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SDP202000056 Plan - Revision Minor Amendment 2020-10-01
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') EXISTING PARKING: 216 SPACES (2 ADA SPACES) 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 TOT A = 35 TOTAL POST DEVELOPMENT PARKING PROVIDED: PROPOSED PARKING SPACES = 134 PROPOSED HANDICAP SPACES = 7 (1 VAN SPACE) EXISTING PARKING SPACES (TO REMAIN) = 107 EXISTING HANDICAP SPACES = 2 (1 VAN SPACE) TOTAL SPACES = 250 ADA PARKING REQUIRED: 5 STANDARD SPACES + 2 VAN SPACES = 7 TOTAL SPACES ADA PARKING PROVIDED: 7 STANDARD SPACES + 2 VAN SPACES = 9 TOTAL SPACES LOADING SPACES PROVIDED: EXISTING LOADING SPACES PROVIDED ON THE NORTHERN & SOUTHERN SIDE OF KESWICK HALL. WETLAND IMPACTS: NONE UTILITIES: PRIVATE DRAINAGE DISTRICT: CARROLL CREEK - RIVANNA RIVER THERE ARE CRITICAL SLOPES LOCATED ON THE NORTHERN SIDE OF THE PROPERTY, DIRECTLY BEHIND THE KESWICK GOLF CLUB ON THE EASTERN SIDE OF THE PROPERTY & IN FRONT OF KESWICK HALL ON THE SOUTHERN END OF THE PROPERTY. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. 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 Board of Supervisors took action on your special use permit request to Amend previously approved SP200800042 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant, add a new maintenance and laundry building, relocate the existing restaurant in a standalone building, and add a wing to the existing inn for 38 additional rooms (a total of 86 rooms). In addition, site changes to parking and circulation are proposed on Tax Map Parcels 0800000000087.0; 080000000060A0; 08000000000900 in the Rivwma 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(^I�ref-ly/, Meg- 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 Parcels 08000-00-00-008Z0, 08000-00-00-060A0, and 08000-00-00-00900 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant, add a new maintenance and laundry building, relocate the existing restamant to a stand-alone building, and add a wing to the existing inn for 38 additional rooms, m 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 hearing on SP 2018-01. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing the staff report prepared for SP 2018-01 and all of its attachments, the information presented at the public hearing and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2018.01, 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. 1, 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% 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 pa e' SITE LOCATION xz 616 B65 Gas L zx KeSynck Hall FOX HILL ROYAL ACRES 1E Keswick 642 ]30 zso 7d4 616 EIGHTS MAGRUDER io FITZWOOD rase 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 Had! 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" (hereafter "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 par day). If the central water or sewerage system must be expanded to meet existing or future demand for residential users, the applicant shall seek and obtain all necessary approvals for expanding the system from the Virginia Department of Health, the Virginia Department of Environmental Quality, and the Albemarle County Board of Supervisors. Any expansion of the central water or sewerage system to meet existing or future demand for residential uses shall be solely for the use of residential users. 3. The applicant shall seek and obtain all necessary approvals by the Virginia Department of Health and Albemarle County Fire Rescue Department for a water system improvement to support dedicated internal fire protection as described in the "Water and Wastewater Facilities Plan 2017 Update for Keswick Hall & Golf Club" prepared by Timmons Group dated December 1, 2017 and revised March 19, 2018 (hereinafter the "2017 Water/Wastewater Plan") before a building permit for the proposed improvements described in Phase IA of the 2017 Water/Wastewater Plan may be issued. No certificates of occupancy for the improvements in Phase IA shall be issued prior to the completion of the aforementioned water system improvement. 4. The applicant shall seek and obtain all necessary approvals by the Albemarle County Board of Supervisors for a water system improvement to support expanded permitted capacity of the water distribution system as described in the 2017 Water/Wmtewater 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 Heath, the Virginia Department of Environmental Quality, Albemarle County Fire Rescue Department, and completion of the aforementioned water system improvement. 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, as well as all existing improvements, associated uses, and platted lots, without compromising on -site and adjacent off -site well water supplies. Nothing herein shall guarantee approval of such amendment or permit In making this demonstration, the application shall use test procedures approved by the Virginia Department of Health and the County Engineer. 6. Except for any restaurant and spa on the property open to the general public, Keswick Hall and its associated facilities shall be used only by the guests of the inn and their invitees, and members of the Keswick Country Club and their invitees. 7. In the event that the use, structure or activity for which this special use permit is issued is not commenced on or before July 11, 2020, it shall be deemed abandoned and the permit terminated. The term "commenced" means "construction of any structure necessary to the use of the permit". 8. All parking areas established or expanded after July 11, 2018 shall comply with a minimum 25-foot setback. 9. Keswick Road shall be the primary access. 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 Sheet Number Sheet Title L1.00 LANDSCAPE KEY PLAN L1.01 MATERIALS SCHEDULE L1.02 MATERIALS SCHEDULE L1.10 ENTRY ROAD & PARKING NORTH PLAN L1.11 ENTRY ROAD & PARKING SOUTH PLAN L1.12 OVAL STAIR ENLARGEMENT L6.00 PLANTING KEY PLAN L6.01 PLANTING DETAILS L6.10 ENTRY RD & PARKING N. TREE PLANTING PLAN L6.11 ENTRY ROAD AND PARKING S. TREE PLANTING PLAN L6.12 ENTRY RD & PARKING N UNDERSTORY PLANTING PLAN L6.13 ENTRY RD & PARKING S UNDERSTORY PLANTING PLAN L6.80 PLANTING DETAILS L6.81 PLANTING DETAILS L6.82 PLANTING DETAILS LC_01 SITE PHOTOMETRY LC 02 SITE PHOTOMETRY LC_03 SITE PHOTOMETRY LC_04 SITE PHOTOMETRY LC 05 SITE PHOTOMETRY LL LT1.01 SITE LIGHTING PLAN NORTH LL LT1.02 SITE LIGHTING PLAN SOUTH S441 I NAVI-TRAC TENT FOUNDATION DETAILS TOTAL SHEETS = 59 � � v U CRAIG W J. KO'fARSKI Lie. No. 0402048507 M E 0 0 rn � N � N C Q 0 > E w ar ~ LU v 3 LL o 3 u- Q L �OL.� Q j U 0 n J -Ln d p N (J LU N It a-' m O�x to w � t')= a) N = U > H Q C v1 ON N N L M a � W Lu %D 1-- CL 0 N z 0 FM Z O a U (n w � z Z � O H W vl tY z w� p z e z a U 0 0 0 Lu o 0 N N Q (T ti 0 N O N o (Z " 1by-Al 1: 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A M 1 aaaaaas W W 0 I..L W L 1 V) Q Z H 0 0 HI Q LU Z > (j)00 zW� J OiY W m J Q 0 0 a ....J J T� i U `Uj ) i JOB NO. 40241 SHEET NO. C0.00 16 C ai N U c C F m U L � 07 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 vvvvvvvvvvv` 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS 1 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" Wy PROPOSED WATER LINE -e 6" Wy PROPOSED VALVE H 6• Wy 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 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes i. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4, All slopes and disturbed areas are to be fertilized, seeded and mulched, 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopesof 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). " 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 PEF 2% AX 18' 18' VDOT 8' 1 5' 8' 8' 8' TYPIrAI I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale R=1/4" 1 L-' 6• I Y4 `EDGE OF PAVEMENT 4" PAINTED STRIPE (TYPICAL) �-- REGULAR SPACE CONTROL JOINT SPACED AT WIDTH OF WALK EXPANSION JOINT AT MAX OF 100', WITH PREMOLDED EXPANSION FILLER CONC. WALK I % ' 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„ a T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3.0" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale M-41 AIWMAMSM 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 CRAIGW J. KOTARSKI Lie. No. 0402048507 M E 0 N OV N N 0 E w E aU.83 U. wO Mo. K W t M <_j Uc0 W J -ui a>oN t7w N'i z °1 ro O 0x c � U j a in c in (My N ut N M a-T CO J C)H Z 0 H a U to w ❑ Z Z � O U1 U W j w (n � Z g 2 i z a ti O z 0 0 W N Q rn ❑ N 0 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 ti w z> Z O zQ LU W 0 ce Q Uj W W 0 m E� J � Q z J J 2 U V `W i JOB N0. 40Z41 SHEET N0. 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I ,I.�W\ `- \ \ \\ \ —_Jy/ / / d _ \�:.tk \\ \ yr _ \ )\ rl ll) `\ `\\,\-\\)\\ \\\\^ \ /' t / f ! / \ l \ \ \\ - __ \ \ . d - \\\\ =i/ / / d F:�.1, \ -o ) 1 I I 1 1 \I l \I\1\ \\ _ \ \ `\�\)\ \ \\ \\ r \,'// \ ) / \ ( \ \ 1 \ \ \ \ \ \\ -\ \ ,\ \ \ \ \ - s• . . ^. . ` \ B \\ \ 7.