INV OUT 446.00 (4645) MANHOLE MANHOLE MANHOLE MANHOLE 9 STA 10+95.43 STA 10+85.02 CLEANOUT STA 10+63.32 STA 10+43.67 CLEANOUT TOP 447.50 6 TOP 451.15 STA 10+05.09 32 7 TOP 451.30 CLEANOUT 8 TOP 453.35 STA 10+00.00 46A INV IN 433.43 (10-9) INV IN 445.45 (25 6) TOP 452.20 INV IN 444.41 (30-7) STA 10+00.00 INV IN 432.86 (9-8) TOP 452.50 INV IN 443.87 (40-9) INV IN 429.78 (EX-8") INV IN 446.75 (HALL-32) INV IN 431.44 (EX 8") TOP 454.40 35 INV IN 447.89 (35-8) INV IN 448.36 (REST.-46A) INV IN 443.57 (45-9) INV OUT 429.67 (6-5) INV OUT 446.75 (32-31) INV OUT 431.44 (EX 8") INV OUT 448.33 (35-8) INV OUT 432.66 (EX-8") NV OUT 448.36 (46A46) INV OUT 433.33 (9-8) dRn dRn ARn ARn dRn dRn dRn PROP. 455 GRADE 455 EXIST. GRADE 450 450 INTERN/ CONNE( 445 27-26 20.56' OF SDR-35 PVC 53 55 6 SpR_35 pV 3.00% C o 445 @ 4.25% 440 440 STORM PIPE (449) 26-25 10.94' F 4" SD4 35 PVC 435 @ 3.50% 1 435 430 430 425 425 �L DROP :TION 9+50 10+00 11+00 11+50 SSWR 27-6 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT STA 10+91.63 TOP 443.83 INV IN 435.27 (12-11) INV OUT 435.27 (11-10) CLEANOUT STA 10+30.36 12 TOP 439.65 INV IN 436.18 (G.C.-12) INV OUT436.18 (12-11) dR5 EXTEND EXIST. 6" SANITARY PIPE TOWARDS THE GOLF COURSEAND CONNECT TO PIPE G.C.-12 INV. = 436.64 - A 6" SE PROP. GRADE EXIST. GRADE 455 455 STORM PIPE (451) 450 450 1 INTERNAL DR( CONNECTION 445 445 HALL-32 5.09' OF SDR-35 PVC @ 5.00% 440 440 32-31 31-30 29.33' OF 21.73' OF R-35 PVC 6" S R-35 PVC @ 6.00% @ 2.00% 435 30-7 435 7.15' OF 6" DR-35 PVC @ 2.00% 430 430 425 425 9+50 10+00 11+00 SSWR 32-7 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLEANOUT STA 11+52.63 0/TOP 445.90 INV IN 434.35 (11-10) INV OUT 434.35 (10-9) MANHOLE 9 STA 12+14.03 TOP 447.50 INV IN 433.43 (10-9) INV IN 443.87 (40-9) INV IN 443.57 (45-9) INV OUT 433.33 (9-8) IN 11+50 MANHOLE STA 10+00.00T TOP 451.15 INV IN 445.45 (25-6) INV IN 429.78 (EX-8") INV OUT 429.67 (6. 5) 455 MANHOLE 3 STA 13+08.15 TOP 453.35 INV IN 432.86 (9-8) INV IN 447.89 (35-8) INV OUT 432.66 (EX-8") dF5 / 450 450 PROP. LOWER LEVEL GRADE J INTER GOLF CLUB EXIST. CONN / r 445 (GRADE / 445 INTERNAL DROP CONNECTION 440 - 440 435 435 G.C.-12 30.36' OF SDR-35 PVC 430@ 1.50% 430 12-11 11-10 10-9 9-8 61.26' OF 61.00' OF 61.40' OF 94.12' OF PORTION OF 6' SDR-35 PVC "SDR-35 6" S R-35 PVC 8" SDR-35 PVC LOADDERCH @1.50k @ 50%PVC @1.50/0 @0.50k TAIL (SEE ) 425 425 NAL DROP ECTION d PROP. GRADE EXIST. GRADE 455 455 35-8 43.67' OF INTERNAL DROP SDR-35 PVC CONNECTION @ 1.00% 450 450 1' 00 445 445 STORM PIPE (415A) 440 440 435 1 435 430 I 430 425 425 9+50 10+00 11+00 11i50 SSWR 35 - 8 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 MANHOLE STA 12+07.37 TOP 428.70 INV IN 426.09 (54) ::: INV IN 426.29 (204) V OUT 426.09 (4-3) HOLE+47.18 5 TOP 432.75 INV IN 427.46 (6-5) INV OUT 427.99 (5-4) 46A46 21.24' OF 4" SDR-35 PVC @ 2.00% PROP. GRADE 455 455 EXIST. GRADE STORM PIPE (423) 450 450 1' 445 445 464 I 54.69' O 6" SDR-35 PVC @ 2.00° 440 440 45-9 19.50' OF " SDR-35 PVC @ 6.84% 435 435 430 430 425 425 9+50 CLEANOUT STA 13+64.94 TOP 439.00 INV IN 425.29 (2-1D) INV OUT 425.29 (1 D-1 C) CLEANOUT STA 13+58.95 / TOP 439.75 INV IN 425.32 (3-2) INV OUT425.32 (2-1D) MANHOLE 3 STA 12+79.53 TOP 430.00 INV IN 425.73 (4-3) INV OUT 425.72 (3-2) 10+00 11+00 11150 SSWR 46A - 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 CLEANOUT STA 13+72.41 TOP 439.37 INV IN 425.25 (lD-lC) INV OUT 425.25 (1CAB) NOUT STA 13+83. STA 3+39 B TOP 437.75 0 0 5 INV IN 425.20 (1C-1B) PROFILE SCALE INV OUT425.20 (1BAA) CLEANOUT IT (1B-IA) .04 (lA-1) NHOLE A 14+49.44 P 437.26 V IN 427.66 (50-1) IN 424.87 (1A-1) V OUT 424.70 (EX-8") 455 RETAINING WALL 450 1 450 445 445 PROP. GRADE EXIST. RETAINING \ GRADE WALL 440 440 (STORM r PIPE (413) / 435 435 i � 1 \ i STORM STORM PIPE PIPE (427A) (IX18") / 430 430 PORTION OF STORM LOAD ARCH7::j P PE (503B) JJJ (SEE DETAIL) I _� 425 4-3 _y 425 6 5 2.1T OF 79.41' OF 147.18' OF 5-4 8" SDR-35 PVC8" SDR-35 PVC 1A-1 8" SDR-35 PVC 60.19' OF @ 0.50% @ 0.50°k 35.08' OF @ 1.50% 8" SDR-35 PVC 8" SDR-35 PVC @ 2.00% @ 0.50% 420 420 2-1 D 1 B-lA STORM 6.00' OF 30.93' OF PIPE 405 ( ) 8" S R-35 PVC 8" SDR-35 FVC @ 0.50% @ 0.50% 415 415 C-1B 113-1C1 10.99, OF 7.46' OF' 8" SDR-35 SDR-35 PVC 78" @ 0.50% @ 0.50 410 410 12+00 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 GOLF CLUB SANITARY - SSWR 8 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 11+00 12+00 13+00 SSWR 6 - 1 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 14+00 15+00 15+50 � C O O CRAIG W I. KOTARSKI Lic. No. 0402M507 M E 0 N OV N N c E w E � ; 3 o U. 0 w O o 0_ W t M < U 00 W J -ui a>oN (7 W N z (w �o O x 0 R w (n = N H U Q - c Ln ON y N M a-T Lu OJ -1 H H Z O a U U) w z z 0 z o 0 z O o m m W W (n C4 w w w 0 0 0 zt i g � a ng. a ti L CZ o o: O cz o z z z f N N O W O O O N Q C) m ko c M ^ DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' V) W W /O I^.L H� `W 1 (H� V / a z_ 0 z > Lu J 1--1 r^ 0 LL 0 0 z Lu W O J a Q W 1 m E� J Q J \2 i U V W JOB N0. 40Z41 SHEET N0 C7.01 0 c 0 a ai N c� c a) > a) 0 m N 0 I? C o. c m o 0 N 0 a 0 c y 0 c m r m n C `0 T 0 Val (a � O o w CD CL a)z °O a� 0 c E w c c o la N � C c cr °? (7 3 z U) y O m 2 n 2 x P: o or i' 5 0 o. w 0 .N o. rn >:2 0 A aa)) o a) a) N C O .y.. U O V :3 C U a) 0 � c 0 c y o U c O C U -° O L F E L a 0 �I a ~\ S 0 CS o� v PRIMARY PROPERTY ENTRANCE 1 I SECONDARY PROPERTY ENTRANCE 1Z / b 0 L1.10 v \ ° 0// EXISTING TREE TO REMAIN, TYP. 0 0 0 N SERVICE ENTRANCE 0-- C (D / o A i / CI Q LAUNDRY DROP OFF o� Ll JO 04 - _ 0 \ LAUNDRY AND MAINTENANCE FACILITY o CLI .p V) P) o \Q U c N \ Q 1 � RAL ENERGY NT ` SERVICE DOCK AND COURT GOLF CLUB DROPOFF s O Hs L120 11.21 ,\ o GOLF CLUB TERRACE ;\ GOLF CLUB _ GOLF CLUB COURTYARD , o z • s o a. L1.30 L1.31�,\ RESTAURANT REAR TERRACE RESTAURANT �a •ice RESTAURANT COURTYARD 1 (J RESTAURANT DROP OFF G< - P(-)(-)l SHAf)F STRIICTIIRF ° LL-4- ° I a KESWICK HALL OVAL ENTRY STAIR 6 GREAT LAWN r PROMENADE NORTH COURTYARD HALL DROPOFF SOUTH HALL TERRACE - \ li SOUTH COURTYARD 6° SOUTH STAIR VAL EVEN L N SOUTH EVENT PLAZA 0 ,, L1 .51 1 ° n oe / HALL SERVICE DOCK AND ACCESS ROAD �• A ° - NEW GUEST V' ° SWING ,✓ __ L1.60 NEW GUEST WING DROP OFF AND ENTRY 0 ° ° NEW GUEST WINGENTRYDROP OFF AND r, - - \\ 0 0 \ -900 0 0\ 0 0 25' 50' 100, N NELSON B Y R D WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 soecialtvpoolwdfowtaimcom Irrigation Research & Design Richmond, Virginia (804)217-7267 www. irrigationresearch. com NO. Date Issues/Revisions 9 03.20.20 AS[-L9 STAMP KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NCI KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE LANDSCAPE KEY PLAN DATE: MAR 20, 2020 SCALE: 1" = 50'-0" DRAWING NUMBER Ll .00 z NELSON B Y R D W O LTZ LANDSCAPE ARCH I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & FOU_ NTAI� 7377 Washington Blvd Suite 105 Bl ridge, MD 21075 T (301) 495-9666 suecialtv000landfountain.com Irrigation Research & Design Richmond, Virginia (804)217-7267 w rigafionresearch.com NO. Date Issues/Revisions 31 09.30.20 ASI-1-31 STAMP OF Lic. No. C1i1910 06.19 ,s,�9rr Inc J< PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE MATERIALS SCHEDULE DATE: SEPTEMBER 30, 2020 SCALE: AS SHOWN DRAWING NUMBER Ll 001 III FURNITURE / SITE ELEMENTS SYMBOL TYPE FINISH/PATTERN DETAIL NOTES LOCATION MOCKUP SAMPLE QTY Fj WOOD BENCH REFER TO ARCHITECTURAL VARIES; SEE PLANS REFER TO ARCH. FF&E FF&E CUSTOM STONE SITE BENCH HONED AT MAIN HALL DROPOFF / ENTRANCE YES REFER TO F2 ARCH. FF&E LITTER RECEPTACLE REFER TO REFER TO ARCHITECTURAL FF&E AT DINING TERRACE IN FRONT OF REFER TO F3 ARCHITECTURAL HALL AND CLUB ENTRANCES FROM ARCH. FF&E FRONT AND BACK COURTYARDS FF&E MOVEABLE PLANTER STEEL WITH PATINA 1/L5.75 48"x48"x48'"JACKIE' BOX PLANTER FROM THE BRANCH ON CLUB COURTYARD AND LOWER YES 12 F4 STUDIO MOUNTED ON CONCEALED LOCKABLE TERRACE OF MAIN HALL CASTERS WITH CUSTOM STEEL DOLLY FRAME LANDSCAPE FORMS HAWTHORNE POWDERCOATED 4/1-5.70 3000K LIGHT IN FRONT OF MAIN HALL ENTRANCE YES 4 F5 PATH LIGHT / BOLLARD ALUMINUM 'BRONZE' RECTANGULAR CONCRETE FIREPIT REINFORCED 5/L5.70 REAL FLAME RECTANGLE FIRE TABLE - GLACIER GRAY AT CLUB COURTYARD, POOL 2 F6 CONCRETE FROM WOODLAND DIRECT TERRACE MATTE GREY ROUND CONCRETE FIREPIT REINFORCED 6/L5.70 CONTEMPO ROUND GAS FIRE PIT TABLE FROM AT GOLF CLUB TERRACE 1 F7 CONCRETE WOODLAND DIRECT 'SMOKE' GREY TUUCI UMBRELLA WALL MOUNT 1.5" S.S. WITH GROUNDING LUG (MOUNT TO BOTTOM OF POOL TERRACE RAISED PLANTER F8 POLEPLANTER AND PROVIDE WALL PLATE TO MOUNT TO INSIDE OF PLANTER WALL) TUUCI UMBRELLA FLUSH MOUNT S.S. WITH GROUNDING LUG POOL TERRACE, IN PAVING 10 F9 IN -GROUND 1.5" POLE TIMBER BOARDWALK IPE 1/S4.30 IPE BOARDWALK, SEE STRUCTURAL DRAWINGS CARPARK 1 F10 TIMBER LIGHT POLE FOR FESTOON WESTERN RED 2/7.80 TIMBER POLE FOR ATTACHING CATENARY OR GOLF CLUB COURTYARD, FRONT SEE LIGHTING CEDAR FESTOON LIGHTS - CAN ALSO BE MOUNTED TO A PROMENADE, RESTAURANT PLANS WALL AS IN 4/1-7.80 COURTYARD TIMBER LIGHT POLE IN PARKING LOT WESTERN RED 1/7.80 TIMBER POLE FOR ATTACHING DOWNLIGHTS PER THE PARKING LOT SEE F 1 CEDAR LIGHTING SPECS AND PLAN - SEE LIGHTING PLANS DRAWINGS TIMBER PATH BOLLARD LIGHT WESTERN RED 3/7.80 TIMBER POST FOR ATTACHING WALL LIGHTS PER THE ALONG PATHS SITE WIDE SEE 13 CEDAR LIGHTING SPECS AND PLAN - SEE LIGHTING PLANS DRAWINGS Q CV O O C O N n O i N O U O T O W i W U O N O C0 J N Q CV O J 0 N N L 0 ^ OL d) .Ui .N O O FD CV C a N C_ EL i 0 i } N 0 CV)I O i r) Q U i c 0 NIT o_ U 0 0 CL CL NI O 1-1 10 O 00 NELSON B Y R D W O LTZ LANDSCAPE ARCH I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Bl ridge, MD 21075 T (301) 495-9666 sDecialtv000landfountain com Irrigation Research & Design Richmond, Virginia (604)217-7267 w m9aaonresearch.com NO. Date Issues/Revisions 13 04.07.20 ASI-L13 STAMP Lic.N0.Ck&1g10 f, 11.06.19 A, PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE MATERIALS SCHEDULE DATE: APR 07, 2020 SCALE: AS SHOWN DRAWING NUMBER Ll 002 III LEGEND \ `a �x ` PROTECTED EXISTING x + ` UO TREE TO REMAIN x x� �� + x PROTECTED EXISTING LARGE OAK TO REMAIN ♦♦ ♦ / // NOTE: ♦ � it ,� � � � \ 1. SEE MATERIALS SCHEDULE, SHEET O 2. REFER TO CIVIL DRAWINGS FOR SIGNPOSTS&ROAD MARKINGS \ / / E Q V •4 i:! i 3 c 70 o_ N C� C- L 0 Z 0) C Nz L 0 T� V O T V 0 W O J 70 a) L I 0 n / O 0 O/ CV C 0 tL M OF o_ I 0 C- V) c� 0 0 0 Q U c- .N 0 CV O 10 O 00 Y Z m.� NELSON BYRD. WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 Specfaltvpoolandfountafn com Irrigation Research & Design Richmond, Virginia (804)217-7267 ,~ imgat=msearch.com NO. Date Issues/Revisions 9 03.20.20 ASI-1-9 STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE ENTRY ROAD & PARKING NORTH PLAN DATE: MAR 20, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L 1 0 10 E 0 RQ� 9 0 LEGEND ' UPROTECTED EXISTING ��o TREE TO REMAIN PROTECTED EXISTING LARGE OAK TO REMAIN NOTE: 1. SEE MATERIALS SCHEDULE, SHEET L1.01 2. REFER TO CIVIL DRAWINGS FOR SIGN POSTS & ROAD MARKINGS O N O N 0 U O U G� 0) 0 CL 0 7 0 to 0 C Nz IL 0 0 0 U i i 4f 0 I*] C w • u Ll .10 ENTRY ROAD AND PARKING O O NORTH PLAN F) 2 OVAL EVENT LAWN Ge O��GF41 EXISTING WALL TO REMAIN REFER TO ARCHITECT DRAWINGS FOR LOADING DOCK STEPS / RAMPS I O J a-7 DROP O ,l / KESWICK HALL 1 a o „ SEE 11.12 FOR OVAL OVERLOOK ENLARGEMENT 465 o J J , + - 6®Ij 448 w J —_447Qj Z 1 Sq —4 o� � e 0 1 0 10' 20' 40' N 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 SPECIALTY POOL & fOU_ NTAI� 7377 Washington Blvd Suite 105 Elkddge, MD 21075 T (301) 495-9666 specialtypoolandfountain cam Irrigation Research & Design Richmond, Virginia (604)217-7267 w irtigafionreaearch.com NO. Date Issues/Revisions 1 2.05.20 ASI-1-7 STAMP Lic. '16s, 1106.19 PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE ENTRY ROAD & PARKING SOUTH PLAN DATE: FEB 5, 2020 SCALE: 1" = 20'-0'' DRAWING NUMBER L 1 0 11 NOTE: 1. SEE MATERIALS SCHEDULE, SHEET L1.01 Q O C14 O N O N O } U O >T 0 (D C N 0) O O N O O O J N Q CV J 0 N N L 0 ^ OL d) .Ui .N O O FD CV C (3 EL N C- CL i 0 i } N 0 CV)i O i r) Q U i 0) I,- ( NIT 0 o_ } U 0 0 CL CL NI O 1-1 10 O 00 0 2' 4' 8' NELSON B Y R D W O LTZ LANDSCAPE ARCH I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & fOU_ NTAI� 7377 Washington Blvd Suite 105 Bl ridge, MD 21075 T (301) 495-9666 succialtv000landfountain com Irrigation Research & Design Richmond, Virginia (604)217-7267 w m9aaonresearch.com NO. Date Issues/Revisions 1 2.05.20 ASI-1-7 STAMP 11.06.19�� PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE OVAL LAWN STAIR ENLARGEMENT DATE: FEB 5, 2020 SCALE: 1/4"= 1'-0" DRAWING NUMBER L 1 0 12 III KESWICK HALL CATALOG NUMBER LOGIC 1 o-vs LED cZ2 e Zp -Example: - CD-VB- LED -. e23 SAP vidtenal Blank Aem riom: B 8kasf CD VS - Care Drill- VerticaFOHck Star'" s<eL;rco LED LED Typp ---- - e22 - 8WLED.'3N e23 8WLE0,4K e24 8'wLEDlead e26 StyLED/Blue e25 - 8WLE0C6reeh e27 - BWCEWAmber Finish -- � -- - -.- Animinvm Amish Brass Faceplate, Powdx, Coal Cum, $arm Witold. -�M3Chni.cl MAC BZP 132111 -P.Whed ] Pot -'I I — - Mnipu, Mrr fit k BLP BLw whit. rGidv) WHP WHW Aluminam SAP Verde — VEH foovaJ b. Psrerum imulres ti r ubmlral SUB I439-00 LM79 DATA Input Watts BK No. CCT(Typ.I fryp.) CRI Pp2 3100K 84 - ---1 E(r Ninnel (,`Junin) r.9 B—K LIGHTING L70 DATA Minimum Rated Llfe lab of Initial fumerPA, 50co0 - 50,000 50,000 50.000 _. 50 000 _ 50 000 „ MOUNTING HEIGHT: 3-0" REFER TO DETAIL 2—L2.30 TIMBER PATH BOLLARD — 11' CF5-T-A-GF-V-N-D-INC-E Large Pima (CF5) Specification Sheet Name: KESWICK HALL Location: o� uG �v x— _ MFG: Philips Hadco Type: L4 Catalog No.: Oty: FINISH TO BE DETERMINED. Ordering Guide Example: CF5 T A GF 2 N D 150S E $ 8 s - _ jIBLYY ®iiYi�flWYfiYIB�i irfiliiY 3' I W (76mm) (4iieii}3 i a 2 1/4"Dia. d 4a 4 e ��j;(Cpn(qure sepomraryi' Remote eptfons: si�P Sens= PM1!flM^ F—StI 111 —^ulllllllllppf—) � a SPECIFICATIONS GreenSource Initiative- Lens Metal and packaging components are made From recycled Shock resistant, tempered, glass lens is factory adher n _ materials. Manufactured using renewable solar energy, faceplate and provides hermetically sealed apt raduced ansite. Returnable to manufacturer at end of tire Vcompartment,t i ;;Suersumcmdle-lo-cradlehan_dling, Packagm9tontaimno l khlotoRuorocarbons (GEC's). Use of this product may B((Sit" }jkg qualify for GreenSource efficacy and recycling rebatefsl. Integrated solid state system wrth'e iechrroi0gyts - Consult wwW.bklightinq[om/greensourcetor program for field upgrade Modular desgn with. requirements disconnects permit fink maintenance. r 'i _ forward throw source cdmpliei with ANSI C7 _._ 1 Materials _ e requbemerns. Exceeds ENERGY STAR` lumen Furnished in Copper -Free Aluminum (Type 3501 or brass requirements ' {Type 3601. 