-' , / / / / y \\\\ \� \ \ V l 1 1 1 \ , \ \ \ \ \\ 2� �11= I \ U / 1 \ , \ /-I \ ) � ` \r -- \\ \ '➢d. \ -\ \ l\ ! \ r , - -- \ \ - \ . ./ . � -418, \ \ \�I�- -- i / I � d \ \ \ \ \ J / \ \ \ \ • / / 1 ) I ( \ 1 I \\ \ \ \ \ \ \� \ \ `i / ) \ \\ - _ - \1 \\ v)\� \ \\`^-\ �� - (�` \\. I` '\ \\ `!` 4 \ \ / 1 I \ )i I -\ /III / \\ \\\ \` \ \\\I\\\\\1 b\\ \\\ �5' -\ \ \ \ \ \W\\ \ 100�- 'S ( \, \ t^ , \ , 4 ` \ \ ` - -\ I \ \ -\ \ \ \ \ \ y` II \+' \ -\\ 61\ , - , 1 `a ' - / / I I I \ l-1 ) d1 - / I///(JI -. \` \\\ \\I"-\\\\\(\�-� \\\\\\ \ \ a \ \ m am c• \ \imt \ i �• 4 II / I d I \ \ \ ll ) \ \ \ \ \ \ \ \ \ \ \ \ I I, U CRATG W. 7. KO'rARSKI Lie. No. 0402048507 L� 10/06/20,� OM E N OV N VI > E Lua E �. Q �! Q 3 oLL 2� LuO to ." Of W -C M a-_j Uc0 W J —ui 0- > O N wl N - ZLu4W-. M r-,IT X O CE 0 R w Li .;r In U C j � a r- N ON y N 2 M a-T w J to H U) 0r O 0 O K = 1- 0 W > Lij a z O O >- 0 z 0 z 0 d U W 0 Z 0 ., rn W z O (1) Z, (n 2 z Z i Q z a ti O z O O W N N I - a ' to 6 O " DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' U) Lu G Lu 0 6j.. 0. G W ,� V 1 V / z 0 1 0 ID J` 2 i U Lu i M ■ z O LLI Q W m I Q JOB NO. 40241 LLJ M 1—I Lu �LLJ V/ SHEET NO. Cz. 00 L --- - / NOTES: C, / 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT jP/ MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL x o 5 !. ^ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL RED • `�v ` / / \ y ,/ 0 2. CONTRACTOR OTO PROVIDE A 2" BACKFLOW PREVENTER (ZURN 350XL DOUBLE CHECK BACKFLOW PREVENTER OR APPROVED EQUIVALENT) FOR THE DOMESTIC WATER CONNECTION TO THE POOL PUMP ROOM. THE BACKFLOW PREVENTER SHALL MAINTAIN A MIN. OF 24 INCHES OF COVER AND INSULATED FROM FREEZING TEMPERATURES. PROVIDE A O" / \ / O DRAIN PIPE (3" MIN.) AT THE BOTTOM OF THE VAULT AND DAYLIGHT ACCORDINGLY. 3. CONTRACTOR TO PROVIDE A WALL MOUNTED HOSE BIB WITH A WATER SOURCE FROM THE 2 INCH DOMESTIC LINE SERVING THE v G GAS LINE POOL PUMP ROOM. FOR HOSE BIB PRODUCT SEE JAY R. SMITH MFG. / / 1 G ' _ � D TO BE INSTALLED BY CO. "GUARDIAN PLUS DUAL CHECK" FIGURE #5515 HOSE BIB OR STOP SIGN SWM FACILITY p UTILITY DEPARTMENT APPROVED EQUIVALENT. REFER TO MEP AND LANDSCAPE / / / EASEMENT �.� / \ /' • SPECIFICATIONS FOR ADDITIONAL INFORMATION. (TYPG STOP BAR RT / P �\ REFER TO PLAN TITLED RIGHT OUT R30' 25 \\ "KESWICK HALL CENTRAL ENTRANCE G \ ENERGY PLANT DEMOLITION R42' / (� AND RENOVATION" SDP-2018-017 & WP0201800023 FOR DESIGN R3' EXTEND \ INFORMATION. R3' REINFORCED G R42' TURF TO EDGE OF 2 12 PAVEMENT q � D R30' G �/ LIMITS OF \ R212' /� %\//�i llllllll I ' ` SURVEY V \ /lr;llllll 1p/ /llu'lllllll Gp ao / STOP BA O 6p \\ G" P \ O \ PS Oq I o G) 4 5 x4.5' CONC. PAD 24 Q R10' _ CENTERED ON EXIST. DOOR S I F H GAS METER �� sy �vvvv SEE LANDSCAPE PLAN FOR FINAL 2,500 MBTU/H G A F \ R250' S 5PSI IN/0.5 PSI OUT r+\ IMPROVEMENTS S N \ CA STOP BAR D gyp) R10' v v v v v v v v v v v v v .. v . . .• .• .. � .. � � �- .:- / / x q / CHWS CHWR HHWS HHWR, HOT WATER, HOT WATER RETURN AND COLD WATER UTILITIES. CONTRACTOR SHALL REFER TO ARCH/MEP DRAWINGS FOR FINAL PIPE SIZES AND CONNECTION LOCATIONS. i D SAN POOL PAVILION UTILITY CONNECTION DETAIL SCALE: 1 "=10' R10 o 18' - L11 DINGRB \ Q sy \ \\ G ANSITION /FLUSH CURB (TYP') 24' \ o I SHRUB \\ \\ R5' R112/ (TYP.) \ \\X� BED \ c1N\ \\ \\ SWM`FACIiITY EASEMENT (SEE BF� co / O \ m SHEET C6.10) \ 6 \ q 5' O9 STIR. 324 12 \ \ (DI-1) STAIRS WITH HANDRAIL STAIRS WITH HANDRAIL SEE \ \ C 6' RISERS SEE ARCH. LANDSCAPE PLAN FOR DETAIL. RS O m RAN T[ON a PLANS FOR DETAIL �(\ R5' �._ R1 .. RETAINING BIORETENTION CA12 \ ® \ WALL AREA#4 G� cP 5 �� R � d � � 18' � •; ? TO UILDWG EP "_ ' R10 9 59 R10' 26' (4) RAISED PLANTERS LOWER TERRACE =P d CROSSWALK, (SEE LANDSCAPE PLANS) REFER TO LANDSCAPE PLANS CURB RAMP R5' R I� " ✓ FOR FURTHER DETAIL R123.6' (3 FT LENGTH) 11 a ACCESS TO R �18, TOP AR R10' OZ GG2 EXIST. BUILDING MECHANICAL ROOM 24' R37' R10' G WALL d (LOWER LEVEL) R 01T' 1) �Q \ . \ SAFETY R23' a •. `V � 46B RAILING o R10' D R13' T G T (2) 4" CONDUITS \\ / \< RETARETAINING F E POI \ STUBBED FOR 5 CRO WALK R5' �CUR ( P.) �L FUTURE \ PROPOSED o C�Y\8°F R152 ♦ \ CONNECTION \ GREASE TRAP 2 ♦ TANGENT pp'' \ RETAINING \ 46A (SEE ARCH. r ♦ POINT OF q'VF ♦ WALL 2z2` \ PLANS FOR R90' COMMUNICATIONS LR210` ` CURVE(TYP.) ♦\ '' MANHOLE (TYP) SANITARY DETAILS) 9'(TYP.) Aol �,� FDC CONNECTION. 0 5 \, ♦ \ \ REFER TO MEP \ 10 A PLANS FOR DETAILS \ 46 Fp o GAS METER \ PROPOSED �q ♦ d 18 E �/ SANITARY SEWER RESTAURANT \ ` R103' 3,480 MBTU/H RF \\,C o ��, r R5' D P ( ) NEWCONNECTOUT IONSINTO �\ �R205.5' PARKING PARALL \ R150' 13 R2 \ RESTAURANT. REFER TO ARCH. PLANS \ DECK WITH RAILING P18 PACES R85.4T � R5' � 6" FIRELINEG � � SEE ARCH./LANDSCAPE 91 0/ 9� PLANS FOR DETAILS L (TYP.) ♦I � G \ \ SEE LANDSCAPE 18 24' � PLANS FOR O �• \ 45 -o � ',<' PERMEABLE , CROSSWALK URTHER DETAIL 1,, PVC '<` \ \ � �; \ O \ R5 FLUSH C PAVERS ♦ \\ WATERLINE 5' (TYP.) > , (TYP) ♦ \ \ \\, FOR HOSE VI` 145 R127' o SEE DETAIL A�; r \\ /". G 4" SCH. 40 PVCONDUITS 2" PVC SIBS 2" BACKFLOW PREVENTER & g� � ♦ �Q � \ � C40 ` (SHEET C4.0) \ \\"' \\ / DOMESTIC S 9 VAULT (SEE NOTE #2 THIS SHEET) �,�0 ♦ , SERVICE • \ R150� ♦ \ , 3 GAS LINE RETAINING -ABLE ♦ R5 A �♦ O9 R5 8 STAIRS Will CANOPY 41 WALL (NP) ♦ HANDRAILS. (4) 7" C / SEE ARCH./ I SPN i POOL PUMP ROOM UTILITY RISERSSEED TAIL " LANPLANS CAPE ' s CONNECTIONS 5 TYP 7 R88' R1 i i N (INSTALLED BY CONTRACTOR) 18' R R5 R5' G R38' �42 °rL 6" DIP SLEEVE FOR 3" GAS LINE CRWALK / PENETRATION THROUGH STAIR, o � � � � OSS�' � 9' R140' � 12 \ ,.. ;.vy , BELOW GRADE (Cq 2 / a• r • R145' (TYP.) R150' 7 R2.5' R62' STAIRS WITH � 10' � G EP (2) 4" SCH. 40 s w • SERVICE HANDRAILS. (10) 6" 5' WALK " - ENTRANCE TO RISERS SEE DETAIL. � ® ° ♦ ` 8' PVC CONDUITS HOSE BIB "' R 9' (TYP.) ♦ R5 SEE DETAIL (SEE NOTE) POOL PUMP ROOM r ` ® R5 R25' .1 . SHEET G4.0) GAS METER 8" PVC PUMP ROOM 2" PVC GAS LINE STOP BA ;y 1:5 MBTU STAIRS WITH BACKWASH PSANITARY NT&CTION o 18` R5' 8' CURB TRANSITIO x - -HANDRAILS."� -� R STAIRS WITH ` \ / cP FLOOR DRAIN) o ( ) CROSSWA R5' � TYP. 2'x2' COMM. �—SANITARYMH 5' R5' R150' 8 P ' (TYP) MANHOLE 2 /NV IN 446� R3 / R5' \ OO/ / HANDRAILS: D R11 r ` n 35 INV OUT=432.66 SAR o m PERMEABLE /� 6 �/ " PERMEABLE � -o P DESTRIA \ � D-z OVERHANG 5' PAVERS \ R GE. SEE \ PAVERS R 52 3.12' (TYP) \ S. (TYP) R14' \ ; \ \ (TYP.) c° 1 \ I / N0R,z0/v SEE LANDSCAPEI PLANS FO \ ORETA L BAR UTILITIES PO FURTHER BIORETENTION R Z EE MEP PLANS FO OC WIN AL DETAILS \ \ o � � FP AREA#2 Q URTHER DETAILS. ® R5' I ` 4 f 11 m SEELANDSCAPE PLANS FOR D INN R56.5' R112.5' (� '� ` " FURTHER DETAIL �PERMEABLE C9 STAIRS WITHx'` (TYP.) U 4" PVC SANITAR HANDRAILS TANGENT✓ POINT OF d ® PAVERS (TYP) J SEWER (2% SLOPE MIN(�p w LUSH CURB 3� CURVE (TYP.) 18' ° w(TYP.) 4 / t 4 LEGEND: PROPOSE HARDSCAPE El (SEE LANDSCAPE PLAN) CONCRETE SIDEWALK HEAVY DUTY CONCRETE CRACG W. ]. ROTARSKI HEAVY DUTY ASPHALT Lic. No. 0402048507 ' 10/06/20 w"�• ElLIGHT DUTY ASPHALT O ss ONAV G PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY h E 0 � o N � N � E F - w vE Lu C4.02 �_ %J v 3 "! i 3 LL O L Q j U a > o N U` 1+1 N � N � ----� I I 3:0 x o o C4.04 C4.03 — C4.01 I c ~ x v N —a I "a� U ---� c� w z �O Z o n co �_ m v7 w U) \ \ p Q \ \ un e � z z y \ \ O CONCRETE CURB \ \ (D (VDOT CG-2) v \ \ 0O \ \ O0 CONCRETE CURB TRANSITION � \ w GRANITE CURB \ w _rN N TRANSITION \ U w N Q Q m � \ z 0 N 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 ^ l C. SHIFFLETT SCALE \\ / • 1 =20' x FULL REVEAL GRANITE CURB • x W GRANITE CURB TRANSITIONCL a W a d d G O CONCRETE CURB TRANSITION CONCRETE CURB ~� (VDOT CG-2) W 1 I RESTAURANT SIDEWALK RAMP DETAIL ,~^ Q SCALE: 1"=10' ! V 1 VPVC WATERLINE FOR HOSE BIBS. SEE �'�qwllll_47 MINE /+� 1 • /� 4" PVC SANITARY TPA r LANDSCAPE PLANS FOR 2011 SEWER CONNECTION. (3) 6" RISERS FINAL HOSE BIB LOCATION. RF REFER TO MEP PLANS SEE ARCH. I PERMEA L LANDSCAPE PLANS - FOR DETAILS. 4" FIRE LINE. REFER TO ZJAY R SMITH MFG. CO. REFER TO LANDSCAPE ARCH. PLAN FOR DETAILS (TYP) ARCH. PLAN FOR FURTHER DETAIL (2) 4" PVC ELECTRICAL "QUARTERHORSE 1 TURN FLUSH CURB 2" PVC GAS LINE I WE CONDUITS WITH PULL BOXES NON FREEZE WALC i AN STOP BAR WHEEL FWA LOCATED BENEATH PAVERS HYDRANT WITH INTEGRAL R10 STOP (TYP) 0.5% SLOPE MIN.. VACUUM BREAKER" HOSE 11.25' BEND - REFER TO LANDSCAPE BIB FIGURE 5609QT RF (12) NAVITRAC TENT BASE Z_ - 0 0 Ll z a Q Z a O zJ ,,�^^ Oc v/ Q ~� W z 0 CD 0 0a J \2 i U W JOB NO. SCALE 1"=20' 40241 0 20' 40' z SHEET NO. C4.00 L /i/� • . • i•'24 PERMEABLEc•�I ll� . +. 1 . • ����SWIM FACIL• ( rl .� • . �,.� • • • '•:" • ��l�lll � • • '�:' • • • it Gila€I���p •'♦ O ♦� �1 OI �iy� .1 • • �� •Add•• �` ' • ,� ���������_� ����� \GRANITE• , , ♦ice g ♦�.►® ���II • • q ,i ii i III�',i sill ` % "� 1•ill' � � fe �i ���' o t n �y` / II / 1WATERLINE Eol• ° /� : FOR SE CONDUITS WITH PULL BOXES • • BIBS. ° o /r LANDSCAPE PLANS FOR LOCATED PAVERS PE MIN. PROPOSED PUBLIC GAS LINE AND METER. 7,790 (5 PSI 1 OUT). PUBLIC UTILITY SHALL INSTALL • - ��•JAY R. SMITH MFG. CO. "QUARTERHORSEI TURN NON FREEZE WALL HYDRANT WITH LINE AND METER. (TYP.) (4) RAISED PLAN ERS (SEE LANDSCAPE PLANS) • FIGURE 5609QT •_- • • `� • ice^ "� 1 P • , �. Ml ` gill ,• \4. !\lll\� - 1 " � �••••••„••••••••••••••••••�` �••••`.••••••••�� �N � � • - • . �' . \ :�..— .. • . • • • " � i i � nlll 'ham \ e �' �.,)� 1�•�•�•�•�•�•�•�•�•�•�•�•�•�• �•�•�•�♦,O�• I�� �' I I' i/Ii.%Ill\'r`.. ����� �••••••••••••••••••��••••••••• COI t �� A .� � � ••••� • Off♦♦ \ ' In A�7•ll►.,. � ��••••••••••••(•�•••••••••••� � t9' ,���� ���`•P • i/lii►will\� / � ��•�•�•�• •�•�•�•��.�1•�•�1�� - ��� • � I�j�NOA + 1 • • mil►" ��' • �� ��••.��•••••••��••����� J I ro�AO�AO •-• • • • Al 1 / I'��0� ��i •••-• • - % Ai .ill►\`►�. � �.•••••O•••• i d mom I► .42' REINFORCED TURF FOR EMERGENCY ACCESS 106' o TANGENT POINT OF CURVE (TYP.) LEGEND: ' PROPOSE HARDSCAPE T x m (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 CR,&JGW J. KOTARSKT Lic. No. 0402048507 CP 10/06/20,< 0M E N OV N N C 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 ¢ U 3 LOCATIONS OF ALL REQUIRED KNOX BOXES. 2. CONTRACTOR SHALL INSTALL ALL ELECTRICAL EQUIPMENT, GRAVEL BASE AND FENCE w O .`o r- TO THE FULLEST EXTENT POSSIBLE WITHOUT RELOCATING THE CURRENT JOB TRAILER. c w 2 cq ONCE THE JOB TRAILER HAS BEEN RELOCATED WORK SHALL RESUME IN THIS AREA TO LOU — ui MEET THE DESIGN INTENT AS SEEN ON THE CIVIL, LANDSCAPE AND MECHANICAL SCALE 1"=20' Ib a)m O Ur WF N 3. AREAS ASSOCIATED WITH THE PROPOSED TENT ANCHORS ARE TO BE USED ON A 0 20' 40' Z � F :� v Z TEMPORARY BASIS. TENTS TO SERVE AS SPILL -OUT SHADED SPACE BEHIND THE HALL 3: O x O DURING EVENTS WITHIN THE HOTEL BUILDING. PARTICIPANTS OF EVENTS WITHIN THE � ce LL HOTEL BUILDING WILL BE GUESTS OF THE HOTEL AND PARKING RELATED _ 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 i ON N z o Zco O \ T O koH > j w 4 a w in ck� a \ \ GRANITE CURB 4 a� \ p p Z 2 \ \ TRANSITION \ ui 4. D Z Z 4 \ \ O a a \ \ (D L � 4 a q' -1 \- r a O d' a 4 a 4 4 -1 CZ ck� a 4 J 4 \ O O 4 4 Q a .�' 4 4 a [J a W 1 \ \ w ' \ = Lu o 0 \, FULL REVEAL 4 ai 4\\ Q N N GRANITE CURB \\ O N O o a \ o 4a n V a DATE 0 FLUSH 6"X12"X2" SIERRA J a a \ 03-26-2018 \ WHITE GRANITE PAVER v \ 4 DRAWN BY a A. ALLISON DESIGNED BY \ \� 4 • A. ALLISON • CHECKED BY � 4 a GRANITE CURB • C. SHIFFLETT \ TRANSITION • • 0 \ / \ \ FULL REVEAL a 4 a4 SCALE \ \ GRANITE CURB • 1"=20' \ GRANITE CURB • \ \ TRANSITION , ) NEW GUEST WING DROP OFF LANE DETAIL Z SCALE: 1 "=10' ,. Lu H W H 6..�V GRANITE CURB FULL REVEAL WS `�HW 0 TRANSITIO GRANITE CURB HWR VVR FULL REVEAL KX �' NtN& GRANITE CURB FULL REVEAL GRANITE CURB 6"X12"X2" SIERRA WHITE GRANITE PAVER ~/ Lu 6"X12"X2" SIERRA FULL REVEAL WHITE GRANITE PAVER GRANITE CURB 3 FULL REVEAL ,GRANITE CURB GRANITE CURB Z / TRANSITION Q �z URB GRANITE CURB FULL REVEAL GRANITE WHITE GRANITE FAVEH FIN I�••• /FULL REVEAL • HALL ENTRANCE PARKING DETAIL SCALE: 1"=10'ui V/ i JOB NO. PME 40241 SHEET NO. C4.01 L U) L xkv 1 Z / / SWM FACILITY 1 STOP SIGN •' EASEMENT (TYP) G5/P� G STOP BAR 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— �I J II — J CRAIG W. 1 ROTARSKI Lic. No. 0402048507 POINT OF G ///r R30' SCALE 1 "=20' mo E 6o C� rn R212' N o CURVE (TYP.) 0 20' 40' `� x �V > E / a E w Lu \ R10' O \ �+! !1� Q LL y 3 STOP BA o a o 3 PS 0 O QWU� a J CL o // \ zFwF m NOTES: Z �� / F - // 4.5'x4.5' CONC. PAD 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT Q O (' Q O TANGENT 24' �Q R10' / - 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 to 2 v N o CURVE (TYP.) G� 2,500 MBTU/H G A \.F REQUIRED KNOX BOXES. = cJ ¢ v /•�� R250' R5' 5PSI IN/0.5PSI OUT. S p '� ~ c rn w p ' O R10 STOP BAR D LEGEND: m z ti to FDC G(O�OI ER z \ \ PROPOSE HARDSCAPE O 00 R10' 9'(TYP.} TO �P�'( EP o s �\ (SEE LANDSCAPE PLAN) C) H � m 18' l,nrnr P F s �`� > > w 9 LU u CURB FLUSH CURB (TYP.) 24' SHRUB �� A / rn TYP. \ CONCRETE SIDEWALK 0 TRANSITION w w / % a R112' ( ) \ o \ BED \ �\ o 0 / O R5' SWM FACILITY `� \ O \ �\ / cr \� \ HEAVY DUTY CONCRETE / / 6 EASEMENT (SEE F cA / Q LUSH CURB T C6.70) $6 N ° O gIZIC (TYP. R5' \ STR. 324 HEAVY DUTY ASPHALT = a a / El U (DI-1) ST (D \ WHEEL STO C 8' + TO O= n n R5' O (TYP.) RAN TION LIGHT DUTY ASPHALT z z / ; P BUILDING El= z o CHILLS ~ w I I �\ R1 SEND PERMEABLE PAVERS j S OP / / I R5' l 12 / / / BIORETENTION _ Cq w GN f AREA#4 c 6' — / Z = o N Lu O o R5' 8 REINFORCED TURF U N N ° 18' TO UILDI Q Q N o EP� \ z p `1 � CO O" S{HR /FLOW �D� 3 I � R10' \ O F. EO I I m • - R10' 26' MILL AND OVERLAY in 10 w Ep I G\ROSSWAL 59 (S P0 > 'Q R50' �/ I i R5' \ R10' p0 CURB RA DATE Q / STR.142 I o 1 R2 �}'0' \ (Dh3C) I R123.6' (3 FT LENGTH) O `(1 } 03-26-2018 I \ � ® PERMEABLE �� TOP AR DRAWN BY w` G � E I I R118' PAVERS 4 � 0' GZ • "" v_ / I 1 O EXIST. BUILDING , r (TYP) R37' ski\ GG WALL R10' o c� 20' 0 24' 1 a . A. ALLISON /r% ° 1 R5 a R17' < UP R23' ♦ \ / • DESIGNED BY R10' \ MONUMENT SIGN &\c l \ 18' ° D R13' TANG T (2) 4" CONDUITS I 0 s„ POINT STUBBED FOR A. ALLISON LANDSCAPE FEATURES \ (TYP 1 CRO CURVE( P.) FUTURE � C/Q 8•, CONNECTION • CHECKED BY � \G (SEE LANSCAPE/ARCH PLAN R128' / ° ♦ TANGENT y� F R152' RETAINING R90' �p' WALL COMMUN16ATIONS C. SHIFFLETT — h, ♦ POINT OF ' V� • � \ / R210' - CURVE( MANHOLE (TYP) • 9-(TYP.) R5' \ 6� 1.67' . �FDC SCALE o\ ° C N ♦ 18' FA 0 E GAS METER o r OGP / Ep R103' R5' ♦ 0 ♦..., ^ R5' D (TYP.) _ // 5PSII IN/0 5UP • V 1 260' R234. 6' R5 3 PARALLE ` R150' R2 NEW CONN O ♦ ♦. > ♦ 13 1 RESTAURAN 1 _ _ \ R5' R205.5' PARKING 18' 275' 5 SPACES ♦ R85.47' R5 G 6" FIRELINE / cBOX c ` ♦ 18' (TYP.) ♦ Oj 24' �` \ \' ..\ ('j J��/ \ I _ D (�.p O ♦` PERMEABLE ` CROSSWALK \ G) / / \1 1 GG.2 R ♦ O3 R5 FLUSui H (TY PAVERS / 1 I ♦R145 FA ♦` , (TYP) R12T * SEE DETAIL 1 1 I � \1p`\ 9; � ♦ 6' ♦ ♦ (SHEET C4.0) STR.152 O >, \� 20' g �` R150' ` ♦ \. O G) ♦ PERMEABLE FA O R5' 8' I (DI-3B) \ I PAVERS (TYP) ♦ ♦ S.) 7 i ^ / 1\ �1 ^ I n O ♦♦ `� ♦ 18' ` R88' RI ER EE TAIL. , 1\\ \ I l J \\ O _ R5' ♦ (TYP) �� ` O7 ` G R38' G/ L 11 \\ r I Ic `♦ 18' R5'R5 9. R1 w R5' (� R140' CROSSWALK / / 11 \� \ �♦ A` R R145' (TYP.) ♦ A R150' `♦ ��r:. R62' I r \ 2'Z 12 W R2.5' ZO' ♦ 10, ♦ ...G ° SCH. 40 s w i � \ \ R5' ♦ CROSSWALK ♦ a <: .. (2) 4" � G / // �\ I ♦ O3 ♦ 8. "EP PVC CONDUITS '�j H� / 1 \ \ u \ R235: '' ♦ 9' (TYP.) ♦ R5' SEE DETAIL Z 1 0 ) ♦ j^ ` ® R5' R25' r SHEET C4.0 H ` �. CURB / 1` G 0 T � .. 2" PVC GAS LINE STOP B ° TRANSITION I ♦ 18' R5' 8' 70 � z RS \ F ♦ (TYP.) CROSSWAL 8, Z > Q RS' R5' R ` R150' PO < J �L Z a Rll PERMEABLE 0 P ESTRIA ` PERMEABLE.. U R172 PAVERS RI GE. SEE PAVERS �" 1 z W 1--1 G JF \� - (TYP' ♦ g. (TYP) / 0 \ \ R253.12' R14' ) r \ ♦ (TYP.) ° I ! O < V / I / (A SWM FACT ITY R5' ° O ((/ POOLm /RR EASEMENT (SEE R94:5 BIORETENTION " Z EE �� J SHRUB/SMALL \llH R5' Q l lRR HH SHEET C6.1 ) JJJ 1 EP 4REA#2 1 my J UR Q TREEAREA /cv R56.5' Q k� `+ / GAS MAIN EXTENSION J l I I 1 O p 11 (BY CITY GAS DEPT.) \ o P 1 1 I R112.5' N ! PERMEABLE TANGENT ® I PAVERS (TYP) ; �/ U 4" PVC SANITARY POINT OF I a SEWER (2% SLOPE MIN.) CURVE (TYP.) a 1 0 w I 1 LUSH CURB ya w (TYP.) 18' R20' (TYP.) 148' \/ �' I9 (TYP.) �I 0 , 10 I R90' WM FACILI O CO r Q SHRUBISMALL I I \ 0 ) I I 10' AAEMENT ELECTREEAREA / / / \ I HEET C6.1 4 J�2 METER \ \ Il \' R15' / Q I I ) (TYP.) / O / SL \ OX \\a // (�\ EP R5' PERMEABLE R5' 50, �' R fi \ 0 i R5' EP PAVERS �r� 1 R V TANGEN S" 45° BEND ° 0 FLUSH CURB 2" PVC GAS LINE O R5 45° 0 A ICI \ lR®\ �\ / / / POINT OF \ J � (TYP.) 5• NDS OO F CUR (TYP.) _ CURVE R20' / STOP BAR 5" /J I c a \ UG \ 450 BEN \ R10' R5' R10' STOP (TYP.) A\ \\ \ / TRAFFIC RATED 24' 11.25° BEND � PULL BOX fi R262' EP H W Cb \ \ \ STOP BARwow8„F 77�F R10' 22.50 BEND STOP BAR 10 H %�� IRR HH e°F a"F FULL CRY LANE G Q JOB No. \ 11.25° BEND 3.3' R30' (4) 4" SCH. 40 PVC 8„F R25' R2.5'GRANITE, \ G G G EP CONDUITS CURB 22.5 40241 8" PVC R238' TIE TO WATER 4 5 R48' 22.5° BEND 24 g„F - -- STUB OUT GRANITE \ � C SHEET NO. 21.11' \V� R2 STOP GRANITE 22.5°IBEND 8"X8" TEE CURB C4• 02 CURB m \� _ _ _ \_ ,� R5'� R205.5' wl 13 PARKING 18' S �, LINE SPACES R85.47' ♦ R5 \"%b. / BOX 91 80X �� \ 1 0 (TYP.) ♦� o o `�. 24' ♦` 1 \\ SEELANDSCAPE \ 1 18' O \ PLANS FOR 0 . . a \3 L G o �- FURTHER DETAIL yLJ THY O PERMEABLE CROSSWALK � / \ \\ � 1 7 G.2 - R `� ♦ FLUSH TYP. ♦ PAVERS �♦ \ \\ / 1 R145 ) ♦ ♦ (TYP) R5 ( (2) 4" SOH. 40 PVC \ 1 J R127' ♦ ♦ SEE DETAIL \\. \` // 2„ O 10 ` g `♦ �GQ �♦ �� (SHEETC4.0) \ \\ �, CONDUITS DOM `,)CRACGWJ.ROTARSKI� D. R5' ♦♦ \ \\A 3„ GAS LINE SER Lic.No. 0402048507 G I STIR. 152 0 �ERMEABLE� _� R150' FA ♦ 0 8' \' 10106120 wk o 9 R5' STAIRS WITH ANOPY 41 i (DI-3B) \ 1 PAVERS (TYP) ♦ \ ° ♦ �) ? w HANDRAILS. 