10,00 certified, Integral e _ e Core Doll -1 rei"mingdriver hour rated life atg oflrmal Lif enr Allows for mounting into. existing structures that will not teChn life, tecnneiogylxowdes bnglife, s gni(icaus enegy easily accept astandard box 2-1/2" din. hole -required For and exceptional thermal management. slip lit. Optics and Cutoff Body inedware fromsolidwir b0et provides intey Rectilinear desro provides wide lateral distr+ long forward hcal 9 for moon' '+ endoxed,mac al Fee en Insect, waterp'nof wueway and integral Feat sink to• nd ik o! well below ryptkai usual glare angles. ,. al star, angles maximum component life High temperature. silicone '0' - Ring p,wldes water -right seal. Provided wish hard -soak Transformer (Type III, bUcn anodize finish for maximum corroson for use with 12VAC IlgnS>(,r remotetran - resistance Weather light cable cpnseciw wifh 59;08Ga 2 wire low voitaoe cable Wiring Terser` coated,'SAWG 600V 250' C sabotamd cemRPdai Faceplate UL 1659 standard Cast construction oath mach,,ed finish Countersuhkini es proudefor Bush herdwaremodeting(by others) Hardware Tampe-resnnnt stainless steel fxture. harms Mounting hardware by others MK LIGHTING 40429 Brickyard Drive Mace a, CA 837r 564.43B.6B00 FAxS5943B5 i—> luu,non, e. R �l lop 1 Product Code CF5 Large Pima Mounting T Top Arm Finish A Black B White H Bronze ay i 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 HPS 60PM/HIR/WFL/ 250S 25OW W HPS .2 150H 150W PMH 1050 INITIAL LUMV 250H 250W PMH Voltage E 120V F 208V G 240V H 27TV K 347V '1 Vertical lamp M. Medium base (D) only with Flat Glass. Glass sag lens used with Vertical Mogul base (G) lamping. `2 Available with Mogul base (G) socket only. HOUSING: 413F, Low -Copper cast aluminum. 0.090" thick spun aluminum. Easy access to lamp. Two (2) stainless steel %-turn fasteners secure the lens frame. A weatherproof ballast assembly Isolates the ballast from water and heat for longer life. All non-ferrous fasteners prevent corrosion and ensure longer life. FINISH: Thermoset polyester powderwat is electrostatically applied after a five -stage conversion cleaning process and bonded by heat fusion thermosetting. Laboratory tested for superior weatherability and fade resistance in accordance with ASTM B-117-64 and ANSUASTM G53-77 specifications. For larger projects where a custom color is required, contact the factory for more information. 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 Reector with horizontal lamp mounting. Reflector is rotatable in 90' increments. Clear tempered flat glass lens. 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. 41v rated medium base porcelain socket. Nickel -plated screw shell with center contact. 4kv rated mogul base porcelain socket. Nickel -plated screw shell with center Contact. BALLAST: All HID ballasts are core and coil and regulated with power factors better than 90% (HPF). Ballast provides +/- 5% lamp power regulation with +/- 10% input voltage regulation. Ballasts are factory pre -wired and tested. Metal halide ballasts are Capable of starting at -20° F or JO° C and HPS at 407 or -40°C. NOTE: Ali ballasts are EISA / Title 20 / Title 24 compliant where applicable. MOUNTING: Top Arts Mount (T). Arm sold separately. Mounting adapter welded to future housing. CERTIFICATIONS: ISO 9001:2000 Registered Page 1 of 2 O�N�W�piJNote: Hadco reserves the fight to modify the above details to reflect changes in the cost of materials and/or production and/or design without prior notice. r .100 Craftway Litilestown, PA 17340 tel(717) 359-7131 fax (717) 359-9289 www.hadcacom Copyright 2008 Philips MOUNTING HEIGHT: 17-0" REFER TO DETAIL 1—L2.30 3 HADCO PIMA ON CUSTOM TIMBER POST - LIGHT 'L4' L2.03 SCALE: NTS ro 1P alurolr*alljghtna�W Lifeet*wL6g-hrL ig,Sol+ntLo(,tuaravtteg& Natural Finish ORDERING GUIDE: LPL1 L (LED) PL (Pathlight) 1(Series) LPLI Centinela Type: L-1 Cat, #: LPL] T/R9-BLP LPL-1 "Centinela" The Centinela is a stylish, low energy LED path light. Its contemporary design and slim profile allow it to blend seamlessly into the surrounding landscape. The Centinela is built with a state 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 (light emitting diode) LED Life (L70): 50,000 hours average Input Voltage: 5 to 15 V. AC or DC Current Raring: 700ma (0.70 Amps) Watts: 2.5 W Color Temperature: 2900 CCT (K) Typical 12 VOLT REMOTE TRANSFORMER REQUIRED Mount Options Finish ��C�////��'{{{{���������//// T/R 9 BLP CVes [1/21 1/2" MALE THREAD [NATI NATURAL [G/S] GROUND STAKE *INCLUDED [BLIP] BRONZE LIVING PATINA [T/R] TRIDENT SPIKE 6" 9" OR 12" [P/S] POWER STAKE 120V.-12V. s-. (Ili { I j P/S T/R "G/S 1/2" JIJL09 Ina..ti gproductimpmvammtpmgmsq Aumralightreaervea Werightm modifyproduct Vp caaomwitLomnoa5c m. Copyright200'l Amomlight Inc. 2 AURORALIGHT 'CENTINELLA' PATH LIGHT —12' L2.03 SCALE: NTS 19 49 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 4 08.21.20 PROGRESS CD 5 10.02.20 FROG. CD 70% 6 10.23.20 FROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE SITE LIGHTING DETAILS DATE: OCTOBER 23, 2020 SCALE: AS SHOWN III DRAWING NUMBER L2001 1" 6x6 COPPER DRIP CAP 6x6 WESTERN RED CEDAR POST PAINTED MATTE BLACK 2' CONDUIT PAINTED TO MATCH POST 4" OUTDOOR JUNCTION BOX PAINTED TO MATCH POST 4x6 ROUGH SAWN WESTERN RED CEDAR POST PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) 120V (150W MH) HADCO'PIMA CF5' WITH BRONZE FINISH, SEE LIGHTING PLANS 2'-31 CONNECTION REFER TO STRUCTURAL DETAIL 4, S1.0 '4x4 ROUGH SAWN WESTERN RED CEDAR BRACE PAINTED TO MATCH BUILDING WINDOW TRIM (BRONZE) C)CONCEAL CONDUIT IN BACK OF POST N ROUTE CHANNEL AND COVER WITH CEDAR TO MATCH POST CONCRETE FOOTING REFER TO STRUCTURAL DETAIL 4, S1.0 PARKING LOT LIGHT 'L-4' DETAIL SCALE: 1/2"= 1'-U E a LO CM N 6 N 0 N f7 N L Q) 0 U O 0 UL L�L{� VI H t Q) r) 0) } J 0 CM N i a Q U i C) 0 i } N 0 _c Vi m 0 i 0 Q U i 0 0 a } U 0 0 L CL NI 0 10 0 00 V) ELEVATION SECTION TIMBER PATH BOLLARD LIGHT'L-l' DETAIL SC'AI P 1"= l'-n" 511, 4X6 WESTERN RED CEDAR POST 2 PAINTED WITH BM2132-10'BLACK' -104 IN MATTE FINISH B-K LIGHTING'CORE DRILL VERTICAL BRICK STAR' IN BLACK NEFINISH ^N "DEEP WIRE CHASE ROUTED INTO POST 2' x 2" x 38" WIRE CHASE COVER. WESTERN RED CEDAR, PAINTED I TO MATCH AND AFFIXED `") WITH SS FASTENERS LOW VOLTAGE DIRECT BURIAL WIRE TO TRANSFORMER (LOCATION TBD) PLASEE PLANS FOR NAD ACEENTTING SOIL (MATERIALS) aJr SEE STRUCTURAL 1= 51.0 DRAWINGS FOR FOOTING DETAIL 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 4 08.21.20 PROGRESS CD 5 10.02.20 PROG. CD 70% 6 10.23.20 PROG. CD STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA KESWICK HALL SPA PROJECT NO.: KSH 1806 DRAWN BY: CP, BO, CN CHECKED BY: EG DRAWING TITLE LIGHTING DETAILS DATE: OCTOBER 02, 2020 SCALE: AS SHOWN DRAWING NUMBER L2030 NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81 a 0 \s\);`'AOA�) � K l I i M0 ` 1 7 h(�1� afro a Q.\ v ,( 0 CD 04 CD 7 \ O '` I Ill ) 0 01 �I 0 a 0 0 7C)� ) ° a \ I ' 1 40, EXTENTS OF AREA TO BE SEEDED HAVE NOT / - _"ti ` CHANGED, ONLY SPECIES COMPOSITION, REFER TO "s"e\ L6.01 FOR COVER CROP MIX 2 - 0 e —\ ° L LAVA EDG r f 0 1 0 -6.12 L6.10 ° 4 / ccl) )i L(L': ° 4 ° ' n` ° \a STEE LAW ED e � _ I ° L6.50 L6.52 p �J 6 m a \ \ L6.1 1 L6.13 MEADOW MIX HAS BEEN SIMPLIFIED FROM THREE o ♦ MIXES TO ONE MIX FOR ENTIRETY OF MEADOW; ♦ EXTENTS OF MEADOW HAVE NOT CHANGED, ONLY ° to SPECIES COMPOSITION, REFER TO L6.01 FOR 0 ° ST EL LAWN DGE ° \ 0� — \ i EXTENTS OF AREA TO BE SEEDED HAVE NOT r-', - \ N CHANGED, ONLY SPECIES COMPOSITION, REFER TO ° Q \ ' L6.01 FOR COVER CROP MIX 2 O /. d CD J \ \ I IE 70 a) ba \ \ L6.60 L6.62 Q 1 � STEEL LA ED E CD \ ° O 1 1 .70 1171 a �\ 0 V) _ \ CLFD I \ \ N \ Ot9\ Y 0 o U � \ c- oCD _ CL CL \ \ O NI O 10 O 00 V) Y MEADOW MIX �� II STE L L WN GE ) 1 L6.51 l ° — I L1.61 L1 .63 T� FPIR�PY °a1J /\ 0 25' 50' 100' N NELSON BYRD. WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL �& FOUNTAIN� 7377 Washington Blvd Elkridge, MD 21075 T (301) 495-9666 SpecfalNpoolandfountafn com Irrigation Research & Design Richmond, Virginia (804)217-7267 ,~ imgat=msearch.com NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP �`r or,..." OF n 11'OLTZ �•17is 11.06.19 PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE PLANTING KEY PLAN DATE: AUGUST 7, 2020 SCALE: 1'' = 50'-0" L6000 Z Planting Schedule Planting Schedule Cont'd I' CL v v v 0 (V O (V r_ 0 N Q O U O O N c N 3 0) 3 Q O U N D N U !r O CL 0 �o J N N cI O Q N N ^I 0 0 0 (V 1-1 O CL N N CL o_ I 0 / N N N NI 0 O r) Q U / c 0 lq-I 0 N O CL o_ U N O CL o_ 04 O / 10 _0 00 Y / Quantity Units Scientific Name Common Name Size Spacing Notes 43 pcs LARGE CALIPER TREE 12 Fog usgrandifolia American Beech 6" cal. B&B as shown 3 Quercus olba White Oak 6" cal. B&B as shown 6 Quercus coccinea Scarlet Oak 6" cal. B&B as shown install with tree anchors, see detail 6/16.80 6 Quercus falcato Southern Red Oak 6" cal. B&B as shown 8 Quercus polustris Pin Oak 6" cal. B&B as shown 4 Quercus phellos Willow Oak 3" cal. B&B as shown 4 Quercus stellato Post Oak 6" cal. B&B as shown 57 pcs MEDIUM CALIPER TREE 18 Acer rubrum 'October Glory' 'October Glory' Red Maple 4" cal. B&B as shown install w/ tree anchors in decomposed granite, see detail 6/16.80 3 Corya glabra Pignut Hickory 4" cal. B&B as shown male only 15 Carya ovato Shagbark Hickory 4" cal. B&B as shown male only 1 Cladrostis ken tuckea Yellowwood 4" cal. B&B as shown 3 Magnolia grandifloro Southern Magnolia 4" cal. B&B as shown 6 Magnolia virginiana Sweet Bay Magnolia 12' ht, multi stem as shown 4 Magnolia virginiana 'Moon Glow' 'Moon Glow' Sweet Bay Magnolia 12' ht, multi stem as shown install with tree anchors, see detail 6/1-6.80 7 Oxydendrum arboreum Sourwood 4" cal. B&B as shown 197 pcs SMALLCAUPERTREE 9 Three tiered apple espalier Espalieried Apple Three tiered (size TBD) as shown install using wire trellis system, see detail 9/1-6.80 11 Acerleucoderme Chalk Maple 2" cal. B&B as shown 1 Acerrubrum 'Bowholl' Bowhall Red Maple 2" cal. B&B as shown 12 Amelanchierarborea Autumn Brilliance' 'Autumn Brilliance' Serviceberry 12' ht, multi stem as shown 10 Asimina triloba Paw Paw 2" cal. B&B as shown 12 Betula nigra'Cully' Heritage River Birch 6-8' ht, multi stem as shown 7 Carpinus caroliniona Musclewood 2" cal. B&B as shown 2 Cercis can adensis Eastern Redbud 2" cal. B&B as shown 10 Cercis can adensis Eastern Redbud 12' ht, multi stem as shown 2 Cercis canadensis var. texensis 'Oklahoma' Oklahoma Eastern Redbud 8-10' ht as shown 3 Cornus aiternifolia Pagoda Dogwood 2" cal. B&B as shown 1 Cornus controversa Giant Dogwood 2" cal. B&B as shown 12 Cornus fiorlda'Appalachian Snow' Appalachian Snow Flowering Dogwood 2" cal. B&B as shown 3 Diospyros virginiana American Persimmon 2" cal. B&B as shown 3 Ilex opoca American Holly 2" cal. B&B as shown 59 Juniperus virginiana Eastern Red Cedar 2" cal. B&B as shown 46 Magnolia grandiflora 'Little Gem' Little Gem Southern Magnolia 8'-10'ht as shown 2 Magnolia stellota 'Royal Star' Royal Star Magnolia 8'-10'ht, multi stem as shown 1 Magnolia x soulangeano Jane' Jane Saucer Magnolia 10'-12' ht as shown 8 Styraxjaponicus Japanese Snowbell 6'-8' ht, multi stem as shown 2 Thuja occidentalis Arborvitae 8'-10' ht. as shown Note: Unless noted otherwise, all trees to be staked, reference detail5/L6.80 1979 pcs SHRUBS 44 Aesculus parvifolla Bottlebrush Buckeye 10 gal. as shown 2 Aronioarbutifolia'Briiliantissima' Brilliant Red Chokeberry 10 gal. as shown 16 Aroniamelanocarpa'Autumn Magic' Autumn Magic Black Chokeberry 10 gal. as shown 0 Buxusspp. American Boxwood 3gal as shown 15 Buxusspp. American Boxwood 5gal. as shown 0 Buxusspp. American Boxwood 10 gal. as shown 11 Callicarpa 'Purple Pearls' Purple Pearls Beautyberry 10 gal. as shown 103 Carpinus betulus Common Hornbeam 4' ht. as shown 347 Carpinus betulus Common Hornbeam 5' ht. as shown 68 Ceonothusomericanus New Jersey Tea 2'-3'ht. as shown 56 Cornus stolonifera 'Arctic Fire' 'Arctic Fire' Red Twig Dogwood 15 gal. as shown 14 Deutzia gracilis Deutzia 3 gal. as shown 173 Fothergilla garden!! Dwarf Fothergilla 2'-3' ht. as shown 79 Fothergilla 'Mt Airy' 'Mt Airy' Fothergilla 3'-4 ht. as shown 3 Hamomelis virginiana Witch Hazel 15 gal. as shown 241 Hydrangea paniculata Jane' Little Lime Hydrangea 10 gal. as shown 50 Hydrangea quercifolia Oakleaf Hydrangea 15 gal. as shown 14 Hydrangea quercifolia 'Pee Wee' 'Pee Wee' Oakleaf Hydrangea 10 gal. as shown 115 as shown Ilex verticillata 'Nona` Dwarf Winterberry 5 gal. sub.(1)'Jim Dandy' for every (5) 'Nana' 5 as shown Ilex verticillata 'Winter Red' Winterberry 15 gal. sub. (1)'Southern Gentlemen' far every (5)'Winter Red' 117 Iteo virginica'Henry is Garnet' 'Henry's Garnet' Virginia Sweetspire 10 gal. as shown 12 Iteo virginica 'Little Henry' Dwarf Virginia Sweetspire 5gal. as shown 10 Lavendulax intermedia 'Nico' Lavender 3 gal. as shown 35 Undera benzoin Spicebush 15 gal. as shown 17 Rosmarinus officinalis Rosemary 3 gal. as shown 111 Rhododenron sap. Rhododendron 10 gal. as shown exact species /cultivarsTBD 188 Viburn urn acerifolium Mapleleaf Viburnum 5gal. as shown 3 Viburnum nudum 'Brandywine' Brandywine Viburnum 4-5' ht. as shown 6 Viburnum nudum'Bulk' Brandywine Viburnum 15 gal. as shown 24 Viburnum plicatumtomentosum'Moriesii' Doublefile Viburnum 15 gal. as shown 36 Viburnum xprogense Prague Viburnum 15 gal. as shown 64 Viburn urn rhytidophyllum Leatherleaf Viburnum 7gal. as shown 16264 pcs HERBACEOUS 45 Achillea millefolium Yarrow 1 gal. 12" o.c. 3 Actaeo racemosa Black Cohosh 1 gal. 24" o.c. 8 Agastachefoeniculum Anise Hyssop 1 gal. 18" o.c. 85 Agastache 'Black Adder' Giant Hyssop 1 gal. 18" o.c. 30 Alfium cernuum Nodding Onion 1 cit. 12" o.c. 25 Allium 'Mt. Everest' Mt. Everest Onion bulb as shown 60 Allium 'Purple Sensation' Purple Sensation Onion bulb as shown 40 Alllumschubertii Tumbleweed Onion bulb as shown 23 Alllum 'Summer Beauty' Summer Beauty Onion 1 gal. 18" o.c. 30 Anethum graveolens Dill 1 cit. 12" o.c. 4 Anthruscus cerefolium Cervi I 1 cit. 12" o.c. 656 Amsonia hubrichtli Arkansas Bluestar 1 gal. 24" o.c. 145 Amsonia 'Blue Ice' Dwarf Bluestar 1 gal. 18" o.c. 120 Aquilegia canadensis Wild Columbine 1 gal. 12" o.c. 6 Aristolochia macrophylla Dutchman's Pipe Vine 1 gal. as shown install using wire trellis system, see detail 9/1-6.80 8 Aruncus dioicus Goatsbeard 5 gal. 48" o.c. 5 Aruncus 'Hortio' Dwarf Goatsbeard 1 gal. 18" o.c. 10 Asorumconadense Canadian Wild Ginger 1cit. 12" o.c. 345 Aster novae-anglicie'Purple Dome' New England Aster 1 gal. 18" o.c. 48 Athyrium filix femina Lady Fern 1 gal. 12" o.c. 81 Baptisia australis'Purple Smoke' 'Purple Smoke'False Indigo 1gal. 24" o.c. 1195 Bouteloua gracilis'BlondeAmbition' Blue Gamma Grass 1 gal. 18" o.c. 261 Carex albicans Whitetinge Sedge 1 gal. 12" o.c. 555 Carex brevoir Plains Oval Sedge 1 gal. 12" o.c. 155 Carex flacca Blue Sedge 1 gal. 12" o.c. 275 Carex muskingumensis Palm Sedge 1 gal. 12" o.c. 420 Chasmanthium latifolium Inland Sea Oats 1 gal. 18" o.c. 8 Coriandrum sativum Coriander 1 cit. 12" o.c. 755 Deschampsia cespitoso 'Goldtau' Goldtau Tufted Hairgrass 1 gal. 18" o.c. 100 Echinacea 'Green Jewel' Green Jewel Coneflower 1 gal. 18" o.c. 663 Echinacea 'Virgin' White Coneflower 1 gal. 12" o.c. 500 Echinacea pallida Pale Purple Coneflower 1 gal. 18" o.c. 313 Echinacea purpurea Purple Coneflower 1 gal. 18" o.c. 20 Epimedium grandiflorum Bishop's Hat 1 gal. 12" o.c. 19 Eupatorium purpureum 'Baby Joe' Joe Pye Weed 1 gal. 18" o.c. 35 Geranium maculatum Wild Geranium 1 gal. 12" o.c. 10 Helleborus spa. Hellebore 1 gal. 18" o.c. 80 Heuchera villerosa 'Autumn Bride' Autumn Bride HairyAlumroot 1 gal. 12" o.c. 370 Liatris spicato 'Kobold' Kobold Dwarf Blazing Star 1 gal. 18" o.c. 9 Liatris spicato `Alba' White Dwarf Blazing Star 1 gal. 18" o.c. 37 Mentha spicato Spearmint 1 cit. 12" o.c. 75 Monarda bradburiana Eastern Beebalm 1 gal. 12" o.c. 100 Narcissus Thalia' Snow White Daffodil bulb as shown 40 Nepeta racemosa 'Walker's Low' Walker's Low Catmint 1 gal 18" o.c. 8 Oclmum basilicum Basil 1 qt. 12" o.c. 1 PLANTING SCHEDULE L6.01 SCALE: NTS 5 Origanum vulgare Oregano 1 cit. 12" o.c. 13 Osmunda cinnamomea Cinnamon Fern lgal. 18" o.c. 755 Panicum virgatum 'Shenandoah' Shenandoah Switchgrass 1 gal. 24" o.c. 