4 7" O i . EE ARCH./ �y / 1 \\I I 1 O j ♦ 18 ` R88' RISERS SEE DETAIL �/, NDSCAPE � S''ONAL (TYP) �♦ R5' R 4, P NS rn ` G R38' G L � 11I \ \ 1 r 0 R5' I \1 `` 18' R R � ° F � R5' CROSSWALK `/ 42 \ �* \ I o q q ♦ 9' Cc , R 140' (TYP.) R150 ♦ \ „ o ;,vy T W ' ♦ 2 - • R12 i 1 \ R2.5 R62' i 6„ JF° / \ 1 G \ 0 5 �\10 R197 CROSSWALK ♦♦♦ ,G 8' PVC H. s w S EP •__ TT �� C CONDUI HOSE BIB M RY3 ♦` 9' (TYP.) ♦ R25' R5' SEE DETAIL (SEE NOTE) rn �4.0 AS u ♦ � ♦ � O R5 G 2" PVC GAS LINE STOP BA . "' ' � 9 5 MBTUER CURB ST / 1 m ,TRANSI > E TION _ ° 18' R5' EP " CURB HA ai E ° R5' F ♦ TYP. 2'x2' COMM: Lu P \ \ R ` (TYP.) ` CROSSWAL O� 8' "/ MANHOLE w >, 3 R5' R5' R150' POO� / (TYP) ¢ LL . 3 a o R11 8+ , R5 y O m o \ ` ° PERMEABLE O mo DESTRIA ` PERMEABLE dI OVERHANG ; o N 7� �A R172' PAVERS 11'i 1. m< PAVERS , DGE. SEE x P / 1 U. LF v \ \k\ D \ R253.12' R14' q (TYP) �` S. (T�) (TYP.) co ` \'. /I e Q ~O Q O P ( /l I\ \ `,. \, , © L W POOL BAR UTILITIES u, m ac N IN FACT ITY R5 BIORETENTION °j U O U lRR EA EMENT (SEE \ L�94.5 EP ` ` Z EE MEP PLANS FO y. o L° (n / \ SHRUB/SMALL 2 / lRR HH = S EET C6.1Q) AREA*2 I URTHER DETAILS. c N Lu O o GAS MAIN EXTENSION \ J 11 \HH \ 1 ® R5' I f1 11 z oz TREEAREA I ti /CV \ p A (BY CITY GAS DEPT.) ° P \ R56.5' r N _ 1 a O u / I� \ \ PERMEABLE �% (7 ., STAIRS WITH C) Lu � m / R112.5' \ g U 4" PVC SANITARY HANDRAILS. TANGENT O PAVERS(TYP �� > w \k / POINT OF a \ SEWER (2% SLOPE MIN.) Q� O _ w v © uw LUSH CURB �� CURVE (TYP.) a`' 0 / \ (TYP.) O I -- \ / / R20' f9 (TYP.) q�, vj i E R148' /� °� 1 10 1 R9 WM FACILI / p\ �1 c� e I \ I x 10 SEMENT S 18' D z Z SHRUB/SMALL / / ` 1p0 \ �� HEET C6.1 18 / TREEAREA I l \ / ° ) (TYP.) I l 4" PVC SANITARY O= a a \ \ \ R15' / �Q 1 \ / �� u, w 20' pJ\ / SEWER CONNECTION. SEEARD � � // ' PERMEABLE REFER TO MEP PLANS LANDS 0 0 0 J 1 4" FIRE LINE. _ ? / \ \ OX R H l I l \\mac EP R5' R5 EP R150' 1 / FOR DETAILS. o PAVERS a g' j REFER TO LANDSCAPE ARCH. PLAN F ~ o FLUSH CURB 2" PVC GAS LINE C9 45° 2 4" PVC ELEC POINT OF 8"F 45° BEND \ i ° \ p (TYP.) U R5' NDS O c 2 \ (TYP) N \ /R®\ �\ / \ FURTHER DETAIL CONDUITS WITH PULL ARCH. PLAN FOR w Lu \ CURVE TYP. R20 STOP BAR 5 _ N \ \ LOCATED BENEATH U Lu N o \ \ (TYP.) WHEEL o 0 45° BEN R10' R5, R10' STOP (TYP.) _ 0.5% SLO Q Q o 0 \ \ / TRAFFIC RATED 24' x' 11.25° BEND c0/ Q REFER TO LAND p \ \ J PULL BOX fi EP - H ARCH. P o^ o \ \ L .Q R262' �_ cn cb \ \\\ STOP BAR , 8„F R10 STOP BAR CRO R- - << TO BUILDING FURTHER j obb F \ / \ \ 22.5° BEND (4) RAISED PLANT D DATE / l IRR� 8"F 8"F (SEE LANDSCAPE PLA 0 HH � A� FULL CRY LANE' 11.25° BEND C' 10" 2 � �': O �- G -- (4) 4" SCH. 40 PVC 8,F R25' R2 5 GRANITE /� GRAND STAIR CASE. } 03-26-2018 R30' G EP CONDUITS CURB 22.5 SEE ARCH. PLANS. 3.3' DRAWN BY 8" PVC \ APPROX. LOCATION OF R238' TIE TO WATER r ' , \ R48" y 24' 8',F STUB OUT R45 REMOTE FDC STUB. .5° BEND 72GRANIT- . , CONTRACTOR TO A. ALLISON 22� 11.25° + 8"X8" TEE R20' 5° BEND CURB GRANITE COORDINATE WITH \9r10,1, <b \ \ STOP 1 CURB MECHANICAL DRAWINGS. • DESIGNED BY SIGN � ° ! - R25' < \ Q�/ BACKFLOW \ \ \ a R8 R8 FREE STANDING SEE LANDSCAPE PAEANS A. ALLISON LL x REVENTER \ \ cT m y ( ) REFER TO LANDSCAPE CHECKED BY ARCH. PLAN FOR • k\ �/ 11.25° BEND \ \ R50' \ ti �� u \ \ CURB TRANSIT[ N \ FURTHER DETAIL C. SHIFFLETT A TANGENT d R2.5 \ R70' , (4) LIGHT BOLLARDS (2) 4" PVC ELE • SCALE / lCV �\ ,G1 POINT OF �� SEE LANDSCAPE PLANS J \ G� \\\ CURVE (TYP.) :' 6' e 45.5° BEN ( ) CONDUITS PUL / C __ \ \ / =20' \\ �° R4.5' TENT AN (4) 4„ SCH. 40 Q / � � A \ 10' ` J' ` (SEE LANDSCAP / PVC CONDUITS ��/ / �� �{\ \ \ 2 22.5% STRUCTURAL DETAILS) • i / / \ \ C�q F A. WATER FEATURE (2) 4" SCH. 40 PVC 0 / I / \G \k \ \ 6' (9) 6" RISERS (PROVIDE CONDUITS WIRE) CURB G/ $ I \ \ \ GRANITE (SEE LANDSCAPE PLANS) TRACE7 CURB 2 4" PVC ELECT W o\ 2.5 CONDUITS WITH PULL T� 9 (4) 45' BENDS QNv TRAFFIC RATED ro \ 20' 6\ \ GRAND STAIR CASE. 0co PULL BOX / / I \ k . <b a SEE ARCH. PLANS. am / I J FREE STANDING WALL uj I I Off._ (SEE LANDSCAPE PLANS) > EOI it I O (2) 4" PVC ELECTRICAL O REPAIR ASPHALT / \\ \ °o \ I CONDUITS WITH PULL BOXES PAVEMENT AS _ \ \ \ UGp� LOCATED BENEATH PAVERS - 0.5% SLOPE MIN. NECESSARY / II \\ � \ \ \ UGp� - ,S� 1 r BUILDING a 22.5° BEND / °O o I PROPOSED PUBLIC GAS LINE AND METER. 7 790 MBTU/H ACKFLOW �Sq lCV BEND //�R/ / A\ (5 PSI IN/0.5 PSI OUT). PUBLIC UTILITY SHALL INSTALL REVENTER N G9T/0 q' / / \ \ \ LINE AND METER. (TYP.) (4) RAISED PLANTERS B12 ° ( I (SEE LANDSCAPE PLANS) I�Oj 2) 45° JJ / \\ \ \ \ / RA & STAIRS ks 90° BEND I PROPOSED SANITARY #OLD) F0j O� BENDS \ \ \ // \ \ \ (SEE A H. PLANS) ` CONNECTIONuj IyM VAULT /AN ucr_ _ \ c WVOI O (SEE MEP PLANS (0) NAVITRAC TENT BASE WV%\ WM GT CV� -/ / \\ TO LIGH V \ \ WV R HH ( \ IN TREE \ G \ EOI E PLATE FOUNDATIONS \ F \ I \ C \ - UTL� J� 54 (SEE LA DWG'S & SHEET S441) (n Q wM w uc JG�/ REPAIR CONCRETE s\ \� \ urn \ I TO G E \ = LT O PROPOSED SANITARY Z SIDEWALK AS y + \ \ I I gTjILDIN \ 4 EXIST. RETAINING m / CONNECTION STAIRS (SEE 0 \ \ \ \ O 0 SEE MEP PLANS FOR ARCH. PLANS 4"X6" NECESSARY \ \ / cc i L y m WALL (TO REMAIN) 53 ( ) 0' �� \ A } ti� / \ \ Sri / DETAILS) VAULT TAPPING / / \ \ 6" HDPE IPS DR-13.5 \ur<\� \G�� I I / / �Lr UTL� 1 27 a o J SLEEVE & k VALVE k/ / 0 FORCE MAIN uT. \ I \ \ r EO/ \ I \ ® 01 EOI \ j I \ GT / uG 4.25' PROPOSED J L G TO BUILDING \ � GRE LEGEND: Z a \ C -\ 52 / `G�O \ \ I FORE:1 (SEOEPLANDSCAPE PLAN) OSE O / CONCRETE SIDEWALK J - - _ 1- _ \ �g \ \ O CAP 8" FIRE \ LINE FOR ..... J ® v / A \ \ \ YUTURE SPA e 6�. / GUEST R HEAVY DUTY CONCRETE CD CJ G i v V A �d El 2 / PATIO ��'�� J l d \� EBOX INSIDE OLD Q�� �\ \ i�NNECTION _ _ _ � �� U ARCH. PL Q / C 3 \� \ TV PED. CAN CUTS. GP \ TO BUILDING \ / / t, �' SETBAC'- FOR FURT \ HEAVY DUTY ASPHALT 0 X �. TO BOIL /NG / \ \ s \ \ / / 0 \ �\ / DETA CONDUITS FROM UTI Q LIGHT DUTY ASPHALT / CABINET AND TRANS ucgTv/ I (SEE MEP PLANS FO a CROSSWALK \ p �� p � \, INFORMATION) / El PERMEABLE PAVERS J \ IRR / / G \ \ \ \ TO BUILDING GA ✓ J SIZE 0 0� y ZL \ \ \ \ \ A \ �� / CHAN 0 REINFORCED TURF i GcA Q Z \ �\ \\\\ ��\ �\ �� APLOC C� ��' SEPARA ION BETWEEN \" \ REPAIR ASPHALT PAVEMENT AS \ \ 1 \ S UTILITY CROSSINGS (TYP) MILL AND OVERLAY TO BUILDING / TO WALL LIGHTS / Ia Z�O POOL LIGHTS NECESSARY \1y \ .4 \ \� \ \ \ 6" GRAVITY \ \ \� OGp/ K \ \\G \/iL _ (PVC) \ \ \ \�- / \ c c \ '\k\ PVC \\ �/ \\�_ \ � �\ cp BOX � � U J lRR HH '\ \ \ \ �y \G° 1RR lRR I I \ \ I C4.02 I I C4.00 s;1 Q% _ - I IRR HH \ \ cam\ PED PEL�I I \ \ q , ^ 6 RFq \ 6„-8"SAN PIPE �Z \ \ \\ \ (APPEARS TO BE TFM FROM BUILDING) \ \ \ icy / oc \ oQ W TO BUILDING ° P REPAIR CONCRETE \ \ \ \Gcr \ T\ TFMRIRR I Y 1RRHHH \ SIDEWALKAS [y\ \y\ NNECCESgSARY SANITARYMH \ IRRIGATION NOTES: DH I C4.04 JOB NO. \Sq \ TOP=435.65 - - w- - w- 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT I\ 1NV IN=427.76 \ MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL 'AI O SCALE 1"=20' co I C4.01 I 40241 cl INV OUT=42702 \ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL Q vl \ \ REQUIRED KNOX BOXES. S 0 20' 40' z I - - - I SHEET NO. I60 � J �i \�\ I �-----_J C4.03 °P L �l BACKFLOW \ REVENTER \ 11.250 BEND (4) 45° BENDS �� I / ICV — — v / [� k � � 'i CRAYG W. ]. BOYARS KT o� / j / ro / G Lic. No. 0402048507 TRAFFIC RATED T SCH. 40/\ � / 8" PVC / PVC )CONDUITS �� / / / \�- �p� S/O6/2� / PULL BOX 8�p TONAL VN q„w qU�,T 4" PVC G SpN �T (2) 4" SCH. 40 PVC CONDUITS (PROVIDE TRACER WIRE) / G / \ \ 10 � q I'V ® �\ / SL �. T (4) 45° BENDS / QZ TRAFFIC RATED / w / 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 ua >' 3 NECESSARY / ¢ LL y 3 C 22.5° o /} CKFLOWBEND / / /} � W L M REVENTER SqN� CV \ \ PiG9Tjp v ¢< J / J —v K ~ O / ICV \ / L �O/ j (2) a > o N 75' SETBACK / L 90° BEND W r � v ICV / Iy�OLO) Fps O/� SAgjC BENDS \ \� / .� F ? X O jjj �Q \ I / WM WVO\i V U�T / SAN CV/ —UGr_ F� v a v� J SL ll l R HH — Icv ucr a v WM W \ o/A Luc iV >u° U G J� \ \x ICV J� /��'�/ S DEREPAIR WALKOAS BETE S9ti i \/2\ \ TJ\ \ \ \ 0 ON O z 4"1jv / L /� \ / TAPPING / NECESSARY �i\ \ \ \ \ U v O a m / CV VAULT / 6" HDPE IPS DR-13.5 T< o w L (2) 45° BEND �/�l S ii ° SLEEVE & VALVE \ N \ //� FORCE MAIN urt� ~ > j w GAS MAIN EXTENSION / J / / l /! i �� �L / \ G (BY CITY GAS DEPT.) / (2) 4" SCH. 40 PVC CONDUITSQL o� (PROVIDE TRACER WIRE) \ \ Uc JX/ CV / / / // \ `V� // / / / /l \ri S� / ( z z v / D SP 8" PVC �O\ I S / / / l � EBOX INSIDE OLD o 0 TURN AROUND AREA �� / FOR EMERGENCY F 4" PVC \ ICV / 3 TVPED. CATVCUTS. VEHICLES ��� p"" \ v l % / / TO BOIL ING �� \ Lu R10' G\\ //f \0 > C7 Lu EXIST. 