3 Passifloraincarnata Purple Passionflower 1gal. as shown 355 Penstemon digitalis Foxglove BeardtongUe lgal. 18" o.c. 165 Penstemon digitalis 'Husker Red' Husker Red Beardtongue lgal, 18" o.c. 2514 Penstemon hirsutus Hairy Beardtongue lgal. 12" o.c. 35 Perovskia otriplicifolia Russian Sage lgal. 24" o.c. 12 Petroselinum crispum Parsley 1 cit. 12" o.c. 14 Phlox paniculata 'Blue Paradise' 'Blue Paradise' Garden Phlox lgal. 18" o.c. 100 Pycnanthemum muticum Short -Toothed Mountain Mint lgal, 18" o.c. 21 Salvia officianalis Sage lgal. 18" o.c. 23 Salvia x sylvestris 'Mainacht' May N ight Sage lgal. 18" o.c. 65 Salviaxsylvestris'Schneehugel' Snow Hill Sage lgal. 12" o.c. 2545 Schizachyrium scoporium 'Standing Ovation' Little Bluestem lgal. 12" o.c. 70 Sedum spectabile'Stardust' Showy Stonecrop lgal. 12" o.c. 555 Sesleria outumnalis Autumn Moor Grass lgal. 12" o.c. 60 Solidago rugosa 'Fireworks' Rough Goldenrod 1 gal. 18" o.c. 1030 Sporobolusheterolepis Prairie Dropseed lgal. 24" o.c. 45 Stachys officinalis 'Hummelo' Hummelo Betony lgal. 18" o.c. 44 Thymus serpyllum Thyme 1 cit. 12" o.c. 35 Veronia lettermannk7ron Butterfly' Iron Butterfly Ironweed lgal. 24" o.c. 20 Veronica 'White Wands' White Wands Speedwell lgal. 18" o.c. 4755 pcs ANNUALS Seasonal species to be determined at owners discretion 4" pot 10" o.c. 0 sf PARKING AREA MIX 34% Athyrium filixfemino vorangustum 'Lady in Red' Lady in Red Fern lgal. 12" o.c. 33% Epimedium spa. Bishop's Hat lgal. 12" o.c. 33% Heuchera villoso 'Autumn Bride' Autumn Bride Hairy Alumroot lgal. 12" o.c. 18400 sf PARKING AREA G ROUNDCOVER MIX 25% Carex appalachica Appalachian Sedge deep plug 12" o.c. 25% Chasmonthium latifolium Inland Sea Oats deep plug 18" o.c. 250A Carexplantaginea Seersucker Sedge deep plug 12" o.c. 25% Deschampsia flexuosa Wavy Hai rgrass deep plug 12" o.c. 150 pcs Mertensia virginica Virginia Bluebells deep plug 18" o.c. planted throughout sedges & grasses in groupings 150 pcs Norcissussp. Daffodil bulb 6" o.c. planted throughout sedges & grasses in large drifts 28226 sf MEADOW MIX 1; 0.67 ACRES (29,9091 SF) @ 40LBS/ACRE = 26.8 LEIS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment cover crop, sub. secale cerale if seeded 25 Avena sativa Oats in fall 2 Agrostis perennans Autumn Bentgrass cool season grass 3 Bouteloua curtipendula Sideoats grama warm season grass 2 Elymus canadensis Canada Wild Rye cool season grass 8 Schizachyrium scoparium Little Bluestem warm season grass 15066 sf MEADOW MIX 2; 0.37 ACRES (16,256 sf) @ 40 LBS/ACRE = 14.8 LEIS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment cover crop, sub. secale cerale if seeded 20 Avena sativa Oats in fall 2 Agrostis perennans Autumn Bentgrass cool season grass 5 Andropogon ternarius Split Bluestem warm season grass 2 Elymus canadensis Canada Wild Rye cool season grass 2 Schizachyrium scoparium Little Bluestein warm season grass 0.2 Achillea millefolium Common Yarrow perennial forb 1.2 Astersagittifolius Arrow -leafed Aster perennial forb 0.8 Baptisia alba White Wild Indigo perennial forb 0.8 Eryngium yuccifollum Rattlesnake Master perennial forb 0.8 Parthenium integrifolium Wild Quinine perennial forb 2 Penstemon digitalis Beardtongue perennial forb 0.2 Pycanthemum tenuifolium Narrowleaf Mountainmint perennial forb 2 Gypsophila elegans Baby's Breath annual forb 6899 sf MEADOW MIX 3; 0.16 ACRES (6,899 sf) @ 20 LBS/ACRE = 6.4 LBS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment cover crop, sub. secale cerale if seeded 15 Aveno sativa Oats in fall 1.5 Agrostis perennans Autumn Bentgrass cool season grass 1.5 Elymus canadensis Canada Wild Rye cool season grass 4 Schizachyrium scoparium Little Bluestem warm season grass 1 Tridens flavus Purpl etop warm season grass 1 Asclepias tuberosa Butterfly Milkweed perennial forb 0.5 Asterlaevis Smooth Blue Aster perennial forb 2 Chamaecrista fasciculata Partridge Pea perennial forb 1 Coreopsis Ian ceolota Lance Leaved Coreopsis perennial forb 2 Echinacea pallida Pale Coneflower perennial forb 1.8 Liatris spicata Blazi ng Star perennial forb 0.8 Monarda fistulosa Wild Bergamot perennial forb 1.5 Penstemon digitalis Beardtongue perennial forb 1 Rudbeckia hirta Black Eyed Susan perennial forb 0.4 Solidago speciosa Showy Goldenrod perennial forb 3 Cosmos blpinnatus Cosmos annual forb 2 Papaverrhoeas Poppy annual forb 57940 sf LAWN Seed Lbs/Acre Scientific Name Common Name Comment 40 Festuco orundinaceo Tall Fescue 55 Festuco ovina var. duriuscula Hard Fescue 115 Festuco rubra Creep Red Fescue 55 Festucarubra sub. Commutata Chewings Fescue Note: 3790sf of lawn to be reinforced, refer to landscape plans for locations and civil drawings for structural soil detail 6204 sf LAWN Sod Scientific Name Common Name Comment 6204 Zoysia japonica Zoysiagrass Note: Refer to detail4/L6.81 forsoil profile of zoysia event lawn Bioretention Planting Schedule Quantity Units Scientific Name Common Name Size Spacing Notes 5 pcs MEDIUM CALIPER TREE 5 Platonus occidentalis American Sycamore 4" cal. B&B as shown 12 pcs SMALL CALIPER TREE 12 Betula nigra 'ally' Heritage River Birch 6-8' ht, multi stem asshown 4148 pcs SHRUBS 3 Cie th ra a In ifo lia Summersweet 10 gal. asshown 6 Clethroalnifolia'Hummingbird' DwarfSummersweet 3gal. as shown 4148 pcs HERBACEOUS 1495 Carex stricta Tussock Sedge 1 gal. 12" o.c. 400 Chasmonthium latifolium Northern Sea Oats 1 gal. 18" o.c. 265 Dryopteris marginalls Marginal Woodfern lgal. 18" o.c. 794 iris cristata Crested Iris lgal. 12" o.c. 419 Juncus effusus Soft Rush lgal. 18" o.c. 125 Osmundo cinnamomea Cinnamon Fern 1 gal. 18" o.c. 310 Pycnanthemum muticum Short -toothed Mountain Mint lgal. 18" o.c. 340 Zlzia aurea Golden Alexander 1 gal. 18" o.c. NELSON B Y R D WOLTZ LA N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com �7 SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Elkndge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com Irrigation Research & Design Richmond Virginia (804)217-7267 w irngahonresearch.com NO. Date Issues/Revisions 1 12.21.18 100% DID 2 03.29.19 50% CD 3 06.28.19 100% CD STAMP Jwr-- N'OLTz 6.28.19 PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, MF, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: JUNE 28, 2019 SCALE: AS SHOWN DRAWING NUMBER L6*01 Z LEGEND %\ v REISTING MAIN TREE TO �, \ EXISTING LARGE OAK TO REMAIN PROPOSED TREE NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 E Q. 1\ N _ \ O N 0 GV n O (D 0 U ` O — \ C / C } C a o I 2 p (7) JUNIPERUS VIRGINIANA, Z \ 2" CAL. @ 15O.C. 0)--, 1 / (4) THUJA 'GREEN - GIANT', 8'-10' HT., 8'-0" O.C. ' � f 0 O z C / / w O% / to Q 1 J Q) N, i L Q)CD n CD 04 C 0 to C) 0 o_ I N C CL (1) CARYA OVATA, 4" CAL. / (3) C E CIS C N D REN S, MULTI -STEM, 10'-12' HT. (1) QUERCUS PALUSTRIS,6" CAL. (1) FAGUS GRANDIFOLIA, 6" CAL. (1 1) JUNIPERUS VIRGINIANA, 2" CAL., DOUBLE STAGGERED & SPACED 15O.C. BETWEEN EXISTING CEDARS I (2) ILEX OPACA, 2" CAL. (2) CERCIS CANADENSIS, MULTI -STEM, 10'-12' HT. GOLF CLUB N ♦ NELSON B Y R D W O LTZ LANDSCAPE ARCH I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com \ � SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 speclalrypoolandfountain com Irrigation Research & Design Richmond, Virginia (604)217-7267 w inigafionmsearch.corn NO. Date Issues/Revisions 23 07.13.20 ASI-1_23 STAMP 11.06.19�� PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE Entry Rd & Parking N. Tree Planting Plan DATE: JULY 13, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER N O 10 0 0 V -7 / 0 10' 20' 40' L601 0 LEGEND EXISTING TREE TO REMAIN EXISTING LARGE OAK G TO REMAIN C) PROPOSED TREE NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 Q 110 CV O N n O i Q O U T O N C N 3 c O EL c c EL 0 0 } O c L o EL 0 a O Uf c w Ch J L0 Q O O O N c 0 n J. C N O 10 O 00 • (1) ACER LEUCODERME, 2" CAL. i (1) CARYA OVATA, 4'' CAL (3) ACER LEUCODERME, 2'' CAL. (3) CORNUS FLORIDA 'APPALACHIAN SNOW', 2" CAL. 1 1= (2) CARYA OVATA, 4'' CAL. (41) MAGNOLIA GRANDIFLORA'LITTLE GEM', 8'-10' HT. (1) QUERCUS FALCATA, 6'' CAL.�- u NELSON B Y R D W O LTZ LANDSCAPE ARCH I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & fOU_ NTAI� 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 speclalrypoolandfountain com Irrigation Research & Design Richmond, Virginia (604)217-7267 w inigafionmsearch.corn NO. Date Issues/Revisions 3 12.12.19 ASI-1-3 STAMP Lic. \ o. ck&,910 /L 11.06.19 PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE ENTRY ROAD AND PARKING S. TREE PLANTING PLAN DATE: DEC 12, 2019 SCALE: 1" = 20'-0" DRAWING NUMBER Z 0 10' 20' 40' L60 I 1 NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 COVER CROP MIX 1 MEADOW MIX 1 MEADOW MIX 2 MEADOW MIX 3 LAWN MULCH LAWN ♦♦ ♦ 446 145 ♦ 44944844� `0 r'ENTRAL ENERGY 'LANT GOLF CLUB 04 v D y v vy vy , 1 yY >T �j O 4 S CD v 10 Ass y v y y v / 0 10' 20' 40' N 00 y y y yyv �v vy y CIO y y y yy v v v y v y v v v v y v v y y y yy y. Y y y Z y y v y y v y y v NELSON BYRD WOLTZ L A N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwia.com 4001 SPECIALTY POOL & fOU_ NTAI� 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 spwialtypoolandfountain com Irrigation Research & Design Richmond, Virginia (604)217-7267 w ini9afionresearch.com NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP Lic.No.ck&'910 /L 11.06.19 A, PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CID, KT, BO, EM, CW CHECKED BY: EG, CID DRAWING TITLE Entry Rd & Parking N Understory Planting Plan DATE: AUGUST 7, 2020 SCALE: 1" = 20'-0'' DRAWING NUMBER L6*12 a �� y v , , y y y y NORTH UND \ s \ y y NO y y y y y y y i y `-�\ Y �� y \ y y y v y iv v y � y y CY) C`7 yy y yy i y yy y y y y y y � v � � y y _ - _- y � � o000 (275 SF) REINFORCED LAWN FOR ACCESS04 CD y y (3) DEUTZIA GRACILIS 3 GAL N (3) VIBURNUM X PRAGENSE, 15 GAL. - A _ y y (60) ANNUALS, 4" POT @ 10" O.C. y y * - y r'7 �a tS CD� �� I r \� I L v v yy � v 'ry v v � �_ � I/ O i \ \ _- J y y y y y y \ �s y „ y y �� y (3) DEUTZIA GRACILIS, 3 GAL. co y +, v y v y v v t / %vy y i% y y y y p y y y .. y y y y y. y y y _h_ lIl l l y/ y y y O �- y y v y v v y v y ,." -. v ' i= x. v av \ \' v y vy y v c \ /�\ �\ - y y y y y y y y y y y y y y y y yy y y (95) ECHINACEA PURPUREA'PAS702917', 1 GAL. @ y 1 y - m\ 12" O.C. y y y y y y y y y y v y y A'P 24"O y y v y y (15) BAPTIST 'PURPLE SMOKE', 1 GAL @ O.C. a5 y y yy y 1 BAPTISIA 'PURPLE SMOKE', 1 /GAL @ 24" O.C.HALL y •. y y y y y v y y y y y I �O y • - y y v y y y y y y y y y l.O EL �y v v v - v y v y vy C: c- A y v y y y v(2.. ) ILEXv VERTIC..ILLyATvA a 'WINTER RED'GAL. 15 � (3� VIBURNUM X0 yy y o ovovv00v o0 I =+III III + I � o � a \ y y y y = y GENSE P y y y °465 y y y RA , 15 GAL. C: ti�"'.� - it / I\\ -- � v y y y y .v = " y v .v y y y v v y y y v + + + = I +' y y v v " _ v (175) ANNUALS, 4" POT @ 10" �C (46) HYDRANGEA PANICULATA'JANE' 10 GAL . vy y vy y y yv y vvvyv vy r yyy'y" yy yy v yy CL III ++III + �.. I - ((118) HYDRANGEA y y y 4 y p (1) ILEX VERTICILLATA 'WINTER RED', 15 GAL. � � I y P N I U LATA 0 GAL.' y y y, L �� v yy y v v v y Y y -V y (4) DEUTZIA GRACILIS, 3 GAL. ` y y y y Op y y y y - ' I , y - v \ (17) HYDRANGEA PANICULATA'JANE', 10 GAL. � a z v y _ v y 53 � � y v (650) ANNUALS, (4) DEUTZIA GRACILIS, 3 GAL. y y 4" POT @ 10" O.C. y y y y y y y v v (2) ILEX VERTICILLATA'WINTER RED', 15GAL. I v y y y d y Oc i Q _ v v fr I y v � y \ v v v y v v y v / (3) VIBURNUM X PRAGENSE, 15 GAL. y y = - y y y v y N y N v i b �" 1 y y Q ( �`� ; y yy 4 g' , �� o ( �A y v 458 448 y y 451� ) Q y CD \ —� y y y y 450 /. z y IIIAp 0 a N y y 447 - r �5--•. y y y y y y v y y 13 v y v v v � y v v y�y v o yy v � y N y y y v v EXTENTS OF AREA TO BE SEEDED HAVE NOT \ aa5 \ NEW GUEST y� CHANGED, ONLY SPECIES COMPOSITION, REFER TO y WING Ss y y y CR OP CO O 6.0 L1 FOR COVER RP MIX 2 �♦ y v vvv y v y y V v EXISTING HEDGE TO REMAIN y y y o � O co (50) ILEX OPACA 'MARYLAND CD DWARF' , 3 GAL @ 5'-0" O.C. \ y + v \ y o , / r o' y o CD y y y v y N \ /_ y y NI O 1-1 CD 0 10' 20' 40' N z NELSON B Y R D W O LTZ LANDSCAPE ARCH I T E C T S 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com SPECIALTY POOL & fOU_ NTAI� 7377 Washington Blvd Suite 105 Bl ridge, MD 21075 T (301) 495-9666 suecialtv000landfountain.com Irrigation Research & Design Richmond, Virginia (804)217-7267 w rigafionresearch.com NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP VTH OP C . O1 WOLTZ Lic. So. PA)910 11 06.19 sc9rr �0.0 J PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CID DRAWING TITLE Entry Rd & Parking S Understory Planting Plan DATE: AUGUST 7, 2020 SCALE: 1" = 20'-0" DRAWING NUMBER L6013 I' Q LO &i 0 04 O N L D H to Q O CID co J to Q a PERENNIAL AND GROUNDCOVER PLANTING DETAIL ri-AI P- 1 /A" = U-n" 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 AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT PERENNIAL AND GROUNDCOVER PLANTING LAYOUT '%C A I P 1 /9" = 1'-n" MULCH EDGE V-AI P 1"= 1'-n" HARDWOOD CHIPS FROM TREES REMOVED ON SITE INCISED EDGE OF MULCH PATH OR PLANTING BED EXISTING UNCOMPACTED SUBGRADE OR ADJACENT PLANTING SOIL NOTE: LANDSCAPE ARCHITECT TO APPROVE MULCH SAMPLE PRIOR TO CONSTRUCTION 3'' DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE 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 L6.80 SCALE: 1 /2" = 1'-0" 2"x2"x6' MIN. HARDWO( STAKES. USE 2 STAKES F TREE AND SET OUTSI ROOT PACKAI 2"-3" DOUBLE SHREDD HARDWOOD MULC TAPER AT TRUNK. MUD TO WITHIN 2" OF TRUi IN PLANTING ARE) REMOVE ALL WIRE STRING FROM ROOTBF AND ALL BURLAP FRC TOP 2/3 OF ROOTB/ NATIVE BACKFILL S( AMENDED WITH 1; ORGANIC COMPC COMPACT SUBS( TO FORM PEDEST TO PREVENT SETTLIP TREE PLANTING DETAIL SC'AI P 1 /9" = 1'-n" 8 STEEL EDGE AT PLANTING L6.80 SCALE: 1"= 1'-0" 4'X5" STEEL EDGING W/ 16"X15" STL STAKES WELDED @ 18" OC, 8" OVERLAP SEGMENTS ADJ PLANTING SOIL NOTE: SUBMIT SAMPLE OF STEEL EDGING FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CONSTRUCTION SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 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 L6.80 SCALE: 1 /2'' = 1'-0" TREE ANCHOR DETAIL SS SUPPORT BASE A (2) s"-16 UNC MOUNTING SCREW 16"SS WIRE 4"X1"X1"'SS POST 5 °a a ,a 9-4" MIN. s MINIMUM EMBEDMENT OF 4", EPDXY ANCHOR FACE OF CONCRETE / STONE WALL SECTION 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 16"SS WIRE 4"X1"X14'SS POST W/ HARDWARE NOTE: 1) PRODUCTS REFERENCED ARE FROM HAYN GREEN TRELLIS SYSTEM 2) FOR STUCCO WALLS, ADD ADDITIONAL 1"TO SCREW LENGTH 3) FOR LONGER SPANS, TRELLIS CROSS CLAMPS MAY BE NECESSARY 4) CONTRACTOR TO PRODUCE SHOW DRAWINGS OF TRELLIS LAYOUT FOR REVIEW PRIOR TO INSTALLATION WIRE TRELLIS C AI P 1"= 1'-n" REE PLANTING tN TREE ANCHORING ARBOR GUY MEDIUM 2 STRAP SYSTEM WITH HEAVY-DUTY ZS, OR APPROVED EQ )R TREES PLANTED IN 30SED GRANITE, A COLLAR OF DECOMPOSED WITH FINES D, EXTENTS TBD, NATE W/ LA 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 SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Elkndge, MD 21075 T (301) 495-9666 specialtypootandfountain.com. Irrigation Research & Design Wchmond, Virginia (e04)217-7267 w irrigalionresearch.com NO. Date Issues/Revisions 3 12.12.19 ASI-1_3 STAMP Lic. No. hU910 11.06.19 fs"r. snc PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: DEC 12, 2019 SCALE: AS SHOWN DRAWING NUMBER L6080 CV V CAI INTENSIVE SOIL PROFILE SCALE: 1 1 /2" = 1'-0" 2" DOUBLE SHREDDED HARDWOOD MULCH PLANTING SOIL 2" DRAINAGE, TYP. 2" DIMPLE DRAINAGE MAT WITH AGGREGATE FILL AND FILTER FABRIC WATERPROOFING AND PROTECTION BOARD, SEE ARCH DWGS. /ice i //r //i / //r //i < Gd d d d a d a 2 SHRUB PLANTING ON STRUCTURE DETAIL L6.81 SCALE: 1" = 1'-0" 2'' MULCH LIGHTWEIGHT PLANTING MEDIA ROOTBALL ANCHOR SYSTEM DEADMAN -PLACE AT BOTTOM OF SOIL PROFILE Q M }} } Ih1 11 f lI III111-1 L I I hI } I LI }1 I ICI I o . — 2" SAND DRAINAGE LAYER I L-I l ICI 1 }`I 11 11 }1 I I1 } 1� }1;11� 1 I111 ITI 1111-1 I I- I-IJ 1 1-11 I I I -1 1-I I IT111 cN 9 ��- 1 —: —I —I I I--P 11.—I I T r I 1-1 1 i 1 t 1 — 1—v.1 1-1 1 I. III —I t —i 1 1— PLANTER GEOTEXTILE FABRIC N ��, �:. —I —, — I I.I=l PLANTER DRAIN MAT 111 11 I�-I I l l I I I ICI I I�1 f 1_I'I I SLOPE TO DRAIN 111-1 I} I I ICI 11-1 I 1 I 1 I-1 I }� I I I�I } v WATERPROOFING, SEE ARCH. DWGS. N STRUCTURAL SLAB, SEE ARCH. DWGS N L i D F— REMOVE EXCESS SOIL TO EXPOSE STEM FLARE. SET CROWN OF ROOTBALL V ABOVE PLANTING SOIL REMOVE CONTAINER COMPLETELY 2" THK. MULCH LAYER TAPERED AT TRUNK/STEMS, SEE SPECS ROOFING ASSEMBLY, SEE ARCH. DWGS NOTE: 1. LOAMY SAND/COMPOST MIX: 3-PARTS LOAMY SAND TO 1-PART COMPOST BY VOLUME 2. LOAMY SAND/EXPANDED SHALE MIX: 2-PARTS LOAMY SAND TO 3-PARTS EXPANDED SHALE 3. COORDINATE DRAINAGE WITH CIVIL ENGINEER (8"-10" TYP) 4. LOAMY SAND/SANDY LOAM MIX MAY INCLUDE SOIL FIBERS FOR ADDITIONAL STRUCTURAL SUPPORT 0 4 EVENT LAWN SOIL L6.81 SCALE: 1" = 1'-0" SOD, SEE PLANT SCHEDULE FOR SPECIES LOAMY SAND/COMPOST SEE CIVIL DRAWINGS FOR DRAINAGE DETAIL & LAYOUT LOAMY SAND/EXPANDED SHALE LOAMY SAND/SANDY LOAM EXIST SOIL 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 SPECIALTY r>ooL rou`a rvi 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypootandfountain com Irrigation Research & Design Richmond Virginia (804)217-7267 "m imgabonresearcn. coin NO. Date Issues/Revisions 3 12.12.19 ASI-L3 STAMP 11.06.19 ,CVO PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: DEC 12, 2019 SCALE: AS SHOWN DRAWING NUMBER PI L6081 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.6 LANDSCAPING WITHIN 5%OF PAVED PARKING AND PAVED AREA = 61,166 SF 3,058 SF 7,373 SF A PARKING LOT VEHICULAR AREA + ONE (1) LARGE 0.05 * 61,166 SF = LANDSCAPING AREA LANDSCAPING AREA OR MEDIUM TREE PER TEN (10) 3,058 SF WITH TREES OR SHRUBS WITH TREES OR SHRUBS PARKING SPACES 1 * (138 SPACES/10) = 14 TREES 56 TREES 40 TREES 14 TREES 32.7.9.8 TREE CANOPY CANOPY EQUAL TO TEN (10) 480,525 SF GROSS SITE * 0.1 = 48,053 SF 13,193 SF EXISTING 70,745 SF TOTAL PERCENT OF GROSS SITE ACREAGE 48,053 SF CANOPY RETAINED (13,193 SF EXISTING + 57,552 SF PROPOSED) NOTE: PAVED AREA AND GROSS SITE ACREAGES REFER TO AREAS WITHIN THE LIMITS OF DISTURBANCE 1 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS L6.82 SCALE: NTS A County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) I . 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 he 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: m free preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment. vehicular traffic and storage of construction materials including soil shall not he permitted within the driplines of trees to he saved. - - 5. Soil Erosion and Stornawater Detention Devices: ® Such devices shall not ad%erseh 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 he retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall he in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. 'Free Wells: - - ® When the ground level must be raised within the dripline of a tree to he saved, a tree well shall be provided and a construction detail submitted for approval to. Free Walls: _- Nhen the ground level must be lowered within the dripline a tree to he saved. a tree wall shall be provided: and a construction detail submitted fix approval. ' H. Trenchine and Tunneling: Nhen Trenching is required within the limits of clearing. it shall he done as far away from the trunks of trees as possible. Tunneling under a large tree shall he considered as an altemative when it is anticipated that nccessan trenching will destroy feeder roots. ' 12. Cleanup: Protective fencing shall be the last items removed during the final cleanup. - - 13. Damaged'Frees: M 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. Z Zo OWNER SIG ' RE (DATE) CONTRACTPURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST 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 SPECIALTY POOL & FOUNTAIN _ 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain com Irrigation Research & Design Wchmorid, Virginia (804)217-7267 w rnganonresearch.com NO. Date Issues/Revisions 3 12.12.19 ASI-1-3 STAMP l.lC. ��. 0v>L19f0 /L 11 JM.19 ,rca pr, v-CN PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: CP, KT, BO, EM, CW CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: DEC 12, 2019 SCALE: AS SHOWN DRAWING NUMBER PI L6082 / o.o b.o b.o b.o _ / 0.o o.o 0.0 o.o / b0 b.o bo 0.9 / oo 0.0 0.0 6o b.0 b.9 o.B o.0 b.o . / b.0 b.o DB 0.0 0.0 0.0 0.0 `00 0.0 00 / 0.0 b.o o.o 0.0 o.0 0.9 b.o 0.0 b.o bo b.0 / o.o '0.o b.o b.o 0.9 0.0 0.0 0.0 6. 6.0 '09 b.o '0.6 b.o o.o \ 0.0 0.0 0.0 0.0 bo bo o.o b.o b0 b.o b.o bo o.o bo b.o / oa 1.0 '09 b.o bo 0. 0.0 00 0. 00 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 o.o o.o 00 b.o b.o 0.0 to bo b.o b.o b.o b6 b.9 - / 0.0 to 0.0 '00 .o b.o a.o bo 0.0 o.B o.o oo 'oo 10.0 0.0 0.0 0.0 0.0 'oB o.0 0.0 0.9 0.0 0.0 10.0 o. zZ oo o.o o.o o.a o.0 b.o 0.0 0.0 0.6 0.0 0.0 0.0 0.o bo o.a 10.9 b.o 0.0 10.0 b.o 0.0 b.o b.o b.o J L o0 ao 0.6 0.o b.a o.o bo 0.o b.B 0.0 0.9 +00 0.0 0.0 0.0 0.0 00 10.0 106 0.0 zt ~ b.o o.0 0.a b.o 10.0 10.0 'oo / o.o o.o 0.0 o.a o.a 0.0 0.0 0.6 0.0 o.a b.o o.o o.o o.o o.0 0.0 0.0 0.0 0.0 0.0 / .0 b.o '0.0 b.o b.o bo oo 0.0 b.6 0.0 '00- b.o bo0.0 'o9 0o 'oo oo o.9 0.9 0.0 on bo oo '0.0 0o `0a 0.0 bo b.o b.9 bo 0. 'bo b.o b.o o.o `oo 0.9 'bo bo 0.0 0.0 0.0 'oo o.0 0.0 0.0 '09 'bo '0.0 0.0 'oo 'so0.a b.o b.o 0.0 / 11.0 0.9 b o 0.0 0.0 0.0 b.o 0.0 `.o bo bo o.9 'oo o.0 0o bo o.0 0.0 o.o o.0 0.0 b.o 10.0 0.0 0.0 0.o bo o.o `00 o.0 0o o.o o.0 o.o .0 b.o b. 0.9 o.o `09 0.0 0.0 10.0 0.0 00 106 0.0 0.9 0.0 0.0 b.o 10.0 0.0 0.0 'Do 109 0.0 10.0 10.0 0.0 0.0 0.B 10.0 0.0 0.0 o.a b.o o. 'oo o. o.o bo o.o oo o.o oo o.o o.o o.o b.o 00 0.0 o.o o.o `oo 0.o o.o b.o o.o o0 0o oo b.o o.B 0.0 0. 11.0 0.0 oo o.o 0 oo '.o b.o o.o 'oe oo 0.o bo o.o bo 'oo oo 'oo oo 'oo 00 0o 0.o b.o o.o oa 0o o.o o.o o.o bo 'oo oo 'oo oo `oo oo o.o 0o 0.o b.0 0.o 0o o.a b.o 0.9 0a 'oo b.o o.o bo 00 ao b.o bo 0.0 0.0 0.o 'oo o.a b.o bo 0B 09 b.o o.o 0o 00 ao b.o o.o 0.0 0.0 0.o 'bo .0 0.0 bo 0.o o.o '. 0.0 0.0 00 0.0 0.0 100 o.0 0.0 0.9 0.0 00 0.0 0.0 0.0 o.a 0.0 0.0 0.0 0.0 0.0 0.0 `00 0.0 0.0 0.9 0.0 0.0 0.0 o.0 0.0 0.0 0.0 0.0 o.o 0.9 0.0 0.0 0.0 b.o oo 0.0 o b.o b.0 b.o b.o b.o b.o 0.6 b.o 0.0 b.o 0.9 b.0 b.o b.o b.o o.o o.o b.0 b.o b.o bo b.o 0.0 o.o b.o b.o o.o b.o b.o b.o b.o o.o o.o o.o o.o `0.0 0.0 / 0.6 b.a ' 00 b.0 0.0 b.o b.0 0.0 0.9 as o.o o.o 0.0 o.a oo o.a o.6 b.o o.a o.o b.o b.o b.0 0.0 0.9 'oa '00 0.0 0.0 0.0 '06 b.a '06 0.0 'o.o 6.o b.o o.o - { o.o o. 0.0 00 o.a b.o 0 oo 0.o o.o 'oo 'a0 0.o bo o.o *o.o be oo b.o b.o b.0 b.o *o.o oo o.o 'o.o 'o.o o.o b.o bo 0.0 De o.0 b.o b.o o.o bo '00 b.o o.0 00 'oo bo 00 / b.o o.o o o.o b.o 0.0 0.0 b.0 G6 `09 0.0 0. 0.0 bo '09 0.0 'o0 0.0 10.00B 10.0 $.o `09 oo'0.0'bo0.0 0.0 'oB 0 Is B b no 'bo 0.o '0.0'0.0'0.0.9 .o oo bo 0 'bo bo a O.o oo oo 0.0 'oo oo 0.0. bo 0. 1o.o bo bo 0.0 0.0 o.o b.o b.o 0.0 0.0 b.o b.o 0.0 b.o 10.0 o.0 0.0 bo 100 0.0 0.0 o.o 0.0 0.0 0.9 0.0 o.o b.o o.o b.o 0.0 o.0 'u bo o.o b.0 b.o 10.0 / bo .0 b.o o.o / - 0. 0.0 0.0 'oo oo o.0 oo b.o o.o bo o.o o.o 'o.00 .o .o 10.0o.0 0.0 0.0 0 .0 10.0 0.0 0.0 0.0 0.0 o.o bo 0.0 0.0 0.0 0 0.010.0 o.0 0.9 o.o 0.o 'o.0 In o.0 0.o b.o o.o o.o / b.o o.o 00 0.0 0.0 50 b.o b.o 0 00 .. 06 b b.o o.o to 0.o b.a oo 'bo bo b0 b.o b.o b.o bo b.a b.6 b.o b.o o.o to b.o b.0 bo 0.9 `bo b0 b.o b.o 0.0 bo o.o o6 b.o b.o o.o 0.o b.o b.0 o.o 0.0 b.o b.0 oa o0 to bo b.a o.a 00 ' 1 b.t b.1 0.0 0.0 o.a 0.0 0.0 0.0 b.0 0.0 oa 0.0 0.o 'oo o.o o.o 0.o o.o o.o o.o o.a o.o o.o o.o bo o.o 0.0 b.o o.o 'oo o.o o.o 0.o 0.0 0.a 0.0 o.o o.o o.0 0.o bo o.o oo 0.o '.+ oa be oa 0. be ba oe 'bo o.o 00 00 0.9 O.B o.0 0.0 oa o.6 b.6 0.6 0o b.o 06 0.0 109 0.0 $0 0.0 0.9 'oB 10.0 o.o 10a 10.6 09 0.6 10a b.o 106 0.0 109 0.0 'o0 0.0 0.9 to 'bo 11.0 0.9 1L 0.2 o.z 0.1 o.1 o.t o.1 0.1 0., oa 'oo o.o o.o 0.0 *o.o 'bo b.o b.o o.o `oo 0.9 'bo b.o 0.0 0.0 0.0 00 0.0 0.0 0.0 '0B 'bo '0.0 0.0 0.0 'so0.9 oo bo 0.0 0.0 0.0 00 0.0 0.0 '0.0l b.0 0 0.o b.o b.o / 0.z b3 02 0 o.z be 0.1 0.1 0., oe b.0 0.o b.o o.o bo o.0 b.o 'oo b.o bo b.o 0.0 o.o b.o o.o bo b.o 0.0 o.o o.o o.o o.0 0.9 '00 b.o bo b.o 0.0 o.o o.o o.o bo .o o.0 0.0 0.o 02 0.3 0.4 0.4 0. 03 0.3 0.2 02 GA 0.1 0.1 0.0 '09 0.0 0.0 oo oo oJI 'oo o.o 0.0 a.0 0.0 0.o '0.0 0.0 0.0 0.0 109 0.0 10.0 10.0 0.0 0.0 0.B 10.0 0.0 10.0 b.0 oo 0.0 o.0 0.0 to 0 0.0 0.0 02 b.4 b.5 02 0.8 b.) b.] 0.6 0.5 0.4 b.3 b.2 b.2 0.1 b.1 bo bo o.o o.o b.o b0 on o.o b.o b.o b.o bo b.o bo bo bo o.o b.o 0.o b.o b.o b0 b.o bo b.o 0.o o bo 0.o bo bo bJI o / o.o .o o.0 0.0 0.3 0.4 0. 12 1A 1'' to 't0 0.4- 0.8 .] 0.6 0:4 03 02 02 0.1 b Oo0 0.0 00 0.0 B.0 00 o0 o0 o0 '00 05 00 oo 0.0 0.0 00 0.0 0.0 oo BA Oo 00 0.0 0.0 0.1� 0.0 Zo 0.0 0.0 0.0 bo 00 oa .o b.9 0.0 0.4 .5 ) 1. 2. 2.3 3 1.3 t2 0.9 0.] bB 0.4 O.3 0.1 0., b.0b.0 oo bo 00 B.0 on bo 0.a 0.0 bo OL 00 bo 0.0 00 bI b.o 0.0 bo bo .BF .0 0. 0.0 b.o 0 B.0 bo 0.0 00 0 o.o 06 0. 0.0 oo + 26 16 + 0. 0. 1.4 '2 3.4 4..3 4.3 3.6 2A 1:8 3 1.0 08 06 04 02 0.1 0.1 0.0 0.0 0.0 00 0.0 OA 0.0 0.0 00 00 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 '.0 '.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 00 0.0 I o.0 b.o 0.0 .0 - + 1- 3 b.5 0.8 .0 t 16 '.5 '.1 4.8 5.0 6] 2 3. 3.2 2.T 22 1.6 1., 0.8 b.5 0.3 0.1 0'a 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b.0 0.0 Od 0.0 0.. . + .0 .0 0 0.0 1.0 '0.0 0.0 0.0 b.o I o.o o.0 0.6 OA 1.0 +1.4 2.1 4.fi Its .2 6) 5'1 36 ].1 38 4.9 O2 1.9-. 1.0 0.8 0.4 02 '0, 0.1 0.010.0 00 -0:0 0010.0 0.0 0.0 0o 0.0 O.o 0.0 0.0 0.0 + 0 0.0 0:0 0.0 0.0 0.0 0.0 '00 '00 0o i b.o bo -4A + 0.4 0.6 bo 1. 1A 37 4.4 66 +G6 52 43 36 1.4 b.8 0.5 b.3 0.2 101 bo bo bo Oo b0 0. '00 o0 b0 0.0 bo bo 0 ' 0A 0.0 bo blill ii bo B.0 b.o '.fi O.fi 0.6 + 1. 1.5 2.1 39 45 ' 2 56 4fi 34 34 6.0 'Z3. + 6.1 5.1 3. 1.9. 1.0 107 10.4 0.3 0.10.1 0.0 0.0 0:0 0.0 00 0.0 0 0.0 00 Oer .0 0.0 0.0 ooB.0 0.0 0.0 0. b.9 1.0 '.o ((�� VA 1.1 1A 2A be L-4A 5] `.5 2.8 1.3 0.9 0o 0.3 B.2 0.1 10.0. 'b. Ve 0.0 b.0 bo DO O.o + .0 + b.0 0.0 bo b. bo 0.0 oo bo .9 1.2 1,8 1.9 t6 1.4 6 58 ].0 2., 1.) 1.5 1. 1. 3.2 fi5 .6 6.2 BO 3. 1.5 0.9 0.6 '03 02 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0o '6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 1.3 2.0 e 2 3.0 3.4 38 1.9 1.9 30 3.1 T 2.4 50 44 2.B 1.5 b.9 0.5 3 b.2 b.1 bo b-o ao Oo bo b.0 0.0 0.0 b.0 b.0 0.0 0.0 bo bo oo bo 0 e 1.4 + 2.1 42 s.5 4.] 3.5 3. 1 6 22 1.6 1.9 38 33 3.2 2.1 4.3 6. .5 30 '23 1.5 `.B 05 0.3 0.2 0.1 0.0 0.0 00 oo 0.0 0.0 0.0 bo 0.0 0. .0 0.0 0.0 00 .0 0.0 0.0 .0 0.0 0. .1 2.2 4A 5.5 2.3 1.0 1.2 1.) ) 3.5 I I\ 3fi 2.3 _II. 1.3 '.8.. 5 0.3 0.1 b.t 00 bo 0.0 00 b.0 00 0.0 300 0.0 O.Bf. 00 0 0o 00 01 00 ] I. 3.0 + 4:7 +1 2.1 2.4 se 2.t 12 0.9 0.8 0.9 12 18 2.5 '.0 5.1 1.9 2.3 3.2 i.] 0.9 0. 0.4 02 0.1 0.1 0 0.0 0.0 OIl 0.0 0.0 0.0 '.0 0.0 `o 0.0 0.0 00 0.0 0 / b. 1.1 2: 65 -4A 0 0.6 b. 0.8. 1.1 1.1 2.8 4. 1.2 b.8 05 3 '0.1 0.0 b0 0. 0 '.0 so o.. 11.0 00 b.o oo bo 0 0.0 '0.0 05 bo "0.0 0 bo ' `.3 0.5 ') 1.2 + T2 ,5 5.1 69 7.1 3.3 1A b.9 `.6 05 0.6 0. Oa 1.1 13 35 5.9 2.0 6.1 33 3t 1.) 1.2 0.8 0.6 03 02 0.1 0.1 0.+ 0.1 Cc `,0 0.0 `0 oo 0.0 00 0.9 '00 0.0 0.0 OA 0.0 0.0 0.0 00 oJL 00\,06 0.z o3 .5 0.B i.z 3 5.9 .5 0.6 1A i.) 36 4 62 L-4A 0.6 b.) b.a (^O:;G 0.1 +.+ b.o o.o b.o 0.o O.o 00 0.0 bo bo 0. b. + bo o.o b.o 0.o O.o 0.0 b0 0o ,0.0 0.0 O 0.6 0.8 1.3 30 2 5.0 2.0 1A b.) 0 .5 05 0.5 0.) O.B i.b 22 47 B.t 2$ 2 48 2.1 15 1.3 C' 0.8 OB 05 ob -. 0.3 0.0 b.0 0-0 00 0.0 ' 0.0 `.0 Lo { �I + + + .0 Ob 0.0 00 00 00 0.0 0.0 oo 0.0 o0 \ 0D �, 00 '0 0 + + + + + \ _ o. ba o. b.B i.t 13 0a 0.6 02 3: 4.8 +163 6 b.9 0.7 b] b '00 0.o b.o 0.0 00 + + � 0. b0 + '.o+ '0.0 0.o b0 6.0 �/ 00 b.o b.o o.0 0.0 0.9 00 0;o b. o.o 0.0 0.8 1.f 34 2 ^8 1.5 1.2 0.9 b- 0.0 0.4 00.5 0.8 0. fA 2.5 49 52 5.8 5.3 3.0 19 13 1.t 11 00 0. 0.0 0: 0.0 `0+ $ `.5 +' + \0.0 0.0 .0 0o 00 0.0' \\ . -,6 0 bo 0.0 0.0 0.0 0.0 00 0 0. O.o OlI .] ♦ 1.2 3.6 2. 22 + 1.4 0A b.4 b.5 0.7 '8 1. 1.6 2 3.6 4. 0.2 0.1 0. 0.0 -1 4 OF 4p0... .0 00 0.0 0.0 0.0 �� '.1 0.0 0.0 0o 00 ti0 0.0 Q. b.0 0.0 1.6 23 •.1 I. 0.6 OS 0.] '0A 1 1 '+.5 22 2.6 3:5 3,4 25 1.B Y.8 0.B A 0.2 0.1 + +0 + 00 o0 oo 0.0 0.0 \\ �- \ 00 ao 0.0 00 ' 00 `\\. "9. 0.0 0.0 ., + 0.1 0.2 02 '.1 .3 L 0 \ .0 4 1. ).1 1.2 43 4.9 4A 2.B '] ] 0.8 B.B 1.3 1. 2.0 34 3. 2.6 fA 0.8 b5 0.3 b + - + O '.0 b.0 b.0 0.0 o0 U. .0 boo 00 00 00 OG 00 .0 bo 15 .5 iy6 1.8 3fi. .) 6B 4.9 1.1 b:) 06 OJ 0.] ) '0 1.0 1. 2.9 3.] 4.3 b.4 24 3.3 6.8 39 2- 1., OT] + 0:5 + b.2 , 0.3 O.d ' b. y 0 00 O.o 00 00 .0 A.O y 00 00 ' 0.0 \ \ \ 00 \0.0 �.0 00. 0.0 03 - 3B T 2.3 62 6.9 b.9 0.8 10, B 1. .8 3] .1 4.8. 34 >f 1+ - iz O.z 0.1 02 02 2 -1 b0 00 0.0 0.0 0.0 \ \'' \ \. 00 0.0 \ 00\ 0.0 0.0 6 3.3 ] 1 9 6] 4A 1A 0.9 .] 1.1 1.6 1.6 1.6 .1 1. 1.0 1.2 5:9 6.3 2.8 55 6 35 5.9 + + 00 00 0.0 bo 0.0 \ o0 oo 0.0 �6 15.6 +6.8 L-4A 1.9 2.8 O 2.9 2.9 30 1. 12 Is 5.9 -4A 1.7 i. `0a 0.2 0.1 01 0.1 1 b.0 0.0 v y \\'.. 0., '0.1 o., 3 L6 .1 -4A 43 1.3 1] . 4.3 1.3 D8 1. '2.5 `1.3 3.9 2.3 4.1 S.o .3 4.9 2.] 16 0+. -1 - \ 1 l 4. 6. 1.8 32. 3'.5 28 1.5 39 .4 6.0 1.0 A b 01 0_t B. 00 0 0.0 \ 0.0 0. \4..2 % ^ / ] OS 4.1 5: 55 3.9 .9 1. 1.4 1.0 2.1 .5 52 6. %.] 4 + '.1 G0.0 03 b.0 6 4.1 i.) i.5 2.7 ' 7 4.4 4.1 23 i.t 0,6 Q9 6.) 4 1. 1.6 45 +, 2.8 1.5 '2A 5.0 3.8 0.3. 0.2 0.1 , 0 n,, -4A B '02 b. ykt i' �'S_ i. ' 1 bo 22 e 3 • 29 t9 5] 4 12 i. 1.4 1.9 .3 3] 4.5 bo t + 0., 1 .1Q.O;- 01 on C I'- 4.9 4,p + + bd 0 . T \ J 0.3 4. �� 5. B 6 f. 0.5 C^ 4 4.1 1.6 1.2 1.5 1.8 2.3 2.3 1. D8 1.z 3e ' 1 33 3. - 4.8 S.o i.a 3.B 2., is �-. 0.5 O.3 + ,+. + L 16 LL .2 .3 64 d.a 9.1 fi 1.5 3.6 02 .2 OS .9 33 9 .9 0.9 1.0 1.2 12 1.0 B. 69 + +3. 1 1. i 35 10.4 b.3 3 0., 02 02 + �+ - - - +,\1 i.o e `a 4. 0a o2 02 ( 3.1 14 b.e '8 0.8 1.1 3.7 14 bo 1J 1] '1.9 20 1] 0.9 + L-5 - N _) ] 0.8 0) 68 418 31 - 1.3 1] 1 42 .9 1 0. 0 0 N OU.) 03 0.1 0.5 b.5 0.6 0:7 0.]3.9 4 ,. 13 1.9 0.1 0.0 0.a 3.9 18 b.] bfi -1036 62 '21 'is1. 34 23 14 QB + 1 + .d 0.4 0.4 0.5 0.6 0.6 0. 3. 3.5 2. 1] 1.9 23 3.1 4. + +' `02 0.1 It 0.1 o.0I'- 2.5+' 0.3 a 0.6 0.4 0.6 b.5 b 0.5 5 1.8 -}1.3 12 t3" 1.6 30 4. 5.4 '.4 A 1.) 1.5 ` 1 38 '.5 5 6.1 03 + + b.3 0.3 +42 02 b., b.1 b.t 0 B.0 � FX- 2d `_ 0 0.0 a3 -1 O O 40 1,9 b.) 5 O4 0.4 0.4 0 0.6 0.6 0.8 2 ,] 1.3 1.1 1.0 11.9 1.1 5 22 4.0 3 6.B .3 b.6 32 1.9 1.] 1.8 24 '.8 5. 6.7 83 11JI b.5 b.2 9. 1.3 0.) 8.a. 0.3 b3 2 0] + 0.1 0. 0. b.0 - 10 Oo T ' L- - L A T 5 b.4 b.4 1-1 ,. 09 0. 0.8 0.9 11 1.5 33 5] 6 60 11.1 13.5 11., 92 bA I b.3 11.2 0-1 0. .0 00 b.0 -a 5 i.6 1I B b: b.e rn 51 '2.3 to b.e 0e , '.5 '6B 13 1i i.) 33 3s i.] b.e b) + L 1 D 0.8 0.4 0.4 '0. 0.9 09 0.8 0.) :.6 0. b. 1.+ 1.5 3 9.] 14.2 12.3 1+.5 9.) 9.0 b.3 0.2 0., 0.1 00 ® 00 b.0 o.t GHLI L-4A + + + , I -4A 0.4 0. 0.8 0.8 0.6 O5 0.5 0.8 1., 1.6 33 10.] 1 12.1 128E ' .3 5.9 3.6 0. b3 b.a ., 0.1 9 0.. 0.0 '0.0 L-4A 5] 34 1.t 0.6 0. b. 8 59 10.2 11.4 11.9 1 8.0 5. 