15" RCP 6" HDPE IPS DR-13.5 R10' CULVERT TO REMAIN SIN FORCE MAIN X �� / �Q�S� / 61 F Q Lu N N m C' \ 0 O N o TRAFFIC RATED U A� / OOPS / / N o PULL BOX \ / o o / \ IRR� GZ > / N / / \ 100' POND / ` o \ HH / �Q y _ , �i � DATE SP / \ / BUFFER / / Gco i / �F�` Z ry\ O0 / 20' / / 9R 20 \ / / \\ / REPAIR ASPHALT } 03-26-2018 / / Q PAVEMENT AS NECESSARY y DRAWN BY R20' \ �� ,G/ 9 \ (" GRAVITY A. ALLISON TFMR #DL37 0 �X PVC (CIRCUIT G0324) GQ/ Q/ I \ TO BUILDING TO WALL LIGHTS \ /\\ \ METER J �JG / \ _ _ _ _ _ Jo �IRR HH\ c \ \ \ • DESIGNED BY 4) 45° / /� STANL%/ / \ x/ / SHR�Bq IRR HH \ A. ALLISON / B DS / / / ^ —SANITARY SEPTIC LID ® Rey I • 6"-8" SAN PIPE TOP=423.77 ® (APPEARS TO BE Z • CHECKED BY \ I R20' / ^ / / J/ I \ -// / Q a O / FROMBUILDING) • C. SHIFFLETT TO BUILDING lRR HH o P REPAIR CONCRETE 0 SIDEWALKAS • • SCALE \ C �n Z TANGENT / \ I J / IRRHH \ \ Q / NECESSARY `TZL POINT OF \ ® \UGT / I \S • 1"=20' CURVE (TYP.) V Q O / aN \ TOP=435.65�r1 R2.63' ��� ���� �� A lNV 1N=427.76 2' PVC GAS LINE G) 0a \J G J \ INVOUT=42702 / O POOL LIGHTS Qv Q I / UTILITY CABINET & CONC. � R2.5 / � \ / � _ / z PAD FOR TRANSFORMER / \ \ la��l W (SEE ARCH/MEP PLANS �t FOR SIZE, LOCATION & /Qv SPECIFICATIONS) SL 2 5�,� ED] I O A w QZ RI9 I \ R5� _ — \ \ BOX S / \ I 0, O OX ` / \ \ FL U j 6" PVC @ 2%u 53.4T \ SLOPE \ �Q -j / 20'X20' SANITARY F ) 0 (SAN IT \ / TOP OF SPUMTRUCTURE UCT RE G) 8 GRAVITY 6" ABOVE GRADE. R10' (2) 90° BENDS RETAINING WALL (SEE SHEETS 6" LEAN UT (SEE SHEET CIVIL SHEET S302) \ \ l UGP l 1 PS-1-PS-3) INV:426.50 15.89 , \ \ \ \ \t \ SyQ // \ 18"25.5' \ \ \ \ PROVIDE AT OF VERTICAL SEPARATION (4) 45° BETWEEN WATER & BENDS 9 95 \ XX Z UG �X SEWER LINES (MIN.) IR 1 \ \ \ yy X� ~ 45° BEND \ \ P� T U' PROPOSED PUBLIC GAS LINE AND METER. O F C / Q c. 7 4,322 MBTU/H (5PSI IN/0.5 PSI OUT) \ 1 ~ L PUBLIC UTILITY SHALL INSTALL LINE AND GAS CONNECTION / Iz°WHITEDFr 7 > \ 11 L C` METER.(TYP.) ro PLANS)(SEEARCH/MEP \ y y \ 4" OMESTIC WATER \ (2) 4" SCH. 40 PVC CONDUITS 45° BEND LINE CONNECTION \ \ \ \ W 1 ` (PROVIDE TRACER WIRE) LAUNDRY \ \ \ I O w \ 4'x4' CONCRETE \ 1 u j I --I 8„PVC / MAINTENANCE LANDING _ Z � � Iz�• WHITE �" O .J , ^ 900BEND BUILDING \ 1 WPOBUFFER RPq� < v, \ \ 1 \ H� 2'x2' COMMUNICATIONS MANHOLE (TYP) \ m G 8" FIRE LINE \ I Q CONNECTION CONC. PAD FOR MEP EQUIPMENT' \ (SEEARCH/MEP PLANS \ L 30"WHITE OAK Q y. \ 4"DECIDUOUS KESWICK CLUB, LLC 900 BEND 4'x4' CONCRETE 0 DB. 4723, PG. 596 25' LANDING \ LEGEND: Q PARCEL lD: 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 -F \ 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, V w LIGHT DUTY ASPHALT / 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 J %// / // , a° ° �gP�/ / \\\\\ \ `\\ \\\ ♦ \\ \\ 1.31' CL ..Ii1♦11��• — — EXISTING Ix O i % QORETNTION / F/�CILITY 1 /��� .i./. ///y/\�i/�>'.i/ // / , /,r!/�/. _.//�/�/ s. •(L`�/GJ/ //�'_ /J // Ij �\ 1 (I I(I P\ 1 \\ II I I / j'L/ / II I daf p3 3 D \\\\\ O\, O \\/_\\_ _�\\ � \ \\\ \` \ \ \ \\ \\ \ \ \\\\\\� 0�.3�6' 03 C5.0-4 \\\ O —�--I�IL —05.— 03 °STORM GRATE 600 I JI C5.01 If CRITICAL T�P=441.74 Al° SLOPES(TYP. 3 INV041T=438.84 G — ('�/" OTTPMIjILLEDWi DEBRIS) / `�� \� \\ \\ O ° \\ \\ \ \\ \ \ I\ TOY0=49 GR,'TETC =439.W6�OTTOMFILL'. EBRIS) vo \\ \\ Q \\\ \ \ 343 44944844j Or \ Q / / \ �� I ` LIMITS SURVEY OF \ \ \ \ 1 \ \ \ \ \ \ \ it \/� /I �� \\ \\ CRITICAL \ \ \\ \ 1 / //%% / (/ .�• GP \ \ SLOPES (TYP.) \ \ \ \ \ lNti dll \ ....'........................ \ \ \ \ co / 447 .. 1 \ \ y . U CRAIG W. J. KWARSKI Lie. 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AT FOUNDATION±461.83 FOR ROOF LEADER (1 % SLOPE MIN TO STORM- i SOLOCATION/TIE-IN. / _ STRUCTURE) f82' LI / 13 117 C / 465 -, OFACOK50 \ / p. 1 I I C5.02 I C5.00 / P. � � � `� TRENCH DRAIN � / / , � / j, / '� / /, ) J I � I I I ! , , / l' /. ./.%/L / I I "\ ( ( I I I %,Ia / j//�:1L INV:454.77 , ° 3 I I 9 p\ ,/ yM o g6a1 I \ 33 } / p - _ - � „ ` / �\ \VI , , / / / � , / °� _ I I Irr 10 �o 4 / / / /, \ I I / ' I I V Lie.. No. 0402048507 1 T�i v I ( \ 1 I I I ' ' TING / I I I \l.'.,. _ / °'� C5.04 IsSICs I I C5.03 olvnT z. / , PROPOSED FRENCH DRAINAGE SYSTEM � / / / / � 1 / , , I l / GAt ON 12" NYLOPLAST BASIN PULL BOX c / 1 / I / I I 5 1 I / ( SYSTEM SHALL TIE TO THE NEAREST I j WALL\2A PROPOSED STORMWATER STRUCTURE. SOLID COVER\• "'� ! / ! I ! I I / / l / ! TW 457` REFER TO SHEET C1.04 FOR DETAILS. INV OUT = 444.00 1 e IN'V:454.98 /I I 4., RFORATED � \ �,� ', � - _ PVC < \ (2) 4" PVC ELECTRICAL \ ct 334 \ p �4 p I / r / , 1 / ! I_ I NDERDRAI k i p CONDUITS WITH PULL BOXES " HD E !/ / / INV:460.47 / / / 'I. (IYI- _ 6" v LOCATED BENEATH PAVERS �� 1%S OPT / h / /'//',', / / / ' 1 / / / / / / o E INV:462.28 N' S / 0.5% SLOPE MIN. - / Q / / // // / ! / // / / /' / / 1 .. 4" STORM DRAIN 6o PF N \ / S CONNECTION. 1 /o LOP / / / / / / / / / I / / Q o \ \\� SEE ARCH/MEP PLANS V (4) "F\ o UT L H FOR DETAILS. ° SU FACq �41 �I l 1 / \ /1 / I / // p l / v w ai E G O \ 1 / t32' OF ACO K50 D IN ^ I II .l I l l 1 I / , l l / // l l W .N 3 P N TRENCH DRAIN ROOF LEADER ° PULL BO Q� a 3 1 \P\ o \ \ CONNECTION. J 1 I I I I / ' / ! ! / / / / LL ^ c \ h 1 SEE ARCH/MEP PLANS ® / / I / w O I j / 1/ 1 I (/ � _j pcO FOR DETAILS. �, I � I I 1 I 1 w F.. J SCALE 1 "=20' co awG o rn Qz W ai M 0 20' 40' Z C X 0 Y Q_j Q <'. 1 451 '/ 1 \ l \ \ \ Ir as °; w PULLI'BOX 1 .'1.' ' ( \ \ \ \ ` ..................... > N U v ( a� Ln \ \ \ I / t 158' OF ACO \ I� F .... \ \ \ ............. a w z K�00 TRDRAIN / / }l \ \\\ \I \ \ \ \ \\ ` z zo 0 .ti n �H m he . \\ L' 1111` \ \\ \ �\ NOTES: w (n � - \.< \ .. \ \ Of I- I- I PROPOSED FRENCH DRAINAGE I I _ \ 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH 2 z 1 \\ \ SYSTEM. SYSTEM SHALL TIE TO THE I - _. -..... �.,.�.....�..... �'.'.. \ \ w w I �- \ A FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDS Q Q \ NEAREST PROPOSED STORMWATER I I' f \\ - \ \ \ \ UNDERDRAINS. Z 2 413A I, I / .' - �. \ \ \ ' ' .� '\'... \ 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS g g STRUCTURE. REFER TO SHEET C1.04 / \ \ FOR DETAILS. / / _ �... �.............. ¢ ¢ 4 \ I - - \ TO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES � 8" SOLID HDPE/ � C .'. ^ \ \ \...\'.'. '.'.'�.'.. .. 8" AND A MINIMUM SLOPE OF TWO PERCENT 2% z z 1'... / \...........' TO TIE INT(j // \.\. 440 / \ \ \.'.'.'.'. �.'.'. 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER a a \ I I (2) 4„ PVC ELECTRICAL \ \ `` 1'.'.'.'.'.'.'.'.' _ \^ I / CONDUITS TO TERMINATE TRENT DRAT \ \ - - - \ \ \ \ \ \ \ \ STRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED IN (D \\ \ 0 / WITH A PULL BOX , / �P I \ �� \ \ \ \ \ ` \ \ STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO O R I \ \ _ �i \ \ \ \ '.'. \ \ .. ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL Q' O O 4" PVC (1.5% F / I \ \ - \ \ \ \\. \...\..... \, I \ ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION F SLO$E MIN.) \ II I 11 HAS BEEN PROVIDED. p \�..i.. :4 I w / y 4" STORM DRAIN I ` 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT \ \ I I > \ \ mw p u -• CONNECTION. \ \ �- \ 1 \ \ \ (\ I . I..I . I f I I I CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND Ui 0 0 SEE ARCH/MEP PLANS - PULL BOX /I - I \_ _ _ _ // �\ `\ \ \ I I ,j 1 1 I I INSTALLED TO PROVIDE 1%SLOPE MIN. UNLESS NOTED OTHERWISE. U LU N N FOR DETAILS. /- \ 1 o I 1 I n o I a o 0 UGP .4.y. ..I I Q N o S\ i rn (2) 4" PVC ELECTRICAL �o \\ I \ / CONDUITS WITH PULL BOXES n o LOCATED BENEATH PAVERS v y ! / J' I I I ' l DATE 0.5°k SLOPE MIN. /.. . / 1 1 o 5� \ \ )I \ I I 11.. /1 _ J/ / 1.. >_ 03-26-2018 / ! I i I .I. I I.,..( .L. I L.I.. / 1 DRAWN BY \ / I � � 1 I I / 6' HDPE _ PULL BO 413 ! J l / y 1% SLOPE l - \ / - - _ J I I I I I I I ) 453 - / - i12" NYLOPLAST BASIN - (4) 6" DIA. - / / / 1 / / ( I L.'.I .'I' 1..1 '.'I .' . './'. ( ' } ' 1'.'.�'.' 1 I ...... 1 A. ALLISON DESIGNED BY C \-- L. I \ G SOLID COVER SUREAC uTL� I i ' ,: b / 440 J 1. 1 . l . l I.. I I. 1 . I � I 1. i 11 ' SEE ARCH S r INV OUT - 449.00 / .� I j . CRITICAL \ l ! ® RAIN � I \.I FOR RAMP/ TA RS. I I _ ROOF LEADER CONNECTION. UT / o SLOPES (TYP.J i \ �� 6� HDPE I I I • y /% o y I I.. J. 1 I ., . I I I. J .I. • � / 4 / / // r / SEE ARCH/MEP PLANS FOR DETAILS. �� '�% SL 44g / / / - ^ ) J I I I . • A. ALLISON a5o )'.'/ STORM DRAIN - 447 / / / \ I / .'/ .L' 1.'! '.j .L' �.'. \ 'I .' I '.' I I �.' .I. SEE OR DETAILS. i aa8 / 448 / / / 4>/ , \ I I ( .4. Y I I \.' I } I ) I I L'. • CHECKED BY s^ S6HR80 PVC ROOF / '� ! / a° 1 \ / • C. SHIFFLETT 1 46 /i / / LEADER TO PR�VID! 0.0% Ny0 ° �\ \ 4y9 �J!/ ' SLOPE�dINIb1UM `/ _ /` P L X / / / / / I I / / \\_ \/I I .j. 1. l !. I/ l i� 11 �'.' I . I 1 l .'. L"/ / / • • r?VC STORM SCALE CONNECTION. / / L/ .4q / \ / /.. I • 1"=20' / S � SEE ARCH/MEP PLANS �., 6 , / / \ / ,� � % 1 / FOR DETAILS. / , A / / I I \ ! .l'.1 ! !.'/ 1 /. I , ./'.'.'. ( , _ 435A 447 " HDPE 4 S °, / III �.. . 1. / /.. / / / • V / 21� - 6 SCH-80 PVC ROOF O o LEADER TOPROVI 1,.0% DOWNSPOUT SL MIN / \ 446 (TYP.) re) 444 411 / I �^� I / i.. y / . /'/ j j l) f % / • / I l I l _-FOUNDATION DR�NRG/F$$5 27Lu /445 , - _ _-(SEE,[JDFE #3..ZH1 � EET) Lu . No / .x \/ � � WNSPOkJT � (TYP.) .. ✓� � 31 ' �00 X - - . / .. / / 1 I I 1 / / ' // 209 ~\ '>'\ % / I �'��.. \ .\.. ,, .a, _ I] / b�. �°�.._ h i,� G`R/TIC,�i a" PVC STORM DRAIN / ! / / / / / / , / / a / I SLOP S TY/�. 5 \ / °^ � 1� CONNECTION 1%SL '� - �' ,• / / / / \ _ SEE ARCH/MEP PLANS FOR DETAILS. / / / / {: l �/ l / / // / / l /i� ✓ ' �'. .' ✓' \ 6"SCH-80PVC ROOF APPROX. LOCATION OF LEADER TO PROVIDE 1.0% e " `• / / / / / ( I \ I _ - SLOPE MINIMUM EXIST. 