4tl 23 1.. Lt 1.1 tl.9 0.3 2 a041 1 ,• .0 J: Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens D 18 RFX-2 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 0 15 PF-8 SINGLE 1.000 SM16-07-36D-827-03 521 [� 2 PF-6 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 12 L8 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 33 L5 SINGLE 1.000 MN-LED-e69-FL-12-C, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-MN-LED-e69-FL-1 484 F`71 40 L4 III SINGLE 1.000 CF5TAGF3NG250SE 10544 [� 39 L3 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 22 L3A SINGLE 1.000 312W1-HITW-EX-8X8 30K 276 Q 104 L-2 SINGLE 0.900 El-S-24-3w 98 D 129 L1 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 1 33 L-16 SINGLE 1.000 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 0 10 L-12 SINGLE 1.000 GE LED14D OMNI 827-E27 1100 ll 4 KFX-7 SINGLE 1.000 SM16-07-36D-827-03 521 El 5 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 Q 34 DF-S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 o-E 9 DF-m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 Q 2 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 4 L-14 SINGLE 1.000 HW-012L5-035F-30K 674 1 2 L-16 - 2' SINGLE 0.500 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 59 L-16 - 1' SINGLE 0.250 LRS LR6-GPI-LED-CLR-3000K-30-48 321 MATGHLI Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Accessible Pool Path Illuminance Fc 1.27 3.5 0.4 3.18 8.75 Cabana Stair Illuminance Fc 2.36 5.0 1.4 1.69 3.57 Car Dropoffs Illuminance Fc 0.28 2.6 0.0 N.A. N.A. Fire Pit Stair Illuminance Fc 11.85 14.6 9.1 1.30 1.60 Firepit Area Illuminance Fc 1.58 2.5 0.5 3.16 5.00 Flat Egress to Monumental Stair Illuminance Fc 1.43 2.4 0.8 1.79 3.00 Flat Egress to Monumental Stair Illuminance Fc 1.44 2.9 0.7 2.06 4.14 Golf Terrace Illuminance Fc 5.02 14.6 1 0.0 N.A. N.A. Golf Terrace Egress Stairs Illuminance Fc 8.18 21.3 2.4 3.41 8.88 KH Grand Stairs Illuminance Fc 10.96 24.0 1.9 5.77 12.63 Landscape Illuminance Fc 0.81 90.4 0.0 N.A. N.A. New Guest Wing Egress Stairs Illuminance Fc 10.34 22.1 1.9 5.44 11.63 NGR Stairs Illuminance Fc 2.35 8.1 1.3 1.81 6.23 NGR Stairs 2 Illuminance Fc 1.90 3.4 1.0 1.90 3.40 Oval Stair Illuminance Fc 0.83 1.4 0.4 2.08 3.50 Parking Lots Illuminance Fc 2.75 10.0 0.4 6.88 25.00 Pathways Illuminance Fc 1.27 14.7 0.0 N.A. N.A. Pool Deck 1 Illuminance Fc 1.89 5.1 0.5 3.78 10.20 Pool Deck 2 Illuminance Fc 1.35 3.8 0.4 3.38 9.50 Pool Deck 3 Illuminance Fc 1.71 4.2 0.5 3.42 8.40 Pool Egress Stair Illuminance Fc 14.02 25.4 2.8 5.01 9.07 Pool Pavilion Showers Illuminance Fc 1.76 2.1 1 1.3 1.35 1.62 Pool Pavilion Showers 1 Illuminance Fc 2.38 2.6 2.1 1.13 1.24 Pool Stair Illuminance Fc 4.23 9.4 1.2 3.53 7.83 Pool Stair 2 Illuminance Fc 5.90 13.4 1.7 3.47 7.88 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. RB Stairs Illuminance Fc 3.46 11.2 1.7 2.04 6.59 NELSON BYRDME WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J J i 1r o _j �7v O M ,y N I�L I�n N V ~ U J o c O L _ C Ur Q Z LL Y o ILu U LU v W Z Z O Q J LU a/ U 4= 1 <n Y` Qw w a I- N Y M H cn LL) rn N NO. Date Issues/Revisions 1 03.09.18 100% SD 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26.19 PERMIT REVISION 7 10.02.20 PERMIT REVISION STAMP JOT FOR CONSTRUCTIC PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: SEPTEMBER 14, 2018 SCALE: 1 - 16 - 1 DRAWING NUMBER LC Ol / 0.0 0.0 0.0 0.0 0.0 b.D o.o o.o 013 00 0.0 0.0 b.o o.o b.o o.o 0.0 b.o o.o O.D 0.0 0.0 0.0 0.D 0.0 0.0 b.D o.D b.o b.o o.D b.o 'oo o.o b.0 0.0 0.0 G�'d b.0 0.0 o''0.0 0.0 0.0 lop 0.0 ao +�D � b.o Jo.D b.o / o.1 b2 0.1 b.+ 02 0.4 b.D 0.0 b.+ b.1 %0.1 I/ 00 0.D b.o 0.0 0.0 / 'oo 0.0 0.0 0.0 / bo b.o 0o bo / 0.0 0.0 00 b.0 '00 / b.o 0o b.D 0.0 I b.D }D.O 0.0 0.0 0.0 / b.o b.o '00 b.o b.o b.o b.0 'o.o b.0 / 0.0 lbo 0.0 0.0 o. o.o b.o o o.o / 0.0 b.o b.➢ *o.o b.o 0.0 b.0 5.0 0.0 1.0 / 'oo 0.0 0.o O.o O.D o.0 0.0 0.0 1).0 O.D / .0 b.o o.o b.o b.o b.o o.o o.o 10.0 10.0 10.0 0.0 0.0 0.0 0.0 0.0 _ 0.0 o.o b.o b.o b.o o.o o.o bo bo o.D b.o 0.0 �- o.o o.o 0.0 o.0 0.a b.o 10.010.0 10.0 o.o 0.0 / � oo b.o b.o b.o '00 o.o 0.o 0.0 b.o o.oU-1. b.o '0.0o.0 0.0 / 0.0 'oo o.o 'oD o. o.0 0.0 0.0 o.D b.0 0.0 0.0 0.0 0.0 'o.o *o.o `00 0.0. o.D o.D o.o ' '.0 '0.0 0.0 0.0 b.o b.o 01) 0J) 0.0 0.0 0.0 o.D .0 0: 0.0 0.o 0.0 0.0 00 b.0 'o.o 0.0 0.0 0.0 O.o 00 0.0 OR 0.0 00 0.o b.o 0.0 b. 0.0 '. b.o 0.0 0. 0.0 o. 0.0 0.0 0.1) 0.0 0.0 B.o 10.0 10.0 0.0 0.o 10,0 -- -- /' 0. 0.0 o.o 0.0 b.o / o. oJi o.o o.o oJi Do oo o.o 0o o.o oa o.o b.o o.o o.o os o.a O.➢ 0.0 0.0 'oa / o.o o.o a.o 0.0 o.D b.o o.o o.0 0.o bo bo 0.0 0.0 0.0 0.o b.o O.➢ 5.0 o.a 0.0 '. B.o b.o o.o b.o o.o o.D o.o o.o o.0 0.a o.0 0.D o.o b.o o.o o.o b.o o.o fo.0 0.0 0.0 b.o o.oZZ b.o. o.o o b.o b.o u.0 1.0 b.D o.o b.D b.o b.o o.0 0.0 0.o b.D b.oo.o 0.0 0.0 0.0 °o.0 0.0 / o.o b.o o.0 0.0 0.0 '00 0.0 b.o 0.0 '00 0:0 0.o 00 0.0 0.0 0.0 0.o b.o o.0 0.0 0.o '00 bo o. b.o b.o b.0 bo s o.o b.o o.D b.a b.o b.o b.o b.o b.o 0.o b.o b.o b.o bo bo bo o.o b.o o.D b.o b.o b.o b.0 0 00 00 0o G6 0.0 0.0 0. 0.0 0.0 0.o b.➢ o.o b.o o.o o.➢ o.D o.D o.o 0.0 S.o b.0 0.0 0.0 0.0 0.0 0.o b.➢ o.o b.o 0.0 0.0 0.a / o,o b.o b:o 0. b.o b.o 0.o b.o b.D b,o b.o b.o b.D o.0 0.0 0,o b.o b.o 0.D b0 o.o b,o 0.o b.o o.D / 0.D .0 0.0 0.o j ' 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0J) 0.0 o.a 0.0 6.0 b.o oo b.o 0.0 0.o b.o 0.0 oo0.0 0.0 0JI o.D u.o o.o .D o.D b.D J b0 bo 00 0 0.0 0.o b b.o o.o o.o b.o b.o b.o to bo b.o b.o b.o b.o o.o bo 0.o b.o b.o o.o o.o bo 0.0 b.0 b.0 'oo o.a 'a b.1 0.1 0.0 o.o o.0 0.0 0,0 0.0 0.o O.o 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 b.o 0.0 0,0 0.0 0.o b.0 b.o b.o b.o 0.0 b.o `e b+ ba oa o. b.1 0a oa o.➢ 1110 10.0 b.o b.➢ 10.0 10.0 o.o 10.0 5.0 b.0 0.0 0.0 b.o 0.0 0.0 0.0 o.o 10.0 / 0.0 0. `00 0.0 o.D 0.z '02b.+ 0a o.t oa b.i o., oe o.o bo b.D o.o 'oo o.0 0.0 0.0 '0.0b.o 0.0 0.0 0.0 0.0 0.➢ o.o `00 bo b o.0 b.o b.o 'oz b3 b.z b. b.z b.1 be o.1 5.1 b.+ b.a b.o 0.0 0.0 'o.o b.o 0.0 b.o 0.o b.o o.o b.o b.o o.o b.D o.0 0.0 o.D 0.2 03 0.4 0.4 10. 0.3 0.3 0.4 0.2 0.1 0A 0.1 0.0 O.D 1.0 0.0 b.0 0.0 0.0 0.0 0J) 0.0 0.0 0.0 00 bz b.o '.0 0.0 'on / b2 bd bs b.) b.8 b.) b.) b.6 bs b.a bs b.z 0.2 b., 0.1 0.0 o.o boo .o .o b.o .o b.o lh b.o o,o b.o b.o b.o 0.0 .0 0.0 0.0 1.1 1.0 �p 03 0.4 0. 1] 1A 1.0 T 03 '] 0.6 oA 10:3 0.2 0.2 10A o0 00 0.o 0.0 o0 0o 00 b.0 5.0 oD 00 Os 0.o 0 0 00 0.0 0.0 / 0.4 `] 1. 2. 2.3 `. 3 1.3 12 ` 0.9 b.) be 1)A 0.3 0.1 0.1 b,0- b.o bo 0.a bo b.0 o.0 00 b.0 5.0 1:0 b.o 0.0 00 0. 00 O.D + 0. 1,6 2 3.4 4.3 4.9 08 2a 15 21 1.8 3 1.0 0.8 0.6 0.4 OT 0.1 0.1 0.0 O.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 o.o o.0 b.o o.o '.o / .3 b.5 b.{ .0 5 ':5 '.+ 4.8 5.0 6.7 2 3. 3.2 27 22 1.6 1.1 b.e 5.5 0.3 b.1 O:f 0.0 0.0 U.O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ` 0.0 0.0 0.0 0.0 0.0 / O.d 1.0 1.4 2.1 46 48 .2 6.) 2.1 3B 31 3.8 49 3J 16 1.0 0.6 0.4 02 01 0.1. 0.0 0.0 ➢.0 -80 0.0 O.D 0.0 0.0 110 'Oo b.o b. b.o b.o o.o / -4A / bA b6 b9 1. 11.8 27 4A 66 2,e '52 43 z6 1.4 0.8 0.5 03 '02 b.t o.o bo bo ba oo b. \'o.o O.o o.o 'a.a oJi 0 oo bo oo + + 's.e 46 2a 2.+ 'B.0 .6 0.6 0.6 1. 1.5 21 2.9 4.8 ' 2 2.3 6.1 5.1 3. 1.9 1J) 103 0.4 0.3 0.1 b.1 0.0 1.0 0:0 0A 0.0 0.0 .0 0.0 0.0 b.o b.o 0.0 L-4A b9 11.0 'JI 1.1 1A z4 3:8 5.7 's za 13 0,9 bs 13 0.2 bt b.o b. o.D b,o b.o b,o 0.o bJ) 0 / b.o '.0. o.D 1D.0 LD 6 3E 3.0 21 1. 32 6.5 .9 ,.21.8 11.9 1.6 1.4 1.] 1.5 1. .4 82 5.0 3: 1.5 0.9 0.6 0.3 b2 0.1 D! 0 o..0 0.0 0.0 oo 0.0 0.0 0. 0.0 / b.o 1.0 0.0 o.D 1.3 zo 6 11.0 11A 2.8 1.9 i.9 2.0 ' z4 ILO 4.4 2e 1.5 Ds 0.5 3 o2 b•1 b.o o.o to to b.o b.o .b. o.o bo 'o.o .0 b.0 0.0 + 6 14 21 42 4.5 4.7 3.5 3. 1.6 2.2 1s is 28 3.3 3.2 ' 5 21 4.3 6_ 5 3.8 23 '1.5 .9 0.5 0.3 0.2 0.1 0.0 o.0 O.o 0.0 OA D,0 O.o b.D 0.o b0 bI 0.D 0.0 b0 .1 22 4.0 6.5 `7.3. 1.0 1:2 11.7 ] 3.5 3.6 2.3 1.3. s 5 0.3 0.1 0 1 b.a 0.o A b.0 0.0 0.0 0.0 b.o b.➢ 0.0 '0.0 "0.0 + + ] 1. 3.0 4,) ' 1 2.t `],4 8.8 21 i 2 09 os 0.9 12 1:8 2.5 '.0 5.1 1.9 z3 3.2 1.7 os b. 0.6 02 0.1 11.1 0 0 0.0 0.0 0.0 0.0 0.0 .o bo 0.D a 1.1 z 6s -4A '06 b. 0.8 1.1 1.) 28 4. i.2 bs bs 3 0.1 0.0 0J) b. 0 .o b.o 0.0 0.0 '3 'os `) 12+ 22 .5 6.9 ]1 5.] 3.3 1A bs'.s 05 0.6 o. 01.1 1.8 3s ss 2.0 6.1 3.3 21 12 12 0.8 0.6 0.3 0.2 bA bt 0.1 0.1 OD 0. .0 0.0 0.2 03 :O b.e 1.2 .3 5.9 .5 0.6 1.1 1.) 38 4 6.2 L-4A b.9 0.) OA : ( O.T]O 0.1 '..1 5.0 2.0 1A 0.7 0 .2 49 21 1S 13 O. 0.1 02 0.6 O.B 1.3 2.0 2 .5 os bs 0] 0.8 1A 27 4.] 6.1 ]2 0.8 0.8 05 04 U.3 0.1 .2 IL 0.4 b. b.8 1.1 1.8 b4 0.6 0.7 1 3: 4.8 + 6.3 6 b.e b:) b] + 34 2 09 0. 5.3 0 19 13 1.1 �.1 0. '.5 0.6 0.8 1.1 .8 is 1.2 0A 1A 5 4) 52 6.8 1.1 o .1 b.t 02, 0.3 .5 5 0.7 1.2 2. 1A bd b.4 5.5 0.7 ' 8 1, 1.6 2 3s 4. Il 1A 2.7 `.1 0.6 05 34 2s 1.8 2.8 .fi ' 8 1.1 39 ] `23 1. 0.) 0.8 1. 1. 1.5 2.2 `26 3.5 b 03 1)A b4 10A A b. 1 1.1 12 '47 4. 4.8 12.8 i 7 '08 0.9 53 i. 20 "z4 9. '. 0.4 1)A .8 0.9 1.3 is .5 114 1.9 3&.J 6.9 4s 1.1 b.] 06 03 0] ] o � 1.4 1. 24 33 4.3 - 24 3.3 6.8 ILO 1 0. .3 bs O 1.3 i.] z) 2a 2.9 23 5z e9 b.e b.e 5.e b 1. .fi zJ e 0. \ 02 .8 0.5 w2 'A 1.9 24 3.3 J 1.9 5] 4.1 iA 09 '] 1.1 1A 1.6 1A .1 1. 1.0 12 39 4.3 2Ji 55 2fi 3.5 59 L-4A 0 b.) .9 'A 26 3.4 11.4 5.8 +6.6 1.9 28 2.9 2.9 20 1. 1.2 3 6 .1 5.8 2.e -4A 4.3 13 1.7 4.3 13 0.8 i. fi 3.9 33 41 .1 0.1 02 1. 35,9 6.3 6. 1.8 25 32 3.5 26 1.5 1.3 2d A 6.o 1.0 bA bA 0.1 0. as 1.1 6.3. 5.2 °7.2 4.1 5. 5.5 3.9 .9 1. 1. 1.4 2.1 .5 5.2 6. '].J 4 b 32 L-1 + 0.1 02 A 2.5 4.6 6.1 4.1 13 1.5 27 17 4.4 4.1 28 1.1 0.6 0.9 6:7 4. 2 a 1? 1.8 4.5 5.8 , 8 24 25 5o 38 0.3 0.2 -4A B 4 0.6 b.1 2 02 •42 02 0:)�1. 23 4.323 4.3 5. S. 22 8 3 2] 1.B 5.] 4. 12 1. 1.4 1.8 .3 .] 4s .e .3 1Is b.3 02 b.1 4.9 40 + 4 4.1 is i2 - b.e i2 3e I' - 2.o is 3.0 2.1 is 02 IL b] 1.1 22 .) Se 8. 2 1.5 1.8 23 2.3 1. .3 6.6 4Q 3A 1s 1 23 3. 3.4 4.6 3.6 Ds 03+02 .2 03 b. b3 1.0 1. - 49 4.1 6. .9 b9 1.0 i2 12 i.0 b. 69 .I3. t. i _ i. +1. za 1 0.5 04 0.J 49 1.4 24 3.0 4. 3.1 1.4 0.8 ,) `.8 IL ] 0.B b] 0.9 1.1 3.] k/.4 6.8 4:9 3.1 _ 1.3 1 ] 1 '4.2 19 3.0 i.] i ] 1.9 2.0 i) 0.9 6 O B 9 0.4 b:5 0.811.2 20 2.6 3. 0 0.5 0.5 bsOOJ b.] b.] 4.6 .0 3.9. 4. 1,8 ).8 1.9. '2 .1 1 4 1 17 - 1.0 05 0. 000• 23 ,1 .5 .8 2 . 3.9 18 0] 0.4 b4 0A 0.5 0.6 0:6 0. b6 o 24 3. 3s B 1, 62 2) 26 1. 12 1.9 23 3.1 4. 34 23 1A 2.5 '30 3.3 3.1 2 '. b. os 0. 1.1 i.5 4 3. b.4 b.4 b.4 0.5 0 0.5 5 1.8 +1.3 12 IA 2.0 4, 5.4 .9 '.4 .B 1] 1.6 21 28 '.5 6.1 + 4.9 1.9 b.] O bs 0.8 2 6.6 6.5 32 0.3 0. b2 1,+ 19 8 3: 5 b.4 0. 0.4 0.4 b. 06 1,7 1.3 1A 1.0 LO 1.1 `.5 22 '40 3 6.8 .3 1.9 1.) 1.8 2d 38 5. 6.J 8.3 11.0 9. L- L- L A + 2 b3 .5 U.8 12 Z1 4.D 5.9 5 b.4 b4 1d 8 1.6 bs b. o.e 1. b.9 0. bB 0.9 1., is 23 5.] 5.. 30 11,1 13:5 11,1 92 ' 2 •35A 2'1 23 to b.e 08 0.9 0.9 1.A 02 '.6 b. 1., Is ' 3 .5 6.8 3.3 1J 1.] 3.8 6. 07 14.2 12.3 115 9.7 9.0 0.8 0.4 0,4 0. GHLI ' L-4A b.] 1.3 28 ' B 6.3 -4A b.d b. b.8 b.s 56 1Is 0:5 0.8 1.1 1.6 23 10.J 1 ' 12.1 1281 ` 3 69 L-4A 0 .z +o. 1.3 25 '4.6 5.8 5.] 24 t1 b.6 0.d b.d 0.5 ofi OB 0.9 3 3 0 0.) 0] 0.6 1.3 2.0 2.6 3. 6.3 5.2 33 t3 1A '2.2 5.9 10.2 11,6 1,8 1 8.0 5{ Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens D 18 RFX-2 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 0 15 PF-8 SINGLE 1.000 SM16-07-36D-827-03 521 [� 2 PF-6 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 12 L8 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 33 L5 SINGLE 1.000 MN-LED-e69-FL-12-C, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-MN-LED-e69-FL-1 484 F`71 40 L4 III SINGLE 1.000 CF5TAGF3NG250SE 10544 [� 39 L3 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 22 L3A SINGLE 1.000 312W1-HITW-EX-8X8 30K 276 Q 104 L-2 SINGLE 0.900 El-S-24-3W 98 D 129 L1 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 1 33 L-16 SINGLE 1.000 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 0 10 L-12 SINGLE 1.000 GE LED14D OMNI 827-E27 1100 ll 4 KFX-7 SINGLE 1.000 SM16-07-36D-827-03 521 El 5 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 Q 34 DF-S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 o-E 9 DF-m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 Q 2 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 4 L-14 SINGLE 1.000 HW-012L5-035F-30K 674 1 2 L-16 - 2' SINGLE 0.500 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 59 L-16 - 1' SINGLE 0.250 LRS LR6-GPI-LED-CLR-3000K-30-48 321 Label CalcType Units Avg Max Min Avg/Min Max/Min Accessible Pool Path Illuminance Fc 1.27 3.5 0.4 3.18 8.75 Cabana Stair Illuminance Fc 2.36 5.0 1.4 1.69 3.57 Car Dropoffs Illuminance Fc 0.28 2.6 0.0 N.A. N.A. Fire Pit Stair Illuminance Fc 11.85 14.6 9.1 1.30 1.60 Firepit Area Illuminance Fc 1.58 2.5 0.5 3.16 5.00 Flat Egress to Monumental Stair Illuminance Fc 1.43 2.4 0.8 1.79 3.00 Flat Egress to Monumental Stair Illuminance Fc 1.44 2.9 0.7 2.06 4.14 Golf Terrace Illuminance Fc 5.02 14.6 1 0.0 N.A. N.A. Golf Terrace Egress Stairs Illuminance Fc 8.18 21.3 2.4 3.41 8.88 KH Grand Stairs Illuminance Fc 10.96 24.0 1.9 5.77 12.63 Landscape Illuminance Fc 0.81 90.4 0.0 N.A. N.A. New Guest Wing Egress Stairs Illuminance Fc 10.34 22.1 1.9 5.44 11.63 NGR Stairs Illuminance Fc 2.35 8.1 1.3 1.81 6.23 NGR Stairs 2 Illuminance Fc 1.90 3.4 1.0 1.90 3.40 Oval Stair Illuminance Fc 0.83 1.4 0.4 2.08 3.50 Parking Lots Illuminance Fc 2.75 10.0 0.4 6.88 25.00 Pathways Illuminance Fc 1.27 14.7 0.0 N.A. N.A. Pool Deck 1 Illuminance Fc 1.89 5.1 0.5 3.78 10.20 Pool Deck 2 Illuminance Fc 1.35 3.8 0.4 3.38 9.50 Pool Deck 3 Illuminance Fc 1.71 4.2 0.5 3.42 8.40 Pool Egress Stair Illuminance Fc 14.02 25.4 2.8 5.01 9.07 Pool Pavilion Showers Illuminance Fc 1.76 2.1 1.3 1.35 1.62 Pool Pavilion Showers 1 Illuminance Fc 2.38 2.6 2.1 1.13 1.24 Pool Stair Illuminance Fc 4.23 9.4 1.2 3.53 7.83 Pool Stair 2 Illuminance Fc 5.90 13.4 1.7 3.47 7.88 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. RB Stairs Illuminance Fc 3.46 11.2 1.7 2.04 6.59 NELSON BYRDME WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J J i 1r o _j �7v O - p M ,y N < V ~ U J o c O L _ C Ur <(� Z LL Y O } ILu U LU v W Z Z O Q J LU a U Q to Y Qw w Y V M H LL) rn N NO. Date Issues/Revisions 1 03.09.18 100% SD 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26.19 PERMIT REVISION 7 10.02.20 PERMIT REVISION STAMP JOT FOR CONSTRUCTIC PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: SEPTEMBER 14, 2018 SCALE: i - 16 - 1 DRAWING NUMBER LC 02 GHLI L-4A + + + / OB 0.5. b.5 O.5 0.8 1.1 1.6 2.3 101 1 12.1 129 ' 3 5.9 36 0. 03 OS `.1 0.1 L-4A 1.3 20 26 3. 63 22 3.3 13 1.6 2.2 59 101 11.4 119 1 8.a 5 4.1 2J 1. 1.1 Lt 09 . 03 2 7 0.1 1 0.7 0.7 0.7 6 1.1 15 23 0 3.6 «d.9 0.6 133 05 5.9 5.1 3.7 2.1 1.5 12 3 0 + .8 0.8 .9 1. 15 20 3,1 6.3 5.6 6. 71 58 37 16 1.3 14 23 45 6A 5.5 3.] 2A/ .] 13 13 ',d 1.5 i. 12 03 O 2.0 0 O 0 1.2 .1 9.5 3.0 11.8 1.4 1 1.3 1.60 1.9 0.2 / 0.2 22 43 A.9 6.5 be + 130 f0. b. 5 22 1.5 1.2 14 17 29 1] 1J 1.4 1.4 15 1.9 26 4.0 3.8 26 I 0. \ O b.2 Z 64 102 1,d 1 10. 29 1 19 3.5 + Ofi b.b \ L- 0.) 10 1.2 .8 12.3 11 12. 2 'In ; 3.8 sA 3.] 13 31 3. 10 1.1 15 1.6 1.5 2.6 3.8 AS 5. 6.4 d 6, 26 14 .8 b. '0. ` \ \ L-4A 09.3 03 125 '132 1 A 6.1 48 5.2 '4.8 62. 62 `120 1 10.8 4A 5 05 b.3 \ \ 10 0.9 14 4.t 101 12 135 10. 8.1 6.3 6.6 6.5 5.5 3.4 1.] 1.3 1.1 1. 13 1.9 4 .d 1 11.3 12 10, 5.2 1] a, 0.5 0. \ \ 6 96 8.8 9 2A .0 1,.6 i2.9 b.fi b3 L-4A \ 1.0 0.8 10 1.9 39 33 '].3 66 ']2 63 19 12 10 b9 15 29 6.a 111 12.5 156 ;t.a 2.9 1.1 \ b5 0.9 3. O6.9 6.8 9z 11 11.5 L-4A 13.2 116 9.5 5 5 03 \\ 15 L1 i.5 19 29 4. 55 52 �/ 13. '2.] 12.5 ' ] 6.2 9 24 13 0.9 08 13 6 5.6 9.1 8 13 '12 A \ ;.0 ;. ' 313.1 13.0 +15. 0. 4.9 5. 0A 0.3 \ 62 3.fi 2.0 1.6 1.2 14 23 '.0 06 9 L-4A 14.8 126 b.t 2. 8:'] 44 28 1,6 1.0 09 1.5 8 3.5 2.] 1.3 O.i 2 A b.9 -0.4 b.a o.s fo0 6.6 4.3 2.1 1.1 b.9 12 23 42 >9 86 00 6:2 66 10.6 6.3 2.8 12 0] a] 1.0 1.] 1.a 12 06 .3 bA b6 3 L-4A 9.1 11.1 04.6 123 ] ° -4A o 122 b0 A.2 20 i3 1.2 19 2.2 29 5.3 56 14.8 12- 12. 4 10. 