15" RCP LINE - <: °.. �, ;.. / / . / / / y y // / / <• / / / / .:� \ RYp) INSTALL MANH6LETO \ �. y .. / / / / / ,/ !.', ' / ('. ....�. r ----� \\ I \ '\� ui REDIRECT TO�MWATER. �� ry� / I / \ _ _ - \$^ "' A ! / FOUNDATION DRAIN \ • . 1..1.. � � l �� "� '\\ \� \--\ �� . •' • ° INV AT FOUNDATION t42900 1 _ J / M (1% SLOPE MIN TO STORM .'I ' / ' ' \ W STRUCTURE) \ FOUNDATION DRAIN � ? � _ �^� ,� ' ' \ � Q (�] ' \ \- ,\ INV AT FOUNDATION±432.00 429 - ° I / / /, \ 1 z `D \ �� \� - 4a2- - e%. \ \ \ \ (1%SLOPE MIN TO STORM / \ \ O I I I ! / STRUCTURE) 6" SCH-80 PVC ROOF a ry : / /',', \ I J iLEADER TO PROVIDE dl \�. P 1 / .. .. .. / - I z -_-\ \ .y\ 1.0%SLOPE MINIMUM / / / \ DOWNSPOUT (TYP.) `^ .. 1 1 / .\:\ \ > 508 - \ _' FOUNDATION DRAINAGE // / O6 / / I �I \ °\ (/ I I z ✓ T - - - ' \ \ 512 (SEE NOTE #3 THIS SHEET) / JI - / \ , / D FOUNDATION DRAIN / I / I / / / V / O -\� I \ - \ / \ \\�\' \ �. �'� \,C` \,. ,A / INV. AT FOUNDATIONt429.50 /J.. / ` \ / / ! 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ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS T�P=441.74 TO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES // /rJ I l (^ \ /� y// %/ l — / CRITICAL /NV N-439.06 \ 8" AND A MINIMUM SLOPE OF TWO PERCENT 2% . \ \ \ ///! SLOPES (TYP. / J I I 1 ( ) ( ) / � I I \ \ 'i /.' l � / ' ( P I WV 04/T=438.84 G 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER / l / J I \ \ 1 \ \ �!��.' l / �� OTTOM FlILLED W DEBRIS STRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED IN / I / \ \I I I ,' - � � ,� �,% / � I \ STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO / ) I I % I \ I / ��' / \� TOR GR� TE ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL'/� =44 7 \ ENGINEER & ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION / / / `\> lINV N=439.k16 \ (�OTTOM F/LLt�D 1 DEBRIS) HAS BEEN PROVIDED. 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND INSTALLED TO PROVIDE 1% SLOPE MIN. 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I ���, i'I�I�I�I � ��'�!p�i:�: `� ���,`� �J 11 1 i r I I I ►� I I I I � ! �G,� •• i,� ,I,I,I 1,I�►��j1 ` ��, '' g ��4�I�I�� i1 i�i�i�i . r;,'` '�� j �. : • v v 1�� -- �4�i�i% ` ` I�I�I�I�I IfI�I�I�1 ♦�>��i•� % �`e. �•- -, ,.' �� , � - -. � � � � _ I�I�I��.�ilki2.�Io!!�I�;+e . �,` ��\ \\,Cw7�'► ��I����i ° • • ImI40�I�I . � I�I�IIfi�I� •. ! I / �l���l�� . —I � _ 4.78 vr.a�v�• I JTpICM J1IA L 11= IV / a \. \\\ / / / I V (�\• j \ J WALL\2A / 1 JI/PROPOSED STORMWATER STRUCTURE. SOLI cz K TW 457: ,�. l REFER TO SHEET C1.04 FOR DETAILS. INV OUT F Z Z U I I 11 �Gc\ \ \ I I o 704 / IN1/:454.98 BW 456� / \ 1� \ I o I \ RFORATED ` �.. \ c) 334 Lu > I \ \ 0 I c \ \ \ \ L I � � NDERDR VC w , ' i \ (2) 4" PVC ELECT = N N "' \ j \ 1 INV:460.47 , 4" 11 CONDUITS WITH PULL B Lu N N 6"ww LOCATED BENEATH PA < F o� k8 0.5% SLOPE z cl ^/ o \ ` 1 4" STORM DRAT O o 0 \\ / I T CONNECTION \�\ \ 705 \ \\ / SEE ARCH/MEP PLAN > \ g'F \ UrL H FOR DETAILS. DATE 8.F $„F � G G ch \ \ / t32' OFACO K50 0 / ✓ I \ \ \ _ TRENCH DRAIN ROOF LEADER CONNECTION. > 03-26-2018 \, 3.3' SEE ARCH/MEP PLANS DRAWN BY 0 \ \ \ I _ _ t D FOR DETAILS. A. ALLISON \ F /I (\ - I / �\ \ \ \ \ \ \\ \ f\ \ 1 \ \ \ / • DESIGNED BY h \ \ - \ \ ,•'.. I • A. ALLISON J Q/ x / \ \\All \\ \\\\�\ \ \\ \ \ \ \ \\ \\ \ l � \ / � � • CHECKED BY v \ % I \/6-1 \ I \ \ i • C. SHIFFLETT _ \ / \ - 1�` \/ I � \ \ � � �: � \ \ � / I • SCALE 458 / / J / w \ / \ \ l \ \ • 1 "=20' PROPOSED FRENCH 3 \ 8 \ \ \ I \ \ / SYSTEM. SYSTEM SHALL T (/1 < NEAREST PROPOSED STO IV� .�,, , / STRUCTURE. REFER TOSH 1 FO 466 I Z • �Q7I ( ' I / I I / 1 / / 1 /> /\ I I �\ • \\ /^ \ (2) 4" PVC ELECTRICAL uj CO NDUITS TO TERMINATE \\ I / l \I \ ` \\\ \ \\\\ \ \\\ `� I /1 WITHAPULLBOX `\\ I I I \ \ \ \\ \ / / / \ \ \ ✓ �o I `�\ 4" STORM DRAIN > \ \ 7\C�RM GRA \ i CONNECTION. N / P \ SEE ARCH/MEP PLANS Q 78 68 \ i I "F _� \ / / i // / I / / \\ \ \ / �\ \ \ �\ \ \ \\ \\ \ \ rn� I\ _ L FOR DETAILS. UGP \ > / (2) 4" PVC ELECTRICAL ^ CONDUITS WITH PULL BOXES L�L SILOCATED BENEATH PAVERS \\ \\\\ \\\ N % ® \\\ I 1 /) `, / / \ \\\\� ) \'' \1\ II / \ I I \ \ c1 \ I 1 I I \ \ w , 0.5% SLOPE MIN. AN \ �\� I /\ d0 WI 6" HDPE a. LOPE INV ucr— _ \ ( \ \ o \\ �- 12" NYLOPLAST BASIN I F ~Lu SOLID COVER NS V/ GG UTL CRITICAL INV OUT = 449.00 OR RAMP/ z3EE ARCH CTIOUTL� SLOPES (TYP.) ROOF LEADER CONNE Q 43,Q_ \\ \ \ \ \ \ c 1 \Li _ - _ \ i l 1/' //�ij / SEE ARCH/MEP PLANS FOR DETAIL60 S. Q z 1 /.. 450 1 1--I r � ` ' 45 \ , . � \ l \ o � /// L/, STORM DRAIN . > 6" HDPE Id DR-13.5 v <� i \ o° III \ �\ ITL 1 \.� _ \ /// /// // SEE OR DETAILS. Q \\� \ \ \ty\ ,\ l \\ I `\\ C \ \\ �\ / G 1.. \ a60 y/j/ //;: 7 FORCE MA /— \ ' / )//' \ 6" S�H.80 PVC ROOF In Al \ \ \ \ \ I \ L LEADER TO PR�lifD.F p.0% l \� fj \ I / / /. /�, / 1 / SLOPE-IMI YlUM z C) ;4I �VC STORM DRAIN (TYP') I I I/ / \ \ L - - - \ \ I \ \' \ \ - - / c 4S9 4SS 4 ✓ / CONNECTIONU . (a // / 'r,G 1 �451 4S2 t �� �. S � ARCH/MEP PLANS / z w z / \ \ ' \ \ \ \ \ \d 1� \ / < - _ , , \ \ 450 - - _ice ✓ // FOR . AILS. J J 01 ( II (EN _ \\ _ 44 Q DNOTO Q 44T / \_-/ -80P CR�OF I„ / / H (A ""'-4 2: r \, j / J \ / \ .. .. \ .\ (y \ \ \ \l / \ v \ '' \ \ \ 6•. {, / Lu LEADER TO PROVIDE 1.0% q / / y. // / 1% co I I j / / / / — —Q, \� \ .''�' \.'. \.. \ \ \ \ �\ \ / —• �' — _ / DOWNSPOUT SLOPE MINIMUM I 446 / (TYP.) (TYP) ,Q44 �// / I STORM GRATE \ \ \ '\ \�� UCA1V i/ .'.. \ / \ \� / M TOP=436.66 \ \ . \ - _ �1 / \ \ \ - _ �a 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO l I INV OUT=434.70 '2 �\ .` �.�.'.\ \ \\ � \ \ / \ oc S� / SLOPE TOWARDS UNDERDRAINS. 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUM y\ N \... �.� . \ L , / ��---1 _ \ - ` ' / DIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%). 0 f 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BE / I � -- � air' � _ �-\ .\ ,�'�, , .'. ,' '. , \ \ /•�� -� U \� / , 1 \ \ � \ � - - - - _ - ,c / 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. L 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERS \ 1 6" GRAVITY SHALL BURIED AND INSTALLED TO PROVIDE 1 /o SLOPE MIN. UNLESS NOTED OTHERWISE. UGP/ '\k 1 PVC ✓/ / \__ J�/ cam\\ C\ �\ \.\ c \ ✓�— �\\ _ r ,\ \ I I \ I --I ` �,. C5.02 I I C5.00 \ I ...\.\�'\.,... " 1 (APPEARS TO BE Z /� /1 � \\'.\ \�N / /✓�� \\\� r `f - / /) Lu FROM BUILDING) \ \ \ SANITARYMH \ \\ � ucd' l � I C5.04 JOB No. / I l - \` qN ---�\ TOP-435.65 .... w� _ w _ _� - - GT - - - _ IlNV 1N=42776 \ \�.' .'�. \.-_... /� - ✓ \ I�_ \ u �GT \ ® \ - SCALE 1 "=20' I C5.01 40241 \ c s lNV OUT=42702 / - - _' ��_------- _ _ - - - �p // ) \ ------ - --� --_-___- --=\ -- - \ \ (�GT\\� - O 20' 40' z I� J —I I SHEET NO. 0 c 5 a ai .N c� c 0 N 0 o. a m 0 0 d N a) a 6 c rr� F. Wa �O o � (7 �z mO 22 0 c mw c (y m rn � coo � U c U) 3 Z u z O m 0 0 al o w -�0 0 o. w 0 -N o. 3 7 to N O d cm c .y.. U E o v 3 c 0 N O � � C 0 c u o m U c ` 10 c c 0O l0 n° m E L F- L m IT vCID G / 1 \ //G \ ab � / ICV \ \, \ \=3'_ p.4 IC \\\\\ { \ \`� s ®\ �F \\\\\/ ✓�\ l� l j II < ,� / F� / \ \/ / I{ 1 I N \ \Iv co \ I I I \ 75'SETBACK /J 2 f \I \ / ICV AN I I Ic-440 UGT- v \ BUG / Icv ICV HDPE IP DR-13.5 FORCE MA PTt' ?Jill\ / 9 ,k / I lc A / / r - 1/6" CLEANOUT "HDPE IPS DR-13.5 \ \ ^ \ \ \ j i \ ADJUST GRADE TO / / 426 \ c�P�\ FORCE MAIN 'o DIRECT WATER AWAY / /FROM ASPHALT l / 6" PERFORATED - ^ \ \�\ \\\ \ - \ / UGP / UNDERDRAIN u 1100'POND N \` \ \ 6" SOLID PVC P� / \ / BUFFER \CLEANOUT 6" GRAVITY 6" CLEANOUT / ti I i / 1 1 I 1 ,Y \ 1 / / � / � ' ` / JGQ 6" SOLID X / I PVC / ro I / 0" DRAIN /'.. ' \ \ \ e / 1 / / .. ,BqR 6" PERFORATED SANITARY SEPTIC LID / / Fq v / ^ )� \ \ ®\ _ \ / ^ ^ \ N UNDERDRAIN �\ / TOP=423.77 \ \ 1 / / / / / \ l \ � ^ \ ` 1 (APPEARS TO BE I'. FROM BUILDING) 6" PVC PERFORATED \ / / 1 I .(. f '.' ( / P ( 2 FT 0 STONE STABILIZATION G / / /.'.'.".'7'. - \ \ - ` I I'. / / / / / o 9 `% UNDERDRAIN / / / \ - - \ ^ ^ �\ .\'A '...�.'I-/ / (RIVER ROCK OR APPROVED G\ v, 'G \ �, 6" DRAIN BASIN , . \, / /.... .... \ \ \ .\. {...I . / EQUIV.)(TYP.) t\�L \ / / / \ \ \ { J SAN/TARYMH \ I 6" DRAIN \.. \ \ \ _ J sq .'.'.','\' TOP=435.65 \ ` BASIN INV IN=427.76 oc /... / C - c / g lNV OUT=427.02 I \ \U� UNDERDRAIN 809A ' / / /� � /�/ / CRITICAL TO TIE TO PVC o / / ' / SLOPES (TYP.) \ \ J/ \ \ \ \ •{ { • \ \- P /\/ \ ( 45" `'� \,\ // _ SQ8 / A\\ / \') \\ �\ ..\i.,. \�\ \ \ / \ / \' o / \ BENDS \ r I \ \ / \ \ / 35 810 0.5t AVG DIARI RAP / \ \ \ \ \ \ E01 �\ \\..\'\�..... .X V. I WIDTH S=9.5' ✓ _ .,.. \ \ � \ \ \, \ Al ` \ \ t•i ° - LE 6TH = 8.0' ^i;24'OFA O S200K TRE�NPH DRAIN. I \ \<.. \ rs 811 \ \ \ \ \ \ \ Q T CH D IN CHANNEILTO IV TO&'SCH-80\. PVCL EF0 ROOF LEADERCONVEYAtNCE. \ \SEE IN TALLATION DETAIL SHEET C1.0:�, \ \ \ NNv. a6.aa ` \ �R \ \ /\INV. 426.34 FOUNDATION DNAINAGE \ l \ 1 I \ �-'\ \\ 1 < ... \ - _ ._ -` \ _ _�. \• _ �� /� / / ✓ _ _ i �� �\ SEE NOTE#B THIS SHEET) � - \ L \ \ I \ \ I \ 8"SCH-80''\(C ROOF �- \ \l .....\-- \ \ \ \ \ 1 'tEADER TO CONNECT TO \ \ \ ( .. ....•--\i•.. \:..'.- -.. _ -, 12"WHl OAK D SPOUT (0.8�/aJ - - vc2 / \- \ \ � \ ..'.\'.".....\.` .. �. \.. �=�,��-" ,,, .•.< .-.....". y".'.". ' ' i \ \ \ \ \4,L 29 \ \ \ \ \ \ \ \ MINIMFIWSLQPE) \ \ \ DRAIN-BASIWT6.0114 \ \ \ \ ROOF LEADERS. \ \INV. � 1 \ ;z? `- \ � � \�.�•.-1.----._- -- \ \ \ 426. \ 8LID`COVER \ _ \ \ \ 6" SCH-8b\PVC\200\F\ \ 6� \ �\ \ \ \ \ \ LEADER TO4�ONWCT ZO \ 0.5' AVG DIA RIPRAP vuNSRour 1% \ \ \ CLASS Al \ " \ r \ ✓\\ \ \ _��`12"WHITED \ \ \ \ \ \ \ MI PQUM SLOP � \ \ \ \ \ \ \ WIDT#il1 = 3.75' \ \ \\ \ \ \, \ / \ \ �� \ \ \ \ \ 1 \ \ \ \ WIDTH 2 --7�5' \ \ / \ r ^ / 1 _ -\\ \ \ \ \ \ \ \ \ DO /yNSPOb �(rvR) \ \ \ \ \ LENGTH = 6.0' \ ✓ \ \\ \ / 1 I \ \ \ \\\ \ \ \- �� /O\F R \�\ \ \ \ \ \ \ \ \ \ \ v D PTH = 1.0' \ \ \ \ ^ l \ W�8 F \ \\. \ \ \ 1 \ \ \ \ \ \ \ \ \ INV"426.52 / / ` 1\ ` \ \ \ \ ✓ \ -�� \\ \ \ \ \ \ Nv. azs.5b \ \� VE�ETAT€D LEVEL SP ER \ Y _ 425.75 �. \ DESIGN FLOC( 3.5 CFS \ \ - \ - - l / 801 \ - DEPTH = 0.5 FT \ 1 - - - _ / ' ` WIDTH = 6 FT �'/ ✓ �/ NOTES: \ \ \ \ \ \ Q \ 1 429� \ LENGTH = 10 FT \\\\` 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO \ \ \ \ \ \ � \ INV.485.68 \ � .� \ \ \ \ \ \ / _ � - \ `� / i' / SLOPE TOWARDS UNDERDRAINS. \ \ \ \ \ "wU\ ` \ \ A3o \ \ \ \ \ \ \ \ \ \ _\ \ \\ \\ / \ I \` ^ ^ - \ \ \ / - ' ✓ / N \ I 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUM KESWICK CLUB, LLC \ \ \ \ 804 \ \ 1� \ \ \ \ % \ \ \ \ \ - - / / I DIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%). DB. 4723, PG. 596 \ \ \ A? _ ` ` _ \ \ ` 1 \\ \\ \ \ \ \\ / \ \ \ - - - - - / / ✓ �� y \ 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BE PARCEL ID: 08000-00-00-011B0 \ \ \ \ \ \ \ \\ \ ` \ ` \ \ < \\ \ \\ \ \ _ , \\ / ` \ /� //� / y 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. 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND INSTALLED TO PROVIDE 1 % SLOPE MIN. UNLESS NOTED OTHERWISE. \\\ \\ ROD/F \ \\\ \\\ \\ �\\\\ \\ \ \A \�\ `\` \--\ \ l\\ \ \\ \ •-••\_ -\-� - \\ \\ '� I Ci5.02 I I Ci5.00 C5.03 SCALE 1"=20' a THOMAS M. TAYLOR - \ \\\ \ \ \ \ \ \ \ J / \ \ <\ ` \ 0 20' 40' Z OB. 5074, PG. 214 ^\\ \ \ \ . \ I_ _ - - \\✓\ \ \ _ \ \ ` \ \ / PARCEL ID: 08000-00-00-011A0 0� U CRAIG W J. KO'rARSKI Lie.1Vo. 0402048507 M E O N OV N c E w E ~w a 3 ¢ U. � 3 w p LL 0 n w O r6 o_WtM < U cq W J -Ln w O N CJW N� Z :_ M r = X 0 c� R W ram- i = N = U > a c ON ON y N N M co J kD H z 0 a U U) w z p z o z O o � m m "-' v=1 W Z 2 WCZL ;�i � Z Z 0 O 0 W N O N Q p ck � o DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' V/ L 1 W G W /0 I..L � z W W 0 z z>Q V / z°� Lu 0JQ Q ~� W V Q I -I V J 2 U W i JOB NC 40241 SHEET NO. C5.04 0 c 5 a d .N c� c d N m m 0 0 n o. c m o V N N J d a 0 c rr� ) �O o o (7 �Z °O 22 0 c mw c c (y l6 N � Coo O U C U) 3 Z y Z O m 2 o 0 a) o w -�o 0 o, w O .N o. m 3 0 cc to U C N O a d N O C y U E o v 3 C O N O � � C N �a 0 c O U 10 c N O C O m o. ° o E L F- L -- ------ (' /' I /// ,' °� // r I/ \\ `\ o / \ \ \ `\ \\ `\ I\ t\ \ \ •\ I I I I / I \ \ I r 1 1 r A '�8 \ \ \ 1 \ \ L I I I 1 I 1 i / / / < / . I 'j / G \ \ \ \ 1 IS, C5.07 Od�� /:/ !' / \ \\ o \\ ♦ \ \ \ \\ \ \ \I I \\ i \\ \ / / / / , P, / \ \ \ \ \ \ 1 1 � - / � u cxAlGw J. xOTARst{I IF z\ \ \ \ \ \ \ \ \ \ \ \ 1 1 / /Lie. No. 0402048507 - \. \ O O \\ \\ \ \ \ \\ \\ \\ \ \ \ \\ \ \ \ \ \ \ \\ 1 \ \ � / i I I L !% ly \ \ \ \ \ \ 1 I G REFER TO PLAN TITLED C5.09 I I ONAL \ \ \ O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I \ "KESWCK HALL CENTRAL > \\ \ \\ C5.08 f ENERGY PLANT DEMOLITION \ , /, , / - . ., \ � \ •I AND RENOVATION" SDP-2018-017 / \ I & WP0201800023 FOR I I \ / PVMT / / - \ STORMWATER AND GRADING �gP / \ L0 DESIGN INFORMATION. 444.38" / / , roPVMT 1.50 \ \ O \ \ \ \ \ \ \ N m GRAT PVMT E I / / \\ �458 - n \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Lu / 443.78' \ \ \ \ 1 I W > 3 Of PVMT 1 442.00 \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Q W U c0 / / 44 44 444.9T l //% 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ 1 \ I 1 6. J - // 8 S \ G \ \ \ \ FFLIMITS OF \ \ \\\ \ \ \ \\ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ > 449448`9 / / a> oov rrnr4 E=442.00 o�C7 w1 / ' / / �� / � 111 4/ � // I \ ♦ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I I / Z_ ,.., � Z SCALE rl ` .\4y44.50'lki_ll `TS 441.90- : a'.'' • fie iU B GPI \\ \ \ 1 \ \\ \ \ \ \ \ �\ \ \\ \ \ \\ \\ \ \ \\ \\\\ \\♦\ \\ \ \ \ \ \\ \ \ \ \ \ / I / f / /J/I 1 T '.90 100 OJ J) PVMT p c� a'Q Q446A5' FFE=442. 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TOP 445.83' \\ \ \ LP 439.85 \ \ \ \ I [ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ , \ I 1 I \ \ \ \ \ \ \ \ I \ l I / 1 Of I- h / GRADE - \ \ \ \ \ / / \ \ W W 447.80' \ n , \ \ \ \ \ \ \ \ \ \ \ \ '� Wo 3' X 5.33' APRON \ \ I \ \ \ \ \ �-' / 1 ` \ \ \ \ \ \ \ \ \ \ / \ / \ \ \y o \ \ ❑ ❑ / \ TRANSITION \ \ ` - RIVER STONE OR 1 \ \ \ ♦ . \ \ \I \ \ ( \ \ \ \ \ \ \ ♦ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ 1 \ 1 1 \ \ g g G� _ GRADE 445.63' / \ yry \ �? \\ \ \ \ I \ \ \ \ / \ V / 1 1 \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ L \ \ \ \ 1 \ \ (J 1 Z 2 G \ \ APPROVE ALEN I I \ / \ \ \ \ \ \ \ \ \ \ \ \ I I W W / / \ \ J \ 440.10 U' \ \ / / F 3' WI CURB CUT \ \ / e G / - S C PVMT `44 - \ / AF .zN \ \ O J 448-15' A / \ tz \ ` �\\ } c . \ / PVMT 1 I � o LK 447.38' o D \ O O ddg \ o 36 EXIST. ±440. _ - _ W 4 \ o\ - / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ s.^ I I 1 I w O O \ PVMT \ 4j _ , \ \ 1 ` \ \ \ \ \ \ \ \ - Lu PVMT i - / - \ \ \ ^ N O \ 447-18' < UG,o i 1U 45212' / , \ \\\\\ ` \ \ / I \ \ \ \ \ \ \ \ _ \\\\ \ \ \\ \\ \\ \\ \ \\ \ 1 J f - Q ~ o� t0 O 8 i - \ \ \ \ ! \ \ \ \ \ \ \ l 44 BC 451.62' � � � \ \ \ \ \ \ \ \ Q / \ PVMT - _ / / �` TS 444.82' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ 1 \ \ 1 I \ ul 447.62' 449 i , / l \ I / \ \ \ \ / \\ \ \ \ \ \ \ \ \ \ \ \ \ `1 l / \ / , TW 442.52' .PVMT / i , G a. I ♦ t / \\ \ \ \ 1 ---� l \\ \ \\ \ \ \ ;.: TW 442.52' \ \ \ \ \ \ \ �-� r I 445.39' II / •�-44 \ ' - . 450.08SO - //' _ �•v :�. ` BW440.35' \ 1 \ - / \ \ \ \ 1 \ /' \ \\ \ \ \ \\ \\\\\ \ \ \ \ \ \ \ \ \ \I ; ` = DATE � BW 440.25' \ � \ \ \ \ \ \ �. � I � PVMT P�'+T i / 1 \ 1 \ \ \ \ \ \ 1 O I 4 1� \ ' TRANSITION FROM 3" , TS 442.485' • \ I \ / \ \ \ \ \ \ \ \ 1 / 447.59' \ / _ ,\ I \\ I ` \ 11 111 1 \ \ \ \� \ \ \ \ \ 1 \ ` \\\\\ \ I >' 0.3-26-2018 450.44 , REVEAL TO 6" REVEAL TW 445.3T \ \ \ \ \ \ \ \ \ / 1 i'':a / � BW 442.00' \\ I \ 1 1 \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ 1 450.23 _ TC 451 ® ` - _ I 1 ) 1 1 1 1 \ ( \ \ \ \ \ \ \ \ \ \ ♦ , PVMT , d' •3 , _ ,.ay1'J'� , BC 451.8 ,G).. 452.23' \ /' - \ . �. \ \ I I 1 \ ) \ \ \ \ \ \ \ \ \ \ \ \ DRAWN BY BS 442.54' \ / 447.12'/ o / I �\ `�� - 452 �\ r�TW 444.84'\ ♦ I \ \\ 1 II\\\\ \\\ \\\\ \ \ \\\\ \ \\\\ \ \ \ ♦ . `11✓r \ BS444.85, \ / ,' \ \ \\ \ \\ \\\\\\ \\ \ \ \ [ / A. ALLISON HP ads I I I \ \ \ \ \ co 452.45' �� BS 447.19' I v TS 447-13' ) EP 451.98' \ \ \ TC 452.35' \ ' l ( i ' TS 449.47' \\ \ \ \ \ \ \ i \ 1 \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ p. PVMT BC452.10' \ \ Bs4assz\\ \ \ \ \ \ \ \ \ \ \\ \ \ ` ` I • DESIGNED BY / 450.72' TRANSITION !' \ \ \ \ \ \ 1 t \ / • SWK 4''>`^ \ TC 452.75' FROM 6" REVEAL I • 'Y ^ • ' / TS 4TW 452.0• \ 00'\ \ \ \ \ \ I \ \ / 1 \ \ \ 1 \ -PVMT 450.64' : \ \ M \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / 445.55 )! TO 3" REVEAL \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ I\ • \ \ \ \ \ \ A. ALLISON TC3.50' \ 1 / / TW 45z00' \ \ TW 451.65 \ \ I , \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • CHECKED BY I 8� 453-00' \ \ \ \ \ \ \ 1 \ \ \ \ \ e / •451. ` \ X \ 452 5' 1 \ \ \ \ 1 >.. TW4 75'. N\'°• \ \ \ \ \ \ \ \ \ \ \ - I \ \ \ I v \\ \\ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 V PVMT I . a �, \ \ \ \ \ \ } 1 \ _ \\ \ \ . \\ \ \ \ 1 \ \ \ \ \ \ • C. SHIFFLETT / I / s(2\ \ \ \ \ 446.96' \ \ \ \ t \ \ \ \ \ \ \ \ I ) t • • /Ny TC 4s3.63' \\ _ , • a SCALE PVMT \ 1 \ \ \ \ \ \ \ I 'PVMT• .. ;,.. .%'' 452.38' ;� // \ jam\ \\ \�\ \ \ \\\ \ / I \ 1 I 1 1 I 1 \ (, \ \\ \ \ \\\ \\ \ \ \\ \ \ \ \ \ \ 1 l 1 \ / Sv 451.31' _ 452.00' \ / 1 \ \ \ \ \ \ \ 1 ' � � LP465.86' � l 4 \ \ \ \ \ \ I 447-7! /•/ \-,�°\ \\\ \\\\ \ `\1 1 \ I 1 1 \ ` 448-98' ./ I PVMT ` ` ` / \ I 1 1 / \ \ \ \ \ \ \\ \ \ 1 \ I I (-3 \ \ \ I \ \ \ \ \ L 1 , ^ / / I ` \ \\ \ \ \\\ \•\\\ \ ` 1I 1 f 11 \\__ 11 \I \\\ \\� \ \\\\\ \ \ \ \ I I I I 1 • v, 453.15' B° \ \ �'", �4. \ ` \ I I I \ \ \ \ I \ 1 I _ _ \ \ I I \ \ \ 1 1 I /PVMT / PVMT /r/ / PVMT PVMT \ �� ti R.,_ \` 65.83' LOWER �) \\ \\\\ \ ♦ \\451.75' \\\ I ♦� I / I I I I I\ \\ \\\\ \ \\\\\ \\\\\\ 1 \\1 I I \ 1 I 1 / / ..