08 10 1.2 13 0.9 06 12 1L 12.9 124 13. 26 2.3 1.8 L- 4 1 0 121 11. 12 1.2F b.9 2. 4.8 32 4 0.3 0.3 9.6 13.0 .B 8. 4.0 3.5 1L 2 19 18 1.6 1.] 2A A. 15 30 12:0 5 i25 _ �2.2 1.] '• 1.1 13 1.3 13 ii 0.8 0.5 _ b.5 OB 3 0.5 \ \ `).9 6. 8.1 52 C3 A5 4. ' 2 '.a - ' 25 2.4 1.9 15 12.7 &5 1w ' 1$ _ 1.8 2.1 0.6 Sd 86 y 5.9 11.6 5.0 5.0 5. 6.t 4.9 3.8 13 1.9 1.9 21 SJ 6.5 4.4 3 .8 L_1 VA 0.] b6 / '6 +• + F-6 d 0 0 63 L_1 '6 2.9 40�16, 3. 2.8 - 0.8 b.6 + + PF-6 5.1 5. 6.1 54 5.8 s8 8.5 6.5 5.8 5.3 3.5 2 1.] 16 ' 3 .a 24 3 4.6 4.6 43 50 5] 2 5. '.d '. �'8. 6.9 62 36 2.0 20 34L 40 5.3 4.1 2.8 11 1.9 1.8 1.9 2.2 4. 5.D 6.4 4d 6.9 L-1 _ �09 + ++5 DF- -4A •] 22 ,.8 1.2 .6 - F-S 29 3.2 46 �A '83 8.0 bA A `I. 4.2 3.5 4] 4. 2] 2.1 1.9 11 2.7 4.5 53 ]2 , - 1.6 2 2.6 43 69 `].0 4 5.9 6.0 8 6.9 5.3AA 27 1.5 14 24 4.G 4.6 3] 23 22 24 3.4 52 6b ]4 4.1 1.5 0,9 1.1 48 4. 39 _1 -4A 13 2.6 38 .] 2.1 '.1F +d. 6.4 4] 3 1 'so '2 .0 23 9.2 66 5.4 3.4 2.5 2.6 33 5. 67 '] 1. 1.2 + ,+ L_4 <3 1+ + 1.3 19 32 6.1 1 2.3 5.8 A2 -�:, 2.8 34 1.5 13 17 4] L-4 6. 156 AA 3.0 29 A. bl +2S l.] 39 15 O.8 `i 2. 3. L- .] + + P 6.6 5 .] 32 36 2.6 6S 4.1 51 8.1 `6 0] 0.8 0. 16 1.6 2.6 8.0 S.0 4 ] 6J 5.5 23 1] 16 4'1 ].0 55 6.0 52 15 3.5 A.] 55 2,8 85 3.8 11 as bA 4 0 5+ 0 29 22 2. .5 5. 6.3 5. L-4A 6. 4] 36 4., 52 6.8 9, 0. 04 5.4+ OA 0. C 2. _ 19 1.3 20 .9 ' 1.4 1.5 2.1 AA VS/ 62 34 16 16 3.1 J.6 • ] 4.0 3.6 5.p O63 8] 8.9 26 0.9t- 18 4.3 411 L-1 -5 5 3.] Al18 19 32 4.8 5: 4. 3.8 3.9 5.8 6.8 80 L_4 oA 0.9 'i. t 0. 04 0.5 L-1 .0 +L-5 L- 25 1.3 i.] 2.7 2.1 1.0 1. 3 42 52 j.B 67 56 19 1s 22 45 4fi 3.8 43 6.1 `]2 bA 1 8 5.3 b.5 +b. e +0.4 � 3.1 16 1.6 1.2 1q 1.1 13 1 2 3.6 AA 46 A.9 6.4 BJ 8. .3 0.6 02 0.3 21 1.6 1.5 32 52 44 3.1 21 .4 1. 0 29 32 42 23 13 19 3S 51 52 60 83 102 '2 4.3 2.0 10 '.5 '] _ d. '.813 ']3 49 '4 1.5 12 12 1.3 1. 2.3 31 ) 6.7 6.8 84 64 162 3. b.5 bg 4.8 -5+ o 26 i.2 i.4 3.fi 1'0 6.4 46 3. 1 1.p 1.1 1.3 1. 25 12 A 25 i6 19 5.° 6.9 ']$ 2-0 '] `Ld `BOB '1.9 2 12 O.fi 1,8 .8 3 Ob3 L-4A .8 5.4 3.] .0 .2 .0 ' 2 1 3.0 3.7 '.a 8,2 .1 ']3+ '].9 1 el As 1.9 1.0 1.3 32 62 6J '.8 .8 1. '-0 y. 1.1 1. 3 '3 5.9 .0 6.9 23 15 1.9 4] 0] b. � .3 6 +L- 04 L-2 01 0 5 29 5.6 41 1.8 1 1. 4 2.4 4.6 62 L-4 0.4 9.6 9.7 03 0.9 6:3 _I1.3 0. .fi bA 0.1 ., » 1.1 0.7 b9 27 ]2 55 1d .fi 1.5 10 1.0 1.5 2.8 4.] 2 55 2.2 14 15 '53 'IO.B 1o.fi b6 '51 18 0.8 ' 3 '.8 '.3 1. 01 b., L-4A 2. -2 3.8 3.8 .5 1.2 9 b.9 +10 1.5 2.] A.6 8.0 6., L-4A 0. 03 11 0.3 6 0.1 b.1 0. - I ° L- 0.] 08 b.8 0.8 10 1.3 2.] 4.] .] 6J `L1 A. 19 12 15 .2 «J_2 TS.S 8.1 .4 1] 08 3 2+ 0.2 1.1 20 2, t8 1S 1.0 08 0.] 0.8 10 12 1.9 3.0 6.9 6.9 1):0 3. fi ' 9 6.0 23 1 2 3.6 4. G 0.6 0.6 0 9 1.1 1 2 .3 11 0.9 U.] b.] 6 b.] b 9 1.1 5 25 A.a a. 3. 1.6 be b.a 32 1.0 '05 + 1.0 10 1. a9 09 0.6 06 0fi 0.] +.0 13 .9 26 36 3.4 2, 10 12 1.4 19 23 26 be 06 b9 '01.8 2.d 2A 2 1.] 10 0.9 1.0 1 1. « 16 2.] b.1 11 - 1 0.6 0. b.1 2 0.1 2 L- 12 1. 1.0 1 1.2 1.9 1.] 1.] 0.9 b9 1.0' 1., 1.1 12 1A 1.6 1.6 ib 3 0.3 D 02 • 03 Ofi 0.0 10 14 0.9 1.2 1.2 13` 12 15 1.a 1.5 11 T b9 19 b.9 ;.0 1.0 ;o 9 08 04 b, b.1 On 0 6 L b.a 02 0A 2.3 23 1.5 21 5.0 6.1 5.3 30 22 1.6 13 10 '1 1.2 12 1- 0.9 -- 0.5 ' 0 2 b.I b.1 bt L-4A 8 e d 1 5.8 59 IS 3. , 85 ' 9 2.1 1.5 23 2.1 2.0 1.a '12 1.0 0.] 06 + O bz b1 5 1 ` `] 'J0 6.9 33 -� 6 5 1.4 1.4 13 1 26 3. 5.0 52 5 6.1 52 5.5 3.6 P.B 1 , 1. L-4A + 'S.5 so 9 5.3 5.1 3.2 2. 'is 1.0 b.9 1.0 1, 1.8 5 3.1 4.6 4 A6 45 + 2.8 2.0 1. 1.2 1.1 1 31 55 45 4fi 2.5 1.0 0.6 11 IS-2m 01 ' b '9 1. 6 4 6 4.6 4 3 ' 2 0.8 b.] 0.7 0.9 1.1 1.4 ' 2.4 `26 ] 2.4 21 1.5 ' ' `.9 0.9 1.1 1:B 3.ti 4.a %.2 fi.] L-4A 0.5 .3 ®03 • 0.1 O.t . o'03 .1 . 3 0 O ® 2 _ 26 2.] ].5 - ..3 10 b.8 Ise b.5 .fi 0.]n 9 1. 1.1 1.3 1 '2 1. 1 a.8 b] bb b. A A 3.1 58 5] 6.5 6.] 6A 2'I 5.3 29 b.9 0.6 0.] 1] 82 b.2 0I A.1 bd a'CA + IT L-2' Y L- b4 i� 3 5. 1.3 1.3 1-1 1.0 0.9 b:] 0.5 bA 0.3 b.3 b 0.4 .] a.] a.] OJ 0.] 09 0.5 0.4 0.5 .6 0.] 1.6 +26 d 46 5.2 5.0 5.9 A. 3.1 2) 02 0.1 0.1 b.i 0.1 0.3 0:5 L-2 6 M 0] 03 b.] .7 b. bA 03 b.2 b.2 02 02 03 0.4 o.d 04 }/ . bA / 0.4 bA b3 03 b3 b.0 B 1.1 1.5 2.5 3.1 39 45 2.8 22 1.6 1- A 04 'A bA 0.4 03 �.1 b.1 b.1 02 02 02 ` 12 02 02 °2 b.2 02 02 02 1.0+ 1.1 8 20 1. 1.2 1.0 b.) 4 02 m a 05 26 + b2 .2 b.2 b.2 b2 b2 1 b.t 0.1 b.1 oe De b.1 b.1 b .# b.1 b1 ,.+ ba b3 .) b.a o ; b.e b.] b.5 bA + %OG %x '.1 b.1 0.1 0.1 O.1 Dd 01 a.o 'A a-, 0.1 a1 0.1+01 01 01 ba `.y oa $., aox X dx o. 4 O.fi O.J bs `4 03 b2 o.I 01 _ + 0.1 b.1 b.o D.o .a b.0 0.�. b.o b.o Da a b. 0.0 b.D bo o.D 00+ °. + ' b3 a b b.z 6. 1 b1 b.o 1. 1 E � O.D o.0 0.0 0.0 0. 00 0.D 0.0 '.a 0.p o.D 0.0 0.0 0.o b.o O.D+ + .P b2 b.1 0.D b.1 0.1 0.1 02 o. 0 .z+ 02 0.1 b., 0.D .0 LL I + +. Lr) bo 0.0 00 ' 0. so o b.a 0 00 b.0 b0 o.o D.0 '.+ 0+ + + 0.0 0.0 b.0 00 0.0 b.o 0.0 O.o b.1 0., + 0. , `1 00 0.8 20 X 1.6 Ch Ch 2 + -eo' o0 o.° o zo.° 0 bo b.o o.D ' o o.D 'o° b.o o.a .o O.o b.a b.o 0.o 00 b.° b.o o.° 0.o 0o 0:a `oa o.+ ba 'a +. 0.° 2. 06 C14 + 3 3 2 L- 0.0 0.0 -i ' ' f'. o.o 'oa+'.0* o.a b.o 0.0 0o 0.0 0.0 b.0 00 0.o bo 0,0 b.o b. D.D b. * ' o.o 0 6.1 '., o.o 0.1 oA '08' 0.7 N N-1 1 5 310 . 9 +I 0.0 0.0 0.0 a. 0.0 0. 0. 0. 0.0 a.0 b + 3 0.5 0.0 bo 0.0 0.0 00 bo bo b.0 0.0 00 0.0 1L0 O.D 0.0 .1 ', 2 .8 0.6 b. 0.1 '2 .5 0.1 ba b.2 b 05 2 + �+ -2 4 9 1 2 L- b.o bo bo b.a o ba bo a.o bo bo b.a 0.o Bo b.o bo 10 bo bo b.o 0o b.o b.o b.a b.o b.o b.o b.° b.o 0.° bo b.p b.o b.o b.o `oo 0.a D.o + b.o b.o b.o b.o 0.o b.p b.o b.a b.a b.o o.o b.o b.o o.a b.o b.o b.o b.o b1 o.` '. b3 +'0,2 b.a O L- T 0.0 0.0 0. 0.0 0.o 0.0 00 a.0 .0 0.0 +0. + 03 0.0 0.0 0.0 b.0 0.0 0.0 bo b.0 o.° 00 00 o.o o.o b.o b0 0o 0.o b0 0.3 -. Do b.o b.o D.o o.o o. D.o +bo T or b.0 b.0 b.o 0.o b0 b.o 0.0 b.0 b.o 0.0 b.o '0.0 b.o 0.° 0.0 b.0 b.o 0.0 b.o 0.1 + ` 0., 0.1 0.o b.o 0 o b.o ,t) +` t� 0 0.° 0- b.o o.a .° a- bo R. ba +' + 0 D.o b.a o.a bo b.o b.o bo b.o 0.o b.o b.o bo bo 00 0a b.o b.o 0.0 00 '. L-2 *o D.o ATGHD \ L-2 + + o.° bo b.o b.° Oo III ba bo o.0 0o o.° b.o 0° b.o o.° b.o o.° .0 0.0 00 0 + + .o 'oD o Oo bo 0.0 + J: Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens D 18 RFX-2 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 0 15 PF-8 SINGLE 1.000 SM16-07-36D-827-03 521 [� 2 PF-6 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 0 12 L8 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 0 33 L5 SINGLE 1.000 MN-LED-e69-FL-12-C, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-MN-LED-e69-FL-1 484 F-71 40 L4 III SINGLE 1.000 CF5TAGF3NG250SE 10544 [� 39 L3 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 22 L3A SINGLE 1.000 312W1-HITW-EX-8X8_30K 276 0 104 L-2 SINGLE 0.900 El-S-24-3W 98 D 129 Ll SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 1 33 L-16 SINGLE 1.000 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 Q 10 L-12 SINGLE 1.000 GE LED14D OMNI 827-E27 1100 El 4 KFX-7 SINGLE 1.000 SM16-07-36D-827-03 521 El 5 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 Q 34 DF-S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 o-E 9 DF-m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 0 2 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 0 4 L-14 SINGLE 1.000 HW-012L5-035F-30K 674 2 L-16 - 2' SINGLE 0.500 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 1 59 L-16 - l' SINGLE 0.250 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 0a 0o MATGHLI o. 00 0.2 0.0 ,D b., 01 b0 0.1 .3 3 '.0 Oo -�' 0.1 02 oo b.+ 01 1 .1 a b.D '03 be 0.3 0 b.0 0 0.1 0.0 ' o b.0 b.o 0.0 0.o 0.1 b.1 0.0 0.0 bo An b.o b.0 bo b.o ad o.o o.o b.o bo 0. 0.0 0o 0 02 b.1 o.1 b.o bo 0D b.o o.o b.o bo 0a b.o b.a o.0 bo b.o b.o + * 0.1 0.1 0.0 `.o o.p b., '.1 0.1 00 0.0 0.0 b.0 b.0 0. bo 00 o-0 o.D b.p D.o o.o b.o + + '1 0.1 b., Od 0.2 02 1 01 0.0 00 00 00 0.0 00 0.0 00 b.D oa• 0A 0o Oo b.o 02 + 1.1 0.1 b.1 0. 0. .1 00 `.0 0.0 00 ' 0 00 0.0 0.0 b.0 b.0 0.0 00 b.0 b.0 0.0 + o bi 1 b.1 b '1 b o.1 De b., b. b.o o.o b.0 b.o b.o b.o b.o b.o b.o bo 0.0 b.o '.0 Do + + + + F �02 0.1 0. - i 0.1 b `2 0.1 0.1b0 0.0 00 0.0 0.0 0.0 10 0.0 bo 0.0 '0 0a b2 0.1 b. '1 b.0 b. b.a b .° b.o o.o b.o bo b.o D.o b.o a. b.o + + L 1 05 04 03 0. 02 b - S O.1 0.1 01 b.o 00 '0 00 00 0 00 00 Oo b.0 b.0 0.0 b.0 0 0o b `0.4 0 '2 0.1 '2 03 0. 0., 0.1 b.o bI 0 0.0 b.0 0.D 0.0 0. 'DO Oo 0.0 0.0 00 b. - b6 0.6 0.4 0.3 ; 0.+ 0. 02 0.1 0.1 0.1 0.0 O.p 0.0 io 0.0 00 0. LO b.0 0.0 OD 00 a. 0 0.1 0.1 bo b.a bo a.o b. bo 0.0 bo b.o I0 '0o bo bo ® b., 0.2 0.1 b.+ 00 0.0 'oD 0.0 0. b.0 b.o b.o 0.0 bo bo '00 bo o.o + 0 0.2 01 to bo 'oo b.o b.o bo 00 bo 0.0 10.0 b.6 b.0 b0 b.0 0. 0 bo *0.0 bz b.a 'a b.D 'oa o 'oo bo b.o b.0 b.D b.0 '°a a. 2 L-16 a. b .z .1 0.1 b.1 b.0 0.a 0o b.a 'oo o b.0 1.0 0.0 bo bo b.0 b.0 1.0 o.o 4 - _ 0.2 0.1 0.1 b., b.0 0.0 O.p 0.0 0.0 0.0 b.0 b.o 0.0 00 }0.0 0.0 0.0 0 - b.d Os. ba be ba b.o b.a o.o b.o b.o b.0 bo b.a `oa b.o b.0 .o _ \ b. 'o a 2 0.2 b.z 0.1 0.+ oa b-o 0.0 0.0 b.p D.o 0.0 0.0 0.0 'oo b.o 0.0 o b.a 01 Do a ez 1 01 0.2 01 oa be `°° b.D 100 a.o 'oo 110 0.0 b.o 10.0 10.0 100 `.° 'oo 1.0 'oa id • ,.® i t b _ 1 09 02 0.1 01 0.1 Oo 0.0 0.0 00 0.0 b.0 0.0 100 0.0 0.0 '0 0.0 0.0 0 0.0 6 0 OB o. .2 b2 02 bA b., 0.1 0.o b.o bo b.o b.o b.o b-o b.o Io b.o a.o b.o b.D o Do / 0, b .1 b.z 02 b2 Da De o.o o.o o.o b.o b.0 b.o b.0 b.a b.o b.o b.o b.o b.0 ' o b.o D.o - _ 02 / .1 13 02 b.1 0.1 b-0 b0 b.0 bo b.0 0.0 b.0 0.0 ko Do 0. bo D0 .0 Oo 0. ' - b.a I ' / I o. , b.1 b., ', D1 01 b.+ b.o o.o Do bo 'oa b.o D.a + o.a b.0 0. ' 0 0. 00 ".o 0o b. b.0 - 1 , 01 De 0.1 b.t ba D.D b.o b.o o.0 0o b. oo b.o a.0 b.o '00 ao '.a bo '.0 b.0 2 b.+ 0.3 02 0.1 b.1 0.0 00 Is 0.0 +10 0. '.0 00 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 W S DF-S - I o.3 b., b. III o.1 b., b.1 a.o b.o b.o o. D.o b. '.o 'oo '.o bo 0.0 '00 'oo Do 0.0 b.t 01 0.0 ).1 b.1 00 b0 0.0 0.0 b0 b0 0.0 0. O.p 0.0 0.o b.0 b.o .o ao 0.0 0.0 / b.1 '., 0.0 0.0 '01 0.+ b.o bo bo bo b.o b.0 b. b.0 '9 ao 0.0 '0 00 00 'o 3 b.z L-1 'oz 'oa 'oo o., 0.0 0a b3 b. be 01 0.0 o.0 b. b.o o. b.0 a.o � ' a b.o 00b.o b0 O.D b.1 b.1 b., b.0 b0 0.0 b.0 .0 b 0. bo 00 00 b0 b., o., t 0 a b, .a o.o .o bo .o a bo b.o 0 00 d a.2 0.1 '.B I'_ 1 0.1 '0o b.D b, 05 b2 0.2 01 0.1 0.o b.0 bo bo o.o o. b.0 b.0 0a ae 0., be 0.1 0.0 o.o o.o b.0 b.0 .o y, 0.0 'o Do 0.0 0.0 0.0 bo ., � 0.1 0.0 a.D bo bo bo b. 0 00 0.a bo b.0 _ 2 b.z b.z b.t ' , b.z ba o.1 L-1 el °. b.o D.o o bo � ' � a 1L0 0.0 b0 b.0 03 a i L_3 'A Od b., 0.0 b.0 0.0 0 0.0 o 0.0 b.0 0.0 0.0 0o '3 ' 1 Io 0.0 0.0 O.a b0 0 0.0 0° 00 '0.0 bo - 25 12 %� 02 r L-2 L_ 0.1 0.1 T - / + a b.o D.o b.o b. 0o b .o b.0 .° 0.0 b.0 2. ;.L ./ 5 b., be 0.1 b1 b.2 bA DF + b] b L-3 2 0o Da a6 O' 0.0 «°o '00 a 23 02 b.f b1 0.1 I2 L-2 5.e 6.e 0.0 bC 0.0 .0 0 a.0 0.0 22 1.6 0.0 0.4 u Od 01 0.1 02 0.1 b., L-2 p /b.0 03 0.1 .1 b.0 0. 0 0 .0 OD 00 28 3 bA b.2 02 0.1 a1 0.1 0.1 0. D -S 0.6 b.+ b.o L_3 b.a 0 0.0 .o .D o0 0 02 .1 b1 0.1 I,_2 d.] D.e � ` i9 b.t b. o.o b.o b.o D.o 0.a 3.] 2 DF-S 13 0.8 5 08_112 0.1 0., 02 a.1 O1 P b9 b.1 1L , 00 bo B.o b. .° b.0 1.6 1,1 08 05 0.5 L-2 b.z 0. 02 0.1 $. L- 1 .2 Do b. o jo.o 00 .0 00 ;.I r- '2 b. I 0.0 0.0 0.0 b.0 0.2 1 \ 1 1 ` 0.1 0.5 b.8 .0 L_ ° O J '0ry / 0.0 0.0 0.0 '2 `os 'a oD b %.o bo '°. b.0 05 '0 '6 01 -2 I +a 02 b.2 0.3 0.4 0.2 .0 0., 0. 3 0.0 0.0 bo b. + a3 b.d b.fi L 3 ' - ` 02 b., 0.1 b, b., b. , b.o 0a 1 b.1b.2 02 a.0 '0a bo b6 3 ` 4 02 04 0.1 0.1 b.1 0.0 `00 00 O.o 0.0 0 Oa b., 0.0 0. ' 0 0. 0o +y L- b.z 01 0., b.1 b.o b.o b.o bo bo b.1 2 0.0 ' 0 �0.0 0.0 0o b.3 0.6 1. +T 02 04 04 0.1 b.0 0.0 OA 0.0 0.o b.o Od 0. 0 30 0.0 0. + b.1 b.1 b.1 b.0 b.o b.o bo b.o b.1 0.1 I ° 0 00 100 0o 2 0.3 -3 o.+ '01 01 b.1 b.o b.o 0.o 5. 0.a bo b o ' 0 0 '00 0.5 , b.i b1 b.1 bo b.a b.o b.o 0o 0o b.o 0.1 I b.a .° b 0", a.o b.0 ' 0.1 0.1 0.1 0.0 0.0 0.0 0.0 OD O.D 0.1 0.2 b.0 .o b0 'as 00 0.1 0.1 00 0.0 0.0 0.0 0.0 0.0 00 0.0 0.1 00 0, 0., .0 00 o 00 0.1 0.1 0.1 'o0 0.0 0.0 '00 bo o I b.t b.a ' 0 00 �O ° ` oo 0z D.z 0 \ b-, be o.1 D.o o. 0.0 b.o '00 6.0 0., 'oa .° `oo b2 ba °.° ° ba bo ca bo L-3 Oa oa b.+ b.o 'oo $.D b.o b.a b.a oe Oa D.D 'oa b.o ° o j o ' 0 'oo 'oa °o.z 'oo ' J Oa b.1 ba oa b.o b.o o.o b.1 0.0 a.6 b. D.o o 2 _ 3 02 0.1 0.1 0.1 b1 0.0 0.0 b.0 0.0 Oo 0 '0.1 00 00 V0 0 00 0 0:01 01 0.1 02 0.2 ., b.1 b., 0.0 0.0 bo 0.0 00 0., 03 / 0.0 00 ' 0 bz 0.0 0.0 bo 0.0 0. '�1 bo ' -3 , 0.2 0.2 0. 0.1 0.1 b.1 b., 0.0 bo0.0 00 0.1 b.a 0.0 0.0 0 00 0.0 0.0 b.0 00 ` .0 2 b. 02 0.2 0-1 01 0-1 0.0 0.0 0.0 00 b Od b0 // 00 0.0 00 00 0 TOO D0 00 00 0' b3 0.2 b.1 0.1 0.1 0.1 00 b.o 1L1 b 00 S.0 00 0.a 0. 0.0 00 00 1,� MAT GHLINE 6 .0 L-3 .0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Accessible Pool Path Illuminance Fc 1.27 3.5 0.4 3.18 8.75 Cabana Stair Illuminance Fc 2.36 5.0 1.4 1.69 3.57 Car Dropoffs Illuminance Fc 0.28 2.6 0.0 N.A. N.A. Fire Pit Stair Illuminance Fc 11.85 14.6 9.1 1.30 1.60 Firepit Area Illuminance Fe 1.58 2.5 0.5 3.16 5.00 Flat Egress to Monumental Stair Illuminance Fc 1.43 2.4 0.8 1.79 3.00 Flat Egress to Monumental Stair Illuminance Fc 1.44 2.9 0.7 2.06 4.14 Golf Terrace Illuminance Fc 5.02 14.6 1 0.0 N.A. N.A. Golf Terrace Egress Stairs Illuminance Fc 8.18 21.3 2.4 3.41 8.88 KH Grand Stairs Illuminance Fc 10.96 24.0 1.9 5.77 12.63 Landscape Illuminance Fc 0.81 90.4 0.0 N.A. N.A. New Guest Wing Egress Stairs Illuminance Fc 10.34 22.1 1.9 5.44 11.63 NGR Stairs Illuminance Fc 2.35 8.1 1.3 1.81 6.23 NGR Stairs 2 Illuminance Fc 1.90 3.4 1.0 1.90 3.40 Oval Stair Illuminance Fc 0.83 1.4 0.4 2.08 3.50 Parking Lots Illuminance Fc 2.75 10.0 0.4 6.88 25.00 Pathways Illuminance Fc 1.27 14.7 0.0 N.A. N.A. Pool Deck 1 Illuminance Fc 1.89 5.1 0.5 3.78 10.20 Pool Deck 2 Illuminance Fc 1.35 3.8 0.4 3.38 9.50 Pool Deck-3 Illuminance Fc 1.71 4.2 0.5 3.42 8.40 Pool Egress Stair Illuminance Fe 14.02 25.4 2.8 5.01 9.07 Pool Pavilion Showers Illuminance Fc 1.76 2.1 1 1.3 1.35 1.62 Pool Pavilion Showers 1 Illuminance Fc 2.38 2.6 2.1 1.13 1.24 Pool Stair Illuminance Fe 4.23 9.4 1.2 3.53 7.83 Pool Stair 2 Illuminance Fc 5.90 13.4 1.7 3.47 7.88 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. RB Stairs Illuminance Fc 3.46 11.2 1.7 2.04 6.59 NELSON BYRDME WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J J i 1r o J �7v 0 - p M ,y N < V ~ U _ U J o J o (D <( } Z LL Y O } Lu U Lu W Z Z 0 Q J Lu a U QLn ^' Ln Y QLLI W a H Y V M H LU 03 v N NO. Date Issues/Revisions 1 03.09.18 100% SD 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26.19 PERMIT REVISION 7 10.02.20 PERMIT REVISION STAMP JOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: SEPTEMBER 14, 2018 SCALE: 1 11 16 - - 1 DRAWING NUMBER LC 03 MATCHL I NE O6 .0 b.o b.o o.o 10:0 0a as o.o / 1.0 .0 0.0 a.o b.o b.o u 4_ _ ao a.0 GHLI - d . 03 1.3 - 4A b.b b. O.e a.8 0.6 5.5 0.5 a.e 1.1 1.6 23 10.] 1 12.1 128E ' .3 6.9 66 L-4A _ 5.] ]4 L, 96 a.8 b9 8 08 63 22 33 13 '14 2.2 6 +o. + 1.3 25 4.6 58 0.6 0.4 A 00] 5 0 .0.] 0.6 1.3 20 2.fi. 3. 102 11.d 11.9 1 &0 6 'a.1 b.o b.o b.o .9 0.o 1 a 1L .o 'o.o ' a b.0 b.o o.1 .1 b1 1 1 1 i 1.2 2.3 4.] ' 6 .4 /'0.1 .4 0 5 0] b9 a.] b.] .8 1.1 1.5 23 O 3.6 4.9 OB 13.3 8.5 5.9 b.t 3] / 1 + 'o:o o.0 00 o.a b.o o.o V + D.] 1.2 1A 9 0.*0.5.1 5.8 3] i8 1.3 '14 23 6.5 �` '.a 0. a:0 0. .0 0 0.0 + 0A .0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 .1 1 0.1 .8 0. 2 0. •. 1.1 1.B 32 4 5:0 5.8 82 &3 0. 0.4 .5 0.6 0.] '.8 8 '.B 1.1 1.5 20 3.1 4.3 S.a 6. 6.4 5.5 3] 2d-� / b.o bo b.o b.o 0.o bo .0 0.0 0.o b. oa b.o b.a 0.o bo 'oa b.o `oa a.o +oo b.o o.o b.o t a. a 01 +' �+ 9 i.5 26 2 b.e 'a.] 4.1 2.5 i. `05 b,7 10.8 2.a :o O'a.a 5.2 a o.5 3.o is oa o.o 0.0 o.o 0.0 0.0 + + 09 D.5 1.3 b.9 i. 2.2 + 6 ' S 22 1.5 1.2 14 i.] 29 3] O.o 0.0 0 0 0.0+ 0.a 0.0 0 0' . 0.0 '.0 0.0 0.0 0 00 0.0 0.0 b.0 p + T0.0 0. 0. a i. 1 B 26 3.8 9.9 3.] 3.1 1 9 1.] 3.4 2O 26 4.3 4.9 8.5 6.6 13a 10. t7 / b.o 80 b.0 bJ)+0z b.o b:o + b.o o.o b.o b.o b o.o b.o b.o .o .o b.o o. b.o o.o b.o o.o b.o '.o b.o b.o .o o. .o o b ' 2 o.a i] 3.z 33 3.2 $1 8 i.e 'ss 52 Z 6.a 102 i1.1 m 1 io. ie o.o o.o o:a o.o o.o b.o + V+ L- 1.1 a.9 is 23 1.4 1.0 12 3.t 1.0 1t 1S 1.6 1E 0. O.o 80 0.0 ' 0.0 OA `.0 0.0 � � B.0' O.o a. 0.0 0. 0. 0.0 0.a 0.0 50 '. 0.0 OA 0.. 0.0 0. 0.3 0.2 .3 0.6 � 0. 0 1./ 21 3.0 3.] 3.3 23 1 2 4.1 2 0.1 8.3 '.e 123 11 12. 2 12.a 1 S.8 `56 3] 3.3 3. a.o bo b.o o.a to 'oo I L-4A o Q 0.0 b.D 0.0 b.0 b.o 0J) b:0 4.o 5.0 O.a 0 5.0 0.0 0.0 0. .0 0 B.0 5.0 0.0 0 0.0 0.0 b. b. 6 5.8 23 3.8 3.B d.0 3.5 23 : .0 5 14 2 125 13.2 1 .4 B.3 8.1 ' 8 52 4.8 / /,.,o a.a a.a oa 1.6 1 A 31 i.] 1.00.9 14 6.1 6.5 36 1.7 i 3 1.1 .0 5.0 00 b.o 0.0 b.0 0.0 0.0 .0 OA '. 0 00 `O (1 00 0.0 b0 0.0 a 0.0 0.0 0.0 0.0 00 .0 0.1 0.1 0 0.3 0. 0.8 1.6 `24 `38 8.0 b5 8.2 3.] 4.a - f0.] 12. 13.5 f0. &1 83 b6 8.5 b.o o.a + L- :0 0.0 b.o 0.0 ba 0. b.0 + 00 .0 b.0 0o b.o 0 bo 0.0 Vo 0.0 1L 00 1.0 00 b. 9 .1 + + 3 .8 1A 2] 6.8 o.e 5.0 4.6 4.9 6.3 5 6 b.8 6.B .9 o.D I, + 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 0.0 0.0 0.0 0.0 0.0 O.o 0.0 0.0 0 0.0 00 0.0 'e. .0 0.1 0. +. 0:8 2] 42 5.d 5.5 5" 6.9 'd ] 21 1 3 '2 52 52 `1 0 0.8 1a 1 9 `3 9 b3 53 8.6 52 83 6 5 0.0 b.o o.o to + + .o b.o as b.o b.o .0 5.0 ':o b.o o.o b.o b.o .o b.a .o o.o b.o o.o b.o Vo b.o. o.o a.o b.o b.o 0.0 b ba b.o .a -4A .¢ 0.0 b.o a.1 OS + � a.0 12 25 `4:8 5.2 6 5.8 6.8 20 '6O.] 0.9 6.8 82 11 11.5 L-4A 0.0 .0 0.0 0.o 0.0 ` + + 6.1 3.9 i.] 16 '3 1 O 38 1.5 1.1 1.5 1 9 2.9 62 .9 26 13 '0 5.0 0.0 b.0 0.0 0.0 .0 5.0 0.0 �b.0 0.0 .o 0.0 0.0 00 b.o OD 0.0 0.0 b.0 Oa 0.0 0.0 b.0 0.0 a.0 0.0 b.o 0.0 0.0 00 a:o 0. 0. .D a.1 0.6 0.] 1.1 1.] 3.3 4.9 6.5 5.d 3] .e 3.5 2] 25 '4. 55 52 ` T 0.0 b.6 0.0 + b.o b.o b.o b.o 'oo b.o b.o 00 5.0 '.o b.o b.a b.o a b.o 0.0 50 0.0 00 'oo bo b.o 'oo bo b.o b.o b.a to .o ` bo b2 A +'a .6 oe is 4 4.3 5.1 0. a] 3.] b.o 5] 3z a b.t 3 .0 3s 4.t'o- 0.0 +. L 0.o oa 0.0 a.0 a.0 a b0+ b.o a 0. b.o 0.o .a 0.0 o.o oo 0.0 00 a.0 b0 Oa .0 0.o 0. 0.a a b.o 0.o O.o 0.0 `.0 00 a0 b. 3. 02 O.fi 0.9 1.fi 2A 49 4.] 5. 66 6.2 2fi 1.6 1.9 25 2] a O 9 5 62 3.6 2.0 1.6 12 1.4 '23 '.p `4.6 9 L-QA ida 12.e o1 5 ] '4.4 'z0 i6 / oa b.o o.o b.o o.o :o b.o b:o o.o o.o- b.o b.0 b.o b.o b.o 0o b.o o.o b.o o.o b.o 0.o bJI b.o b.o b0 b.o b.o to b.o b. '.o .0 1I b.0 �11 0. b: .z 10.4 b] 1.1 16 z.d 63 53 26 3s '4.9 6: 'oa 6a 6.a 5:5 + ' +. 5] 36 20 '8 16a 66 4.3 2.1 1.1 09 12 23 4.2 5A 66 63 29 .0 0.0 00 O.o '0.0 b.0 0.0 Bo a.o 0.0 b.0 0.0 .0 0.0 0.0 0.0 0,0 0.0 '0.0 0.0 b.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0,0 0,0 '0.0 .0 b. 0 0 0. 0. 0. o. 0 8.3 a.5 0.9 1.3 24 3. .0 20 29 A5 57 1.1 b.0 8.2 8.6 mti b.o o.o b.o 'o0 b.o bo .o b. :o b.0 b.o o.o b.o b.o b.o o.o b.o 'o0 b.o b.o b.o b.o 0.o 0.0 b.o b.o elo o.o a.o b.o b.o o.o to `00 b.o ..o b. ba o. o. b.o 1 b o2 bs o.] i.1 's z2 3:1 4A ] izs i3. L-4A o.1 11.1 pd.6 123 ] ELEC METER 0- 10 c`) O CV O CV O 0 U �; T N MATGHL NE ui �I U J J c O C t U U) C �3 O N O 00 U 2 _Y -4A 0.o b.o '0 a. %`ob 0.0 A 0. '00 b. 0.0 0a 0.0 b.o 0.o b.0 0o 5.0 0.o b.0 0.0 0.0 Oa 0.0 0.0 0.0 0.0 'a 0.0 0.0 0.0 0.0 00 00 0. 0.0 0.0 a 02 0.3 0. 0.8 i 1.8 3A 4.4 52 21 14 15 2 3.6 5.2 122 00 J2 3.0 13 1.2 1.9 22 29 5.3 68 1q8 +112.7 1E. .4 f0. 6.5 0.o + 'aa b.o b.0 b.o 'oa .o 'ao b.o 'oa 0.o 'oo b.o b.o b.o 0.0 0.o 'oa 0.o 0a b.o bo b.o `oa b. b.o 'oo a.o b.o a.o o.a a.o o. b a.o i.] a.o o. o. o., a.a o. b.J is i.5 ] 5.0 'sd S.a 4 3.0 -4A izs 12.1 i3: 2s 23 ;. L-4 i 3 iza i1. iz- 1 L-1 5. b.0 0.0 0.0 0.0 5.0 0.o 0.0 0.0 00 0:0 '00 5.0 0.0 5.0 '00 0.0 Oa 0.0 0.0 b.o 0.o b.o 0.0 0.0 0.0 a.0 00 .0 0.0 b.0 '00 a.0 Oa 0.a 0.0 a.a 0.3 0A 0.0 .0 0., a 1) 0. «12 2, SJI 5.3 6.5 5.fi 0] 1.5 1.2 20 4J 06 13.0 ' :8 6. 4.0 3.5 36 t9 1.8 i8 `1.7 2A 4. 55 30 120 5 O 12b 68 8.a o.o b.o 0.0 b.o o.o b.o b.o b.o 0o b.o - b.o b.o b.o o.o b.o o.o b.o 0.0 b.o o.o b.o b.o b.o o.o b.o o.o b. b.o b.o ao a.o o.o .o b.o o.o o.o o.o b.0 b.o b. 0.1 '01 o3 b.4 o.s. .9 1.5 2B .e 5.0 6.3 18 ba 5.9 6. 6.1 5.z 43 4.5 '4. '.z 12] 8:5 5.0 0.0 5.0 '00 O.o 0.0 0.0. 0.0 0.a a.0 0.0 0.0 '' R 00 0.0 '0.0 0.0 0.0 5.0 a.0 O.o 0.0 b.0 0.0 *o.o B.0 b.0 0.0 0.0 00 a.0 '0.0 0.0 a.0 as B.0 b.o 0.0 0. a.i '0.2 +0.3 0.0 b.6 1:0 i1.e 6.6 5.6 .3 4.8 3.3 29 i.fi 25 54 8.fi .8 5.9 58 5.o S.o b. 6.1 a9 3.8 23 t 9 1.9 23 5.] 6:5 4.4 0 8:3 L-1 0.a b.0 0.0 5.0 0.0 b.0 B.0 b.D 1I.0 5.0 0.0 b.o 00 o.o b.o O.a b.0 0o b.o 0.0 o.0 B.0 ba 0.0 b.0 B.0 o.o 0.0 o.0 o.o o.o 0.a .0 0A b.0 b.0 0.0 b. 0.0 0.1 0.1 52 0.3 .4 0.] 1.1 .] 25 2.8 3.0 35 3.2 25 1.5 5.1 5. 6.1 54 5.8 5:8 6.5 6.5 5.8 5.3 3.5 2] L-1 00 00 Oo b.0 b.0 00 to 0o b.o 0.0 0.0 00 Oa 0.0 0o bo 'o0 00 00 o.0 00 b.o 0.o b.0 .0 0.0 '0I b0 0.0 Oa ba 0 0. 0.0 .0 0.0 '00 o 0A b.1 03 0.5 OB 1.0 1.4 1. 20 '22 20 4 1.0 0.8 12 1A 24 3 4.4 4.6 '1.3 5.0 5.] 5. 66 62 36 2.0 10 3A '40 53 41 -4A as bo o.o b.o o.o b.o 'o.o b.o 0.o b.o oa b.o o.o b.o *o.o b.o a .0 0.o b.o o.0 5.0 00 b.o 0. b.o bo b.o o.o bo a b. o.a b 1 b.o 0.o b.o a.o b.o b. oa +. bz o. bs o.i b.e i2 i. 1.0 oa b.] 0.8 12.9 32 4.4 5., 113 60 6.6 5.a 5. 4.2 3.5 L-1 i.1 16 4 5.3, 2] 1s 1A 24 4.s bJI 0.o o.o 'oo b.o 0.0 0.o o.o o.o 'oo o.o o.o b.o o.a a:o 0.a b.o 00 o, 'oo oa b.o o.o '.o a.o 0.0 0.0 0 0:0 03 b2 1&}o.z o.o O.o 0 a.o o.o o.0 0.1 a.1 '.4 .a o. '.6 b.J os o6 0.6 a.e o.J ':e 2e ba 'e9 5.0 ., 's.9 00 6:9 a:B �, + « 4.B 6. 39 -1 b.o b.o. ao bJI o.o b.o b.o b.o as b.o b.o b.o o.o b.o as b.o b.o o.o o.o a.o b.o �. 0.0 o.o o. a.o 03' b2 b.o o a. b.o b.o 0.1 5.1 02 52 oa b. 4 b. a4 b.a b.a 5.5 o bJ b. 2.6 :e .] 5.1 y ,: 4.4 4.] a 1 .0 23 02 O L-4 4.3 5.0 `.z 08 1.0 13 1.9 32 61 34 t5 1.3 1.] 4J o.0 0.0 0.o b.o o.o b.a 'oa b.o 0.o b.o b.o b.o o.a b.o o.o b.o o.o o.o o.o b.o 0.0 .o o.0 00 .0 0.0 0.1 b.o o.o `0 `oa Vo .o b.o b.9 ba .1 o.z b o z b.z oa .6 0s E.6 1 53 5a 42 � 2a .a .5 4.e L-4 b.o 0o to b.a b.o bJI b.o 0.0 50 0.0 00 'oo bo b.o o.o 0o b.o b.o b.o b.o b.o 5.o b.o 'oa ' o b.o 0.0 0.0 bJI o 0.o b.o b.a oo a1 b., b.1 01 b. be b.z 0a b5 b] 6.a 5 ] 35 21 2, 1 'o.o b.o o.o O.o o.o a.o 'oo o.o oa a.o 'oo a.o 'oa 0.0 'oa o.o 'o.o b.o o 'oo o.o b.0 0.. 'oo o.o o.0 0.o a. 'oo o.o oa 1L oo b.o .o o. b. b.1 b.z o3 0.5 a.8 1.o to z.1 1.6 1B 26 &0 So 4 ] , e 's] 'S.5 23 i7 is 4.1 5.0 2.9 2 2 b.o b.o b.o o.o b.o o.o b.o 0.ob.o b.o b:o o.o b.o o.o b.o b.0 b.o b.o 0.0 b.o b.o. b:o .o o. 0.o b.o 0o b.o 0. b:o bo o.o .o '0. .z 1 b.s Vo ,A 1.9 1.7 1.8 5. 15.3 5. L-4A U 4. 2. _ b.o 0.0 o.o o.o 'oo b.o b.o 0.0 a.o '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. b.0 o.o b.o 0.0 O.D o.0 0.o o. 02 ao 0.0 ^'0.. b.0 0 0 0. 0 b.o 0.0 3 0.8 1.2 1.9 28 3 ] 6 1.3 2.a d d 1.51 21 4., '5.5 s.z 34 is is 3, 5 6 L-1 0 + 3.8 4.3 4.1 L-1 ��$' W b.o `oa b.o b.o b.o b.o b.o o.a b.o b.o b.o o.o a.o b.o :o o.o b.0 oa a:o 0 00 ' a b.o o.a o o.o .0 2.5 'oa b.o 1 .0 b.9 b.o '.o b. o.0 5.1 os a b. i.b 26 3.] 5.8 3. 23 1. i 1., i3 1.e 32 4.a 5. 0 3.] <e 'oo a.o o.o b.o o.o o.o o.o o.o b.o o.o o.o b.o 0.0 0.0 0.0 0.0 a:o 0.0 0.o o.o 0.0 0.0 L o. 03 a. 'oo b.o 0.0 0.0 0.0 0 .0 0.0 ae o. .3 o.e b.9 3.9 a.e b.9 6, 2s i3 1� 2] 2, 1.0 i. 3 4.z 52 S.B 8] L 1 6 0.0 'oa b.o ba a b.o 'oa b.o 'oa .o 'oa 1I b� a.o 0.o b.o 0.0 a.o 0a. 1 o 0a .o '00 0 .9 '03 0.0 a.o 'oa 0.o ob0.5 . b.o a: + . 1, 0.1 0.z 3 0.9 1.9 4.0 51 63 -4A 3A 2.6 1.6 1 'i.z ' i.1 13 i .z 3.8 4.4 O + b.o 00 b.a as o.0 0.0 o.0 0.0 Oa 'o.o a.o b.o b.o 00 b.0 b.o 0 0.0 .a ao 0 0.0 1 0.1 b.0 b.o b.0 0.0 ao .0 b '.0 b.1 +0.2 .5 .9 0 '4.1 5.4 .7 5.4 2] 1.4 15 32 5'z 4A 3A 2.1 '.d 1. ' a 2.9 3.2 0.0 b0 o.o b.o b.0 b.o 0.0 bo 0 b.0 b.0 b.0 o.0 b.0 o.0 b.0 b.0 bJI o.o b.0 b.0 0.0 '.0 0.1 b.o 0.0 0 0. .0 00 0.1 0.5 1 !Iz i 6.5 5.3 49 A 1.5 12 1.2 1.3 1. 23. 3.1 L-1 + 5.9 26 12 ib 38 50 00 '00 '0.0 0.0 b.o 0.0 .a 00 00 b.o 0.0 00 a.0 '0 5.0 0.0 O.o 0.0 0.0 0.0 0.0 a.0 '0.]�" b.t � �0.0 0.0 a.0 b.0 0. 0.0 0.1 0.3 0.5 0: 1.5 !1'4.5 63 Oa 48 3 1 16 1.1 1.3 1. 25 32 6 � L-4A 'o0 5.o b.o b.o 'oo b.o ao a.o 0.0. A b.o 0.0 0.0 b.o 0.0 B.o 0.1 0. b.1 0o b.o b. b. 5.1 of b.3 b.e b.8 '2 i.e 2 4., .8 'sa 3] 0 12 0 `.z i 3.0 37 .a L-1 0o b.o o.o b bJI b.o b.o b.o o.o oa "o0 0.o b.o o.0 00 J..o.o bo o.o 'oa 'oa b.o 5.0 o.a o b.o b.o b.2 0.4 0.6 0.9 13 2.1 28 o.z i.9 '1.0 13 32 6.2 57 ".e :e 1 `.0 +ie i. 3 "3 X9 .0 O 0.0 0.o 6 b.o 'o.o b.o 0.o b.o bo a.o o.o bo 0.o b.o ao b.o 0.0 0.0 o.o 0. o, b.o b.o bo o.o b+ o.o b.2 b3 bA 0:7 i.o 13 20 S9 5A 4.1 1.e 1. d 24 4.6 52 0.0 00 O.o 0.0 0.0^ 0.0 0.0 00 ' 0 0.0 0.0 0.0 0:0 0.a 0.0 00 0.0 O.o 0.o b:0 00 0. 0.0 a.o 0.1 0.1 2 0:3 0.8 0.8 1.0 1'5 i.t 0.] 0.9 2"] 52 5.5 3,4 8 +1.5 1.0 1.0 1.5 28 4.] '2. 'S5 2.2 i.q 1.5 53/ V ] L-4A -` o.o a.o o.o b.o b.o b.o b.o ':o b.a b.o o.o b.o o.o b.o o.o b.o o. b.1 0.4 o.o b. .1 b. b a3 b.6 3.8 '.5 12 0.9 1IB 0 11.5 27 4.6 I� 0.0 b.o o.o 0a o0 to o.o b.o 0.0 0.0 ao Oa 0 b.o b.1 0.0 Oa 00 0.1 b 0. b.5 o6 03 0.7 08 1.0 0.8 03 1. 13 27 4.7 6.7 69 5., 4, 1.9 12 15 0.o o.o to oa o.o 0.o b.o b.o bo 'oo o.o b.o '00 11.0 1.1 b.1 1.1 0.1 +03 b.a a5 b.6 a6 1.1 2.0 2.1 1.B 1.z i.o bs 07 o.e i.o 11,2 1.9 3.0. 4.9 6.9 5.0 t 6 O 2.3 12 a. 0.0 '.0 'o.o 'o.o a.o U0.o bo b.o ba b.1 b.1 o.1 0.1 0.2 02 10.2 5.3 DO 0.5 0.5 06 a.6 b.9 1.1 1.2 3 1.1 0.9 '0.] '0] ' 6 b] 0.9 1.1 5 2.5 *4A4. 3. 1.6 09 'Z 1.9 .0 0.0 b.0 0.0 a.0 0.0 b: b.a b.0 .i OT 02 02 0 5.3 b.d 0.4 0.8 1.0 1.0 1. b9 b.e 0:e b.6 0.6 .] 1.0 1.3 '.9 2.6 3.6 3:A 2 1.0 12 1.4 0,0 0.0 '0/.0� 0.0 0.0 0A aA L_1 0. 03 03 O.q 0.6 '.5 O6 OB 0.8 '0 1.1 `.1 to 09 '0 00.6 b.6 0.8 1. 1.2 1.3 1.5 1.8 `2 26 ' �J is 0.9 1.0 1 b.o 0.0/ b.o 0.0 b.o 1.a i. i2 is i.o 1 11.4 1.4 i.2 1.4 1.7 1.7 09 0.9 i.o _. T 0.0 '.o O.o 0.6 to ' 1 09 1.2 1.2 1.3 12 1.5 1A 1.6 1.5 1.1 0.9 , b. 0:9 09 0. b. 1.9 23 23 2.1 5.0 4.1 53 30 22 LB 1.3 to .1 O - O L-4A 62 58 9 SA 3. 6 ' 9 2.1 15 23 2.1 2a .1 T d.6 5z 5 5.o 6.9 5.3 .6 5 1.4 1.1 01.3 1 26 52 5 8.1 5.2 VS 3.4 `2.8 O L-4A '5 `' \ 32 53 52 6.0 ,.9 5.3 5A 32 2 1.6 1.0 0J) 10 1- 13 31 4.6 4.fi 4.5 3¢- 26 20 1. 12 1.1 1 r !;,� .] 24 3.a 4.5 46 4.6 4. 3 29 1. '2 a.0 b3 b:] 1L9 1.1. 1.4 2.4 2.6 .] 24 21 1.5 +A `.9 b.9 1.1 1: 3.1 bd 5.2 .] O0. t \1 1.0 1.4 20 25 28 '27 25 2 1.3 1.0 0.8 0:5 05 '.8 0:7 1.1 1.3 1 .2 1. 0.9 10.7 0.6 +0 .8 .4 3.1 68 5.7 65 53 b. 10 R 1.3 1.3 1.1 1.a a.9 b.] b.6 10.4 1.3 0.3 0 b.b .z b.] b9 0] b.] 117 b.5 :4 b.6 .6. b.] 1.6 28 d 4.6 52 j � 1 b.d 0.7 ] OJ 119 '0.7 a] OJ a. Od a.3 0.2 0.2 02. a2 0.3 1.4 .d ' 11.4 a.4 .d 0.4 0.3 0.3 a.3 OA `. '8 1.1 1.5 25 'd + i b- bA b.4 a4 aA b.4 A b.4 bA 03 - b '.1 b.t o.1 b2 b2 bs b2 1.2 b.2 b2 b2 02 10.2 1b.2 'n b.5 .a 1a+ 1.1 8 , i/ 0. 0.2 0. a2 .2 0.2 02 0.2 0.2 .1 0.1 0.1 0.1 .1 +h a.i 0.1 0.1 b.1 b.1 +0: + b.3. 0.3 '.] 'as + + - 1- 0.1 b.1 0., A b.1 b.1 b.1 of b.1 0.1 bJ) .0 1" b.t 01 b.1 + 0.1 bA b.1 0.1 .; 0.1 + + a OJI OJ; 0.1 0.1 0.0 0.0 .0 0.a b _ o:0 0.0 0.0 .0 0. 0.0 0.0 o.a '0.0 0. x x0. + ' . 3 0 -2 L- , t b.o oo +1.0 0.0 b.o b.D iL 0.0 0.0 0.0 '6 b:o "0.0 .0 0.0 0.0 0:0 .0+ + a b2 '01 0.0 6.1 0.1 b1 az 1L , + 0.0 0.0 0.0 0.0 0. 0.0 b 0.0 ' 0 00 0.0 0.0 0.0 0.0 a+ '+ 0.0 as 0.0 0.0 0.0 0.0 0.0 1,.0 1L1 b.1 + + -2 b.0 to a Z .o b. b.o b.a o.o o b.o b.o 0.o b.o a b.o b.a b.a *o.o b.0 b.o b.o o.o b.a b.o b.o b.o ba 0.0 0.0 ' 0 0.0 0.0 'oo o.0 0.a 0:0 0.0 +'.ot o o.o 0.a b.o o.o *o.o o.o o.o 'o.o o.o 'o.o bo o.a o. ~i. + + + L-2 I..o 0.o b.o 0. b.o b. b.o b.o b + 3 0.5 1..o 0.o b.o b.o b.o b.0 b.o b.o b.o bo b.o 0.o .0 + +, + o.o .0 0 0 .o 06 a.o oa .0 0.0 b.o 0.0 00 o.0 0.o oJI a.o o.o b.o o.o a.o 0a a.o 0.0 b.o a.0 0.o � b.o o.0 0.o b.o b.o to b.0 b.o .. b.o 0.0 + b.o b.o b.o to b.o b.o b.o b.o 0.o b.o b.o o.o o. a.o _ L-2 _ \\ bJI o.o o. o.o to bJI o.o 0.o .o ao + a + 0.3 o.o 0.o b.o o.o b.o b.o to ba "oo b0 bo a 00 '0a 0.0 0.o bo b.o o o.o +0.o + oA b.n bo 0.o b.o Ve b.o b.o 0.o oa b.o ba bo 0.0 b.o � o b. a.a .o o.o .o a. ' o o. 'oo 'oo o.o b.a o.o o.o a. '.o o.a o:o ATCH I L-2 b.o 0..0 b.o 1.0 .o b.0 b.o o.a a.o b.o b.o b.o to b.o b.o 1.0 b.o b.0 b.o T Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens D 18 RFX-2 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 0 15 PF-8 SINGLE 1.000 SM16-07-36D-827-03 521 [� 2 PF-6 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 12 L8 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 33 L5 SINGLE 1.000 MN-LED-e69-FL-12-C, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-MN-LED-e69-FL-1 484 F`71 40 L4 III SINGLE 1.000 CF5TAGF3NG250SE 10544 [� 39 L3 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 22 L3A SINGLE 1.000 312W1-HITW-EX-8X8 30K 276 Q 104 L-2 SINGLE 0.900 El-S-24-3W 98 D 129 L1 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 1 33 L-16 SINGLE 1.000 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 0 10 L-12 SINGLE 1.000 GE LED14D OMNI 827-E27 1100 ll 4 KFX-7 SINGLE 1.000 SM16-07-36D-827-03 521 El 5 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 Q 34 DF-S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 o-E 9 DF-m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 Q 2 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 4 L-14 SINGLE 1.000 HW-012L5-035F-30K 674 1 2 L-16 - 2' SINGLE 0.500 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 59 L-16 - 1' SINGLE 0.250 LRS LR6-GPI-LED-CLR-3000K-30-48 321 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Accessible Pool Path Illuminance Fc 1.27 3.5 0.4 3.18 8.75 Cabana Stair Illuminance Fc 2.36 5.0 1.4 1.69 3.57 Car Dropoffs Illuminance Fc 0.28 2.6 0.0 N.A. N.A. Fire Pit Stair Illuminance Fc 11.85 14.6 9.1 1.30 1.60 Firepit Area Illuminance Fc 1.58 2.5 0.5 3.16 5.00 Flat Egress to Monumental Stair Illuminance Fc 1.43 2.4 0.8 1.79 3.00 Flat Egress to Monumental Stair Illuminance Fc 1.44 2.9 0.7 2.06 4.14 Golf Terrace Illuminance Fc 5.02 14.6 1 0.0 N.A. N.A. Golf Terrace Egress Stairs Illuminance Fc 8.18 21.3 2.4 3.41 8.88 KH Grand Stairs Illuminance Fc 10.96 24.0 1.9 5.77 12.63 Landscape Illuminance Fc 0.81 90.4 0.0 N.A. N.A. New Guest Wing Egress Stairs Illuminance Fc 10.34 22.1 1.9 5.44 11.63 NGR Stairs Illuminance Fc 2.35 8.1 1.3 1.81 6.23 NGR Stairs 2 Illuminance Fc 1.90 3.4 1.0 1.90 3.40 Oval Stair Illuminance Fc 0.83 1.4 0.4 2.08 3.50 Parking Lots Illuminance Fc 2.75 10.0 0.4 6.88 25.00 Pathways Illuminance Fc 1.27 14.7 0.0 N.A. N.A. Pool Deck 1 Illuminance Fc 1.89 5.1 0.5 3.78 10.20 Pool Deck 2 Illuminance Fc 1.35 3.8 0.4 3.38 9.50 Pool Deck 3 Illuminance Fc 1.71 4.2 0.5 3.42 8.40 Pool Egress Stair Illuminance Fc 14.02 25.4 2.8 5.01 9.07 Pool Pavilion Showers Illuminance Fc 1.76 2.1 1 1.3 1.35 1.62 Pool Pavilion Showers 1 Illuminance Fc 2.38 2.6 2.1 1.13 1.24 Pool Stair Illuminance Fc 4.23 9.4 1.2 3.53 7.83 Pool Stair 2 Illuminance Fc 5.90 13.4 1.7 3.47 7.88 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. RB Stairs Illuminance Fc 3.46 11.2 1.7 2.04 6.59 NELSON BYRDME WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J J i J �1r o 7v O M ,y N < V ~ U _ U J o � o J C (fl <( } Z LL Y O } Lu U I (� W v w Z Z O Q � � J uJ a UU QL L Ln Y Qw w a I- LL) rn V N NO. Date Issues/Revisions 1 03.09.18 100% SD 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26.19 PERMIT REVISION 7 10.02.20 PERMIT REVISION STAMP JOT FOR CONSTRUCTIC PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: SEPTEMBER 14, 2018 SCALE: 1 - 16 - 1 DRAWING NUMBER LC 04 Luminaire Schedule Symbol Qty Label Arrangement LLF Description Lum. Lumens D 18 RFX-2 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 0 15 PF-8 SINGLE 1.000 SM16-07-36D-827-03 521 [� 2 PF-6 