- ./ 1447.51" / O 451.22' \ \ \ \ \ \ h 448.95' PVMT rt LP 465.76" / , a \ 1 I \ \ \ \ \ -� 454.33' \ \ / / 45�5 \ \ \\\\\\\\ \\\\ \ \ J SWK , / \� \ \ I \ \ 1 \ \ I 1 t l 4/ �\ \ \ \ 1 l 1 I I 1 I 448s1• 45 \'„ \ \ \ \ \ \ // \; 1 \\ 1 \\ )\ \I 1 1 II IL \ / E PVMT. \ ,�' -' �� LOWER LEVEL t a \ 453.35' \ \ \ / ACCESS 452.50, 1 \ \ ` \ \ \ / \ \ \Lu \ / \ \ \ (MECHANICAL ROOM) \ ♦\ \\` v\\ \\ // JJ / / l \ ---- \ /�\I �� G \I\\\ \� \ \II \ \\\'11\ \11 \III \ \ II 1 \ \ 1 \ \ / o PVMT 45 / 5'-• �/ / \ \ / FFE 466.00' \\ \ \} \\\\\ \ ♦\\\ \\ ♦` \ 'r/\\ \\\ 11 I\ II \ 1 II 1\ L I ,FFE J TW 465.50' \ \\ \\ / , 1 \ 1 1 / \ , / 465.40' TW 465.50' " BW 457.50 \ \\ \ \ ♦ \ \ i / / \ 1 1 I I I I \ I 1 I I 1 I 1 1 1 \ PVMT Lu PVMT 466.00' u� \ 1 1 I 1 I J 456� \ BW 464.9o' / v \ ` \ \ \ \ \ \ \ \ / , 1 I I I I I \ I I \ 1 1 1 1 I I \ 450.60' o / 454.66' /� \ D TC\ %r \ / / / \ I / / \ . 465.50' SCREEN WALL SEE DECK SEE ARCH. _ \ \ \ \ \ \ \ \ \ ` \ / / / / / \ \ 1 I I I 1111 I I \I I I I I I I 1 1 \ \I I\ \ PVMT P5 T 46 .50' \ / PLANS FOR DETAILS \ \ \ \ \ / / I I O 0 / \ / ' \ 'r r LANDSCAPE PLANS � \ � TW 451.00' ` / / I I I I I I I I I I I I I \ p 449.05' 50.16' f r \ \ \ \ . \ \ \ \ ( I I I FOR DETAILS _ �_ \ \ \ \ \ \ \ . 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TC TW 466.63' t . \ \ FS \ \ \ \ \ \ \ \ \ too, TS 466.48' \ , / / � � • '; /.! TS 466.45' � • ` • -� �\ 1. '.FFE \ \� \ \ \ \ \ \ \ \ \ \ \ \ / I \ \ \ \ - \ / / / W �J / PVMT . + . <%uiiii, / _ \ BW 463.90' A ♦ \ \ \ \ \ I / • a. '• FLUSH' / / BS 463.7T 45370' \ S \ \ \ \ \ \ \ \ \ \ \ 1 I I \ \ \ 1 I I 454.80' / 'G' ,' i' .,<.`..a.. ,� rrJr �' eS 463.82'\ `� \ \ \ \ \ \ \ \ 4 \ \ \\ \ / / PVMT •457.61' \ � _ � 35 \ \ I ,./ A 46457 _ r/ BW 463.65'6 \ ry\ \.\ \ \ \ \ \\ 1 I I I \ I - ♦ \ 11 I / / / / O 455.36' l l 0 6° , /. , q' '(/ BS 463.65' \ ` \ \ \ \ \ \ \ \ \ 1 1 \ , n a o PVMT / LP q •. Q \ 1 465.25' / BW 463.65' BW 463.82' \ \ \ \ \ \ \ �344- T 456.20' TW 468.00' 8W 463.7T / • ` TW 456.50' I 1 \ \ •a\ \ \ \ \ \ \ I I l \ \ I I / I / / 459.25' / \ 1 \ W I o PVMT / � - \ BW 466.63' TW 4s6.63' TW 466.63' BW 464.13' BW 454.50' \ \ S -a \ \ \ \ \ \ \ \ I I I \ \ \ \ \ ✓ � \ \ \ / I I f / / / / W \ 454.87• PVMT \ \ / / PVMT BW 463.65' - _ \ \ \ I I I 1 1 I I l l ! 1 I / \ CO 1-4 465.07' 466.19' a 1 \ \ I I 1 I / 483.16' \ 466.29' B 463 7T ° s\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ \ 1 455.85' - / o I 11 / PVMT / I I PVMT r / / bcC^ 463.47' L 465-56' '/ 466.10' \ TW , 3' / I 458.aT \ PVMT \ -� \ WL464.00' 453.10' '� \ ,/ I I I I I 1 I I 1 l l 1 I r/ O / O I P a64.13' j l J J 11/ ! 466.79' BW 463. I \ \ \ \ \ \ \ \ w \ I \ } L I I I I I I / 457.50' l �/ 6'\ PVMT � / l 465.69' / ,� I I / I f I'1 [o WL 467.50' 464.13' I 1 \ '\\ / I I I I I I 11 1 1 I I V I PVMT 46328' �p / I / � BW 464.09' 1 1 \ I I / i 466.59' 1\ \ I I I I I I I /! 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W46.13BW 46 N / / I / (p , ♦ I 464 38' 4 1 I 464.00' 463.65' Igyp/ i I I / I O 1 \ p � 460.12' \ \ Vh• � O1/ ///W l I / TERRACE 147 /, ' . I / / e}/ ,f / , / / / I \ I I I � /'� 464.38' ) I / FFE=466.52' / ' .. 1 /v / <r , , / // / / / f / 1 1 / / / / I / \\ \ / / i l TW 467.78' ., _ / /°. �a• e,.: / / p.0/ ( I ( J I I I I I 1 / III / 1 f l ' / l TW 454 75' J / . / / It I / / W '. / I TW 456.50' BW 450.00' / /p / / / / / / I / / I I ! 1 I (\ / / / / \ � 464.25' i I / FFE BW 454.50 - \., � / 1R/ IPVMT 460.2PVMT5' \ \ .� . �' 115 l t 466.63' ^ \`' a I /l /l { l JJ /l I ! I /1 I' I I / /1 r1 / 1 / Il //l PVMT PVMT I \ c, ! 1 / / / JOB N0. 457.40' - 464.17' TERRACE 147 455.80' 45675' i PVMT.'' _ 1/ I / l / / / I i / f / l / I / / 40z41 1 o I ) SWK (FLUSH) I � � / / , / / / I \ 461.02' •4"tq61.T \\ PVMT „ 464.66' 0 466.20' 452.76' N l I I / /' / ( / / / / / / / / / / PVMT I PVMT - PVMT 462.58' �' PVMT \ Q 465.58' • �'�� (OI / / / / / / / / / / / / l I r/ / I / i I / / \ 456.06' PVMT I / PVMT ' \ PVMT r I /' \ I I / / / l J /l / [ / SHEET N0. \ 11 4056.55' \ O � \ \ 460.98'461.75' \ i 1463_81' PVMT \ 6�wli Q � h90 • //'// /// // J/ f ///JI l/ I l / I I / / I/ // /^ 5.05 464.09' 4. T 465-89' L IF _I 7�1111 BIN 466.63' AL Tw L�#✓�A� : ►�J�✓�i. �� Its✓�I��`�i Flo- PM ow Mm IN, FF I / ✓III60- PVMT AAIIII e• I�✓�✓�✓�1 .. a I���✓�✓�I I � �: '• 1W RE ft PVMT IF Aff !;•-�,w � �r� °ems ®%///° _JAW It SO �i \/ \ d,9 CP PVMT I 1 1 bVV 404.W I w 455.50' , / / I I \ / V I / / / - / I - ' I \ BW 454.50' h / I 'O I I 1 I I I I I\\\} --. /\I 1///!/li I \_ I I I I 111 1 I 1 Lij WL 464.00' M I I O I I I/ I I / ` I I I I I if I \ I 1 / \ , I ( I //I/' v I 1 f I I f I 1 I - I ! / ��. l � � \ 4 \ v l ! I I / / ! I I C5.07 I I }a,1.�1Y /( / ' I 1 1 I I I I 1 I I C5.05 . ��\�. vn.�' TW4§6.63' 464.13' a /M la ! I r l b' 1 / , i / /r i l / \ 1 I 1 1 I I l' I 1 / \/'1 / )IF �(7l 8W463.93' / / / / 7 ' I O / ! / / / / ' / 1 r r \ 1 \ I I I I I I ' / I \ ' / I / I ' , '\ •X. O/463.77'IF I- 8W 463. BW 464.13' / - / , / rn , , / J , / / � r l I / ' / / N / '' f ! I I I I / / I I I ' I I ' I / I I I I UCRAIGWT.KOTARSKI 10 / c / ' r l / / / ' / I / t _ _ I 1 / / I / / / r / I Lie. No. 0402048507 -Twasss3• / � I l^ �vl � ^ / / • / / / \ 1 I I / / / I / / / I � I - - �>p�10/06�20 � //_ C5.09 Is C3 \ TIN450.75 r.. / CO /� // / ''I/ l /l l 11 i �1 I I I III 'l,lr /I /l I + 1 /l 1/ I C5.08 StONAL Twassso Bwaso.ao' / - ®ys�/ / / l/ / / r r 452.76' IF IF ®l.g l l i /r / / I l I / / ! l /l1/ 1 / I I I / o f ////y'Il`1 fN ao I / \ E ��//Ir /I / 1 1 ( I I 1 I Lu 1�I1��>3 I 1 I I 1 I l /l ,! / J r l l /l / 111^I 1 ' l l // 1 I ¢� O 3 451.75 l Il /III I I 1 , l 1 / I 1 1 / 1 / 1 / 1 w 0 1`0 I" 1 1 I I I l I l 1 IA !/ f l l I 1 I ( / / ' + 1 ' s m // / I 1 / Q � U 00 452.7z' - / 1 // \ I I ! / / / I I I / / I \ / I ' 1 1 1 1 I ' o_ _ I M � "' o 0, SCALE 1"=20' co 0-> p r4 U L Fu aI a1 0 20' 40' Z F Z / 1 1 \ \ \ 1 �0cox \\ \\ \\ \\ I � ce ai LL d I 1\\ \ \ � \ \ J � \ \ \ \ \1 I \ 1 I \ \ 1 \ \ \ ♦ 1 l \ \ \` // �2 Iry OC \ \ 1 1 a�i \ \ \I \ \ \ \ \ \ l \ 1 \ \ \ I 1 1 1 I \ \ / / =U >� U t \ 1\ I l \ \ 1 \ \ \ Q � TW 454.75 I \ \ \ \ \ 1 \ 1 1 \ I / \ - - to 0 I 1 I1�11 \ \ \ - \ \ \ \ \ \ 1 1 \ 1 \ \ 1 t \ \ \ \ \ \ ` - r4 w z 452.72' I 1 BW 447.00' I !I \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ 1 \ I 1 \ \ ` \ \ / I I i N Z O \ \ \ \ \ \ \ 1 \ 1 \ Z p - BRICK\ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ / / 00 O y \ \\ \ \\ \\ 1 \\ \ \\ \ \ \\ \\ \I \ ' ///// / // /I ♦\ O W 452.72' / I `� .../ I 1 \ ---- �\ \ -\` \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � I I / / / IF p® /v� 1 / /I I I /� \` \-- --- ``_ - \ \ \ \\ ` \ \ \ \ \ ` \1 \\\ \\ \ \ \ \\I \ \I \ 1 --// IJ I 1 / / \ ` / Z 2 `\ \\ \ \ \\ \ \ \\ \�I\ \ \\1 \\\\\\\ \ 1 \ 1 \'rl /' ' ' \ I 1 OI 452.72' / I / �K/ r °• I I 1 / ` .. \ ` \ ` \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ I \ \ \ 1 1 I / l / 1 / / /' ` I / / / � z z \ \ \ 1 I _ / / / 1 440 � , \ \ \ ` \ \ \ \ \ \ \ \ ' \ 1 I \ \ \ \ \ \ \ \ I I , - \ / / / / , / I / / / O a a / \ \ \ \ \ \ \ / 454J5 _\ \\ \ \ \ \ \ \ \\ 1\ \\ 1 II \\I \ \ 1 \\ \ \ \ II 1 1 1 / I \\ 1 / // // // /,'// / / �,'l I 1 !1 ! ! O0 1r1 to // / I , Lu > > N N ® 12% \ ,/ / ,/ 1/ 1 V N N \ 1 \ \ o f I I I I I I I M f I I I I I I I I I I I 1 1 I I / J I I Q .o Q l l / I I --YS,\ \ \ \ \ `ry I I I I d' / l l l a l! I I I 11 1 1 1 1 1 1 ! I I / I I I I + \\ / 1 �� �/ ,/ / l l I z O o s 451.95 a� TW S I I / -' I 1 1 \ / / r / / / / 1 1 O O •-r / CI - \ I / I I I I I I 11 I I I \ 1 I cn 451 83� 454.75 / I I 1 ,- _/ -' ,' J I 1 1 > = 45125 h FA \\ 1 1 1 I 1 ( I I ! I / 1 f I I I I / -/ \ / / , / I I / I I I I I I / / I , I r DATE p 45124 / TS 451.08' -- -- --- • I __ .. _. 1 1 h _ I 1 / / 1 1 1 1 I 1 I 1 1 ,/ / ° BW 450.5T <, ��/ - ' _ / A. ALLISON 451.95 ' \ I ' 1 I I 1 I I 1 1 1 J I \ � I I / / `- / / / , / / \ •c.', ----'� / UTL� I �8a/ r / / - / • DESIGNED BY ® / I 452.30' / •9 / / m. I I I I I I I I I I I I I 1 / / / \ \ \ ' I // // 451.30' / ' ' - ' J I I I I I \ \ I I \ / / l / _ . ' / • A. ALLISON � \/ // / / �.° � / I I `� \_ / I I / I TW 45300' .r\/ / / / -A � � / \ I 1 / I IF, , // \ BIN450-50' L 0jP' / 4q8 / / / / M I I 1 \ 1 ( I I 1 \ I 1 I I 1 I I \ \ 1 1 1 1 1 I \ I 1 / / / / / / / / / • CHECKED BY f I I I 45325' / 5\ � �^ ' � I ,I I ( BS448.05' 11 / m I I1// /1 / ! / _ - / / J / / / /'/ • / 1 / / Dr �,ary I I r I I I I 1 I 1 I r 1 I I - Twasz.00' / qq a I I I r/ 1 I l I 1 1 1 ! I I 1 � , / C. SHIFFLETT a, / / I 1 / T\d/ �` r` / / I \\ / I I I 1 I I I I I 1 1 / I I / I I / / / / , • • SCALE J / 452.00' TW452.00't//• , b_ �+\ / A \ , I 1 / \ I / I I I I 1 I \ I - , / / /, , / -o . ♦ �-- q \ \ i /, 48 \ ` 1 \ -.qS3 / BW 448.IF f 50, - - _ _ ,' / 1 "=20' et%� \ �•450 _ _ - � �/ // \ � � _ i .,..J I I 1 i \ � / / / / / / / / / / � / / I / / / ! I I 1 I 1 I I I /' / / / 00' • \ / _ 9 - - '' _ -1 -' _ _ _ � - - TW 448.50' •: TW 452.00 . / I / / / / // I I / I � \ / 1 I \ 1 / � / / _ ==.1\ BW444.50 � 4 ` a.''a I � \ / l i l l l / / ( / / 1 / / / I I 1 I i 1 I 1 1 \ / ♦ / // \ I 447 / \ _ \_ \ // / (%) / / / / / I / ♦ \ \ V / /� \�_� :?;t //h TW 448.50 p/ / / _ \♦ // / /\ /', / / I I \�' I 1 I 1 +J / / r '/' 1 • k O TW 453-00' //p BW 444:63 BS BW 444.50' 4a9 / r / /IIII / ' \' / l / / // 1