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 12 L8 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 33 L5 SINGLE 1.000 MN-LED-e69-FL-12-C, SN-MN-LED-e69-FL-12, ST-MN-LED-e69-FL-12, SF-MN-LED-e69-FL-1 484 F`71 40 L4 III SINGLE 1.000 CF5TAGF3NG250SE 10544 [� 39 L3 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 Q 22 L3A SINGLE 1.000 312W1-HITW-EX-8X8 30K 276 Q 104 L-2 SINGLE 0.900 El-S-24-3W 98 D 129 L1 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 86 1 33 L-16 SINGLE 1.000 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 0 10 L-12 SINGLE 1.000 GE LED14D OMNI 827-E27 1100 ll 4 KFX-7 SINGLE 1.000 SM16-07-36D-827-03 521 El 5 KFX-7A SINGLE 1.000 SM16-07-36D-827-03 521 Q 34 DF-S SINGLE 1.000 GE LED14D OMNI 827-E27 1100 o-E 9 DF-m BACK -BACK 1.000 GE LED14D OMNI 827-E27 1100 Q 2 L2 SINGLE 1.000 NS-LED-e66-MFL-12, AR-LED-TR-e66-MFL-12, AR-LED-RM-e66-MFL-12, DS-LED-e66-MFL-12 458 Q 4 L-14 SINGLE 1.000 HW-012L5-035F-30K 674 1 2 L-16 - 2' SINGLE 0.500 LR5 LR6-GPI-LED-CLR-3000K-30-48 321 59 L-16 - 1' SINGLE 0.250 LRS LR6-GPI-LED-CLR-3000K-30-48 321 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Accessible Pool Path Illuminance Fc 1.27 3.5 0.4 3.18 8.75 Cabana Stair Illuminance Fc 2.36 5.0 1.4 1.69 3.57 Car Dropoffs Illuminance Fc 0.28 2.6 0.0 N.A. N.A. Fire Pit Stair Illuminance Fc 11.85 14.6 9.1 1.30 1.60 Firepit Area Illuminance Fc 1.58 2.5 0.5 3.16 5.00 Flat Egress to Monumental Stair Illuminance Fc 1.43 2.4 0.8 1.79 3.00 Flat Egress to Monumental Stair Illuminance Fc 1.44 2.9 0.7 2.06 4.14 Golf Terrace Illuminance Fc 5.02 14.6 1 0.0 N.A. N.A. Golf Terrace Egress Stairs Illuminance Fc 8.18 21.3 2.4 3.41 8.88 KH Grand Stairs Illuminance Fc 10.96 24.0 1.9 5.77 12.63 Landscape Illuminance Fc 0.81 90.4 0.0 N.A. N.A. New Guest Wing Egress Stairs Illuminance Fc 10.34 22.1 1.9 5.44 11.63 NGR Stairs Illuminance Fc 2.35 8.1 1.3 1.81 6.23 NGR Stairs 2 Illuminance Fc 1.90 3.4 1.0 1.90 3.40 Oval Stair Illuminance Fc 0.83 1.4 0.4 2.08 3.50 Parking Lots Illuminance Fc 2.75 10.0 0.4 6.88 25.00 Pathways Illuminance Fc 1.27 14.7 0.0 N.A. N.A. Pool Deck 1 Illuminance Fc 1.89 5.1 0.5 3.78 10.20 Pool Deck 2 Illuminance Fc 1.35 3.8 0.4 3.38 9.50 Pool Deck 3 Illuminance Fc 1.71 4.2 0.5 3.42 8.40 Pool Egress Stair Illuminance Fc 14.02 25.4 2.8 5.01 9.07 Pool Pavilion Showers Illuminance Fc 1.76 2.1 1.3 1.35 1.62 Pool Pavilion Showers 1 Illuminance Fc 2.38 2.6 2.1 1.13 1.24 Pool Stair Illuminance Fc 4.23 9.4 1.2 3.53 7.83 Pool Stair 2 Illuminance Fc 5.90 13.4 1.7 3.47 7.88 Property Line and 10' Beyond Illuminance Fc 0.00 0.0 0.0 N.A. N.A. RB Stairs Illuminance Fc 3.46 11.2 1.7 2.04 6.59 NELSON BYRDME WOLTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J V J z O I..L U U J Q Z w U U W Z f- Q = a U Q ry 0 Lu In NO. Date Issues/Revisions 1 03.09.18 100% SD 2 03.23.18 SITE APPROVAL 3 07.20.18 PERMIT SET 4 09.14.18 PERMIT REVISION 5 11.09.18 PERMIT REVISION 6 04.26.19 PERMIT REVISION 7 10.02.20 PERMIT REVISION STAMP JOT FOR CONSTRUCTIC PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, VIRGINIA CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: DF CHECKED BY: DLU DRAWING TITLE SITE PHOTOMETRY DATE: SEPTEMBER 14, 2018 SCALE: 1 - 16 - 1 DRAWING NUMBER LC 05 LIGHT FIXTURE SYMBOL KEY GENERAL NOTES 115 E) 2,89 —2 17 TO BMS TIMECLOCK \I \L-8� L 8 T4 L-12A — ' L-8 L-12A i L-8 \ L + z9° L-1 EXT 3 TO BMS TIMECLO :: I N 0 N 0 U O J 0 (V O 00 ° Dl 71 r \ t 0) IN GRADE MARKER LIGHT LOW-LEVEL PATHWAY FIXTURE 04 MONOPOINT MOUNTED DOWNLIGHT 00 LIGHT POLE FIXTURE COLUMN MOUNTED LIGHT (1 PENDANT MOUNT FIXTURE m STEP LIGHT 11'f W THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CLEARANCES, WHERE APPLICABLE, THE CONTRACTOR SHALL PROGRAM CONTROL SYSTEM AS ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION CORRECT CEILING TRIMS, AND AIR HANDLING REQUIREMENTS (IF ANY) FOR ALL REQUIRED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO FIXTURES PRIOR TO ORDERING. THE LIGHTING SHALL BE BY OTHERS. THE CONTRACTOR SHALL INCLUDE UNIT FIXTURE COSTS IN ALL BIDS. THE CONTRACTOR SHALL VERIFY ALL FIXTURE AND CONTROL LOCATIONS WITH NO SUBSTITUTIONS SHALL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL THE DESIGNER PRIOR TO ORDER. SWITCHED WALL OUTLETS AND FLOOR OUTLETS TO BE LOCATED BY INTERIOR FROM LIGHTING DESIGNER. DESIGNER. THE CONTRACTOR SHALL COORDINATE ALL PAINTED FLANGES AND TRIMS ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE THE SPECIFIED RECESSED FIXTURES TO MATCH ADJACENT CEILINGS. LAMPS AND EXACT LOCATION OF DECORATIVE FIXTURES MOUNTING HEIGHTS AND HANGING CODES. REFLECTORS MUST BE REMOVED PRIOR TO PAINTING. HEIGHTS TO BE DETERMINED BY ARCHITECT OR INTERIOR DESIGNER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, ELECTRICAL CABLE, FOR ALL HATCHED AREAS, REFER TO THE ELECTRICAL ENGINEERING DRAWINGS. FOR ALL FULL OR HALF HOT DIMMED OUTLETS USE LUTRON DUPLEX OR HALF DIMMED TIMERS, TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTALLATION. RECEPTACLES PART #NTR-I5-DFDU OR NTR-I5-HFDU. LAMPS MUST BE FITTED WITH WHERE FIXTURES REQUIRE REMOTE TRANSFORMERS AND/OR DRIVERS, MATCHING PLUG #RP-FDU-10 THE CONTRACTOR SHALL VERIFY VOLTAGES FOR ALL FIXTURES WITH ELECTRICAL CONTRACTOR SHALL DETERMINE LOCATIONS AS REQUIRED FOR EVEN LOAD ENGINEER. DISTRIBUTION, SERVICE ACCESS, AND VENTILATION. REFER TO AV FOR ALL UGHTING CONTROLS, TOUCH PANELS, AND KEYPAD LOCATIONS. CONTRACTOR TO SUBMIT ELECTRICAL DESIGN TO LANDSCAPE ARCHITECT FOR WHERE APPLICABLE, THE CONTRACTOR SHALL AIM AND ADJUST LIGHTING REVIEW AND COORDINATION WITH LANDSCAPE DESIGN. ELECTRICAL DESIGN FIXTURES AS DIRECTED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE REFER TO ARCHITECTURAL RCP FOR LIGHT LOCATIONS AND DIMENSIONS. TO INCLUDE: INSTALLATION- -PLANS LOCATING ABOVE GROUND OR VISIBLE ELECTRICAL FITTINGS AND FIXTURES SUCH AS LOW VOLTAGE TRANSFORMERS -CUT SHEETS OF PROPOSED FITTINGS AND FIXTURES DETAILING SIZE, FINISH, COLOR, AND MOUNTING HEIGHT AND DETAILS I 1*/7 L-1 -> / N L-4B / + L-1 N 00 0 - o I 24 / EXT EXT BML 1 L-1 _ o L-1 0 5„f + ♦ / �\ TO BMS \ TO S L-1 L-1 L-4A o o EXT ` "� TIMECLOCK TTIMECLOCK +� + L-� L-1 L-� L-4C ` + ` + R �, o ,.�,,. V L-1 ° I + L-3 o I �I XT o L 3 oT I o �F� _ e imeo sr' CK o° L-4C ` ` TO BMS JIMECLOCK „�-3 \ SEE RESTAURANT L-1 I ! 3 L-4A ° \0 0- _ `� L 3 ' \�\' ° PACKAGE FOR 0100 - -o / EXT �L_3 \\ I3 \ LIGHTING IN THIS \ L-1 - -- AREA L-4C R-6 r� L-4A ° o _ _ \ -1 \ i TO ° TIMECLOCK L-3 �� v TO BMS L-1 \ o \ — L-1 - , ` L-3 \\ o TIMECLOCKE� L-1 \33I I ® �, L-1=L-1 �= OLE L-4C I SEE POOL BAR �� \__ P-�. PACKAGE FOR PACKAGE FOR LIGHTING IN 1 L-1 ° s ©© qL-4C LIGHTING IN ! °.-� L-1 0 ° L-1 — L l+ \ . = THIS AREA } L-4A ! �` — THIS AREA ' — L-1 o — L-1 _` — _ L 1 ° L 1 / (2) L-3A � (2) L-3A — - ° 1 L 1 ,1-4A Q _ — L-4A a L-12B a �T (b) L 3A ExT \ / R3 L4A I9 + < L-1 -- To BMs� — EXT P- Co z° \ L-1 / TIMECLOCK' \ i \\ 61 L-4A - /j \ P-4 TCLOCK O BL-1 - n I L-1 EXT J 52 r �/ TO BMS j - L-1 ° +23° - ° o L-4A R-4 L-5 7 = EXT TIMECLOCK \ \ TO BMS ,h °. I E XT 525 Iz _ — -- — , _ — — .� L_5 L_5 -_ ,z� ° b L-3A TIMECLOCKj _= L-1 0 ( ) T 104L-5 - (2) L-3A P 2 / I- E] L-4A T f5 o TGo1�_1 L-16 To BMS ,#- L-1 2 ° \ ! L-1 63 I -.-.- - o ' L-5 L-5 0 TIMECLOCK SSF / -I \ L-4A / I : L-5 L-5 L-1 L-1 17 L-2 i +�. o o L-4A EXT L-5 L_5 +' L- `\ ' - 3 ' L-5 L 2 L- w L-2.0i L_ 1 L o L L 2 ° 2 #71,11, MATCHLINE L-2 I ' ftMATCHLINE HMINE . --, + ° L-1 I-� 1�, ° L_2 ;MATCHLINE NELSON BYRDNo W O LTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com U J o J o CD Q } Z(y z fi Y 0 O } LLI U w W z z f— _ o J Ll' a U Q Q� Y Q W W a M W 3 v N NO. Date Issues/Revisions 1 11.06.19 ASI-Ll 9 03.20.20 ASI-L9 10 10.02.20 PERMIT REV STAMP NOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: DLU CHECKED BY: MVK DRAWING TITLE SITE LIGHTING PLAN NORTH DATE: MAR 20, 2020 SCALE: 1:20 DRAWING NUMBER LL_LTl .01 LIGHT FIXTURE SYMBOL KEY GENERAL NOTES ` MATCHLINE + _ MATCHLINE + O \ — \ EXT. ° ° T MS L-4A \ E 01 0 N N O N N 0 U i3 0 J J O C 0 0 N O 00 O 62525F 29XSF © IN GRADE MARKER LIGHT LOW-LEVEL PATHWAY FIXTURE 04 MONOPOINT MOUNTED DOWNLIGHT 00 LIGHT POLE FIXTURE COLUMN MOUNTED LIGHT (1 PENDANT MOUNT FIXTURE m STEP LIGHT THE LIGHTING PLAN IS NOT INTENDED TO REPRESENT A COMPLETE SET OF THE CONTRACTOR SHALL VERIFY VERTICAL AND HORIZONTAL CLEARANCES, WHERE APPLICABLE, THE CONTRACTOR SHALL PROGRAM CONTROL SYSTEM AS ELECTRICAL DRAWINGS. EXCEPT WHERE INDICATED OTHERWISE, THE LOCATION CORRECT CEILING TRIMS, AND AIR HANDLING REQUIREMENTS (IF ANY) FOR ALL REQUIRED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE INSTALLATION. AND SELECTION OF ANY ELECTRICAL REQUIREMENTS NOT DIRECTLY RELATED TO FIXTURES PRIOR TO ORDERING. THE LIGHTING SHALL BE BY OTHERS. THE CONTRACTOR SHALL INCLUDE UNIT FIXTURE COSTS IN ALL BIDS. THE CONTRACTOR SHALL VERIFY ALL FIXTURE AND CONTROL LOCATIONS WITH NO SUBSTITUTIONS SHALL BE ACCEPTABLE WITHOUT PRIOR WRITTEN APPROVAL THE DESIGNER PRIOR TO ORDER. SWITCHED WALL OUTLETS AND FLOOR OUTLETS TO BE LOCATED BY INTERIOR FROM LIGHTING DESIGNER. DESIGNER. THE CONTRACTOR SHALL COORDINATE ALL PAINTED FLANGES AND TRIMS ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE THE SPECIFIED RECESSED FIXTURES TO MATCH ADJACENT CEILINGS. LAMPS AND EXACT LOCATION OF DECORATIVE FIXTURES MOUNTING HEIGHTS AND HANGING CODES. REFLECTORS MUST BE REMOVED PRIOR TO PAINTING. HEIGHTS TO BE DETERMINED BY ARCHITECT OR INTERIOR DESIGNER. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE, ELECTRICAL CABLE, FOR ALL HATCHED AREAS, REFER TO THE ELECTRICAL ENGINEERING DRAWINGS. FOR ALL FULL OR HALF HOT DIMMED OUTLETS USE LUTRON DUPLEX OR HALF DIMMED TIMERS, TRANSFORMERS, ETC., AS REQUIRED FOR COMPLETION OF INSTALLATION. RECEPTACLES PART #NTR-I5-DFDU OR NTR-I5-HFDU. LAMPS MUST BE FITTED WITH WHERE FIXTURES REQUIRE REMOTE TRANSFORMERS AND/OR DRIVERS, MATCHING PLUG #RP-FDU-10 THE CONTRACTOR SHALL VERIFY VOLTAGES FOR ALL FIXTURES WITH ELECTRICAL CONTRACTOR SHALL DETERMINE LOCATIONS AS REQUIRED FOR EVEN LOAD ENGINEER. DISTRIBUTION, SERVICE ACCESS, AND VENTILATION. REFER TO AV FOR ALL UGHTING CONTROLS, TOUCH PANELS, AND KEYPAD LOCATIONS. CONTRACTOR TO SUBMIT ELECTRICAL DESIGN TO LANDSCAPE ARCHITECT FOR WHERE APPLICABLE, THE CONTRACTOR SHALL AIM AND ADJUST LIGHTING REVIEW AND COORDINATION WITH LANDSCAPE DESIGN. ELECTRICAL DESIGN FIXTURES AS DIRECTED BY THE LIGHTING DESIGNER UPON COMPLETION OF THE REFER TO ARCHITECTURAL RCP FOR LIGHT LOCATIONS AND DIMENSIONS. TO INCLUDE: INSTALLATION- -PLANS LOCATING ABOVE GROUND OR VISIBLE ELECTRICAL FITTINGS AND FIXTURES SUCH AS LOW VOLTAGE TRANSFORMERS -CUT SHEETS OF PROPOSED FITTINGS AND FIXTURES DETAILING SIZE, FINISH, COLOR, AND MOUNTING HEIGHT AND DETAILS o+ L-L L 2 ° L-2 L-3 ° ftMAT_CHLINE ME ME MMMMMMMMM ME+Ell MMMMMMMMM ME ME MMMMMMMMM ME ME I �ME ME L_3 ��� L-2 ,'MATCHLINE + L-1 L 1 L_2 L-2 L-2 L-2 + L-8 - o° „� O L 2/ L-2 L-2 _ 1 �,L-2 �I + -,L-2 - fL-2 L 2 T y L_3 r %2 + 6$F �L-2 L 8 . / _ ;L-2 T�L-2 L-2 � L-2 \ X / 565SF --- _ �_L82 ! ��L-12A ,G# XT `� / JJ "�L-2 L3 _ _ _ - - K - 4 L-12A K-6 TO BMS p. r L-2 � a � � L-3 y� + L-4A+ L-2 L-2 / TO BMS / � L-2 TIMECLOCK L 8 TIMECLOCK / +° L-2 _ -L-2 L-2 - li 155E MA L 2 ; L,2 , L-14 L-2 -. - ,295F L-2 L-14I i� EXT \ EXT L-3,,� O 27MF _ EXT _ --- � L-14 �- ��r - 2 I , , � I 95 F - � SEE KESWICK HALL \ II + XT K5 L-1 /� / TO BMS TO BMS L-3 + K- r i PACKAGE FOR TIMECLOCK ;` v L-2� r BMS i i TIMECLOCK L-2 _..L 2\ \ TO BMS TI ECLOCK L-8 , L-2 LIGHTING IN THIS / L-3 + L-2 TIMECLOCK�L-2 L 2- AREA /�a L-2 L-2 L-2 L-2 ,- L-2 q L-2 ; L-1 L-1 2 L-2 -12 1-8 L-12 L 2 / / - L-1 u L-13 L 3> � L-2 , , L-2 / + L-2 L-2- L-2 - L-3 479 L- L-8 JL( 12A L-2 - �- L-2�, ',+i++.+.+++.g59 EXT / L EXT-- + K L-2 � � i L-3 \ L-2 \ / -�3 ...... E T o / TO BMS ft TO BM S I I o+ ° TIMECLOCK / �TIMECLOCK L-3 10 L-2 F o a / L-2 To BMS ! \�� L-3 ° _ L1 + \o TIMECLOCK o / I L-2 \ L-2 ° L- ✓ L-1 L-1 J cr i 1-2 I I- + L-2 1-2 �_ L-2 L-3U.L-1 \ \ f, o L-1 9 EXT FT i L-2 L-2 + L-2 L-2 + L-2 �� ,\�� � z - \ +� L-3 TO BMS A-2 __ L 2 - \ � + ,�� , + 5p1N �� � 2 �` � � TIMECLOCK - + - - + L2 + L 2 L-2 + i. + + \ \ + �f L-3 2195F , S�L-3 Ir 1 531AF i ' ' 93MF r L- 1 ` ` `F,EXT � t �/) TO BMS I IMECLOCK� ,I7=F EXT + — 4 TO BMS L-1 I TIMECLOCK + EXT v L-1 O � 3 L-3 TS ;L-1 L-1 EXT :«IXN%IX - + TO SEE NEW GUEST �- L- 1 G2 BMS<9�F - L-1 WING PACKAGE TIMECLOCK TO BMS + FOR LIGHTING IN L TIMECLOCK- WD.PFANiS y THIS AREA B]�� 5 \ �L-1 — v Y' \ 53SSF \ L— � \ 9595F + + Ib / L71BIMF 0 L-16 L-16. ''1-16 L-16�L16 L-16 + ,'la \ L-16 \ Q T3 wo \ IS - 5 TO TIM ,\ NELSON BYRDNo W O LTZ LANDSCAPE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com J o J z v O_ M ly N 1Q N U J o J 0 (DQy Z Z_ LL Y o 2 } LLI U �wLU Z z f- 0 Q = � J Ll' a U D Q Y Q W W s M W N 0 NO. Date Issues/Revisions 1 11.06.19 ASI-Ll 10 10.02.20 PERMIT REV STAMP NOT FOR CONSTRUCTION PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A 100% CONSTRUCTION DOCUMENTS PROJECT NO.: KSH 1806 DRAWN BY: DLU CHECKED BY: MVK DRAWING TITLE SITE LIGHTING PLAN SOUTH T DATE: NOV 6, 2019 SCALE: 1:20 DRAWING NUMBER LL_LT l .02 7 i TURF 3/4"0 SS EYE BOLT UNDISTURBED SOIL t�1'-6"0� 6"0 PVC PIPE SLEEVE WITH THREADED FITTING TO RECEIVE CLEANOUT CAP 3/4"0 DROP -IN ANCHOR, MIN. 3-3/16" EMBEDMENT SECTION - MARQUEE TENT CABLE ANCHOR 1-1/2" = 1'-0" TILE PAVERS PAVER BASE CONCRETE SLAB STONE SUB BASE UNDISTURBED SOIL SECTION - NAVITRAC TENT BASE PLATE FOUNDATION AT PORCELAIN TILE 1-1/2" = 1'-0" TENT BASE PLATE FOUNDATION NOTES: 1. SEE CIVIL AND LANDSCAPE DRAWINGS FOR INFORMATION NOT SHOWN, INCLUDING THICKENED SLAB -ON -GRADE STRENGTH AND REINFORCEMENT INFORMATION. 2. DROP -IN ANCHOR SHALL BE ASTM A316 STAINLESS STEEL CL MULTI -SET II DROP -IN ANCHOR BY RED HEAD, OR APPROVED EQUIVALENT. CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTALLATION REQUIREMENTS. 3. EYE BOLTS SHALL BE ASTM A316 STAINLESS STEEL WITH MIN. 1 1/2" LONG SHANK AND 3" DIAMETER (INNER) EYE LOOP. 4. THREADED RODS SHALL BE TYPE S17400, H1150 STAINLESS STEEL. NUTS SHALL MEET THE REQUIREMENTS OF ASTM F594. WASHERS SHALL MEET THE REQUIREMENTS OF ASTM A316. 5. SEE BASE PLATE DETAILS BY NAVITRAC FOR BOLT HOLE LOCATIONS. ALIGN THE CENTERLINE OF THE DROP -IN ANCHORS WITH THE BASE PLATE BOLT HOLE LOCATIONS. 6. REFERENCE THE 1 MARCH 2O16 DRAWING NO. 06-253-2-8-2 BY ANCHOR INDUSTRIES, INC. FOR THE 9' WIDE FIESTA MARQUEE TENT DIMENSIONS. 7. REFERENCE DRAWING S100 FOR CONCRETE REQUIREMENTS FOR THE MARQUEE TENT CABLE ANCHOR. 8. MARQUEE TENT ANCHORS SHOWN HEREIN ARE FOR THE CABLE ANCHORAGE ONLY. THE COLUMN ANCHORAGES TO THE GROUND SHALL BE INSTALLED PER THE MARQUEE TENT MANUFACTURER'S REQUIREMENTS. 9. NAVITRAC TENT ANCHORS SHOWN HEREIN ARE FOR THE COLUMN ANCHORS AND ASSUME THAT CABLE ANCHORAGES WILL BE INSTALLED SEPARATELY PER THE MANUFACTURER'S REQUIREMENTS. 10. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID EXISTING BUILDINGS AND UTILITIES WHEN INSTALLING THE ANCHORS SHOWN HEREIN. BRICK PAVERS CONCRETE SLAB STONE SUB BASE UNDISTURBED SOIL POLE BASE PLATE BY NAVITRAC 3/4"0 THREADED ROD 1"0 POST -DRILLED HOLE THROUGH TILE PAVERS 3/4"0 DROP -IN ANCHOR, MIN. 3-3/16" EMBEDMENT TILE PAVERS PAVER BASE WELDED WIRE REINFORCEMENT SECTION - NAVITRAC TENT BASE PLATE FOUNDATION AT BRICK PAVERS / PORCELAIN TILE 1-1/2" = 1'-0" ,TH opt, l Gary S. Johnson Z H hie. No. 033663 07/31/2020 ,a- ONAL z O E Z O a u U Lu w O Z O M W w H Q O UL\Iq 0713112020 DRAWN BY A. PROPST DESIGNED BY A. PROPST CHECKED BY R. CROKE SCALE AS SHOWN U z J w J Qw =co J Q v U H U) `W i H JOB NO. 40241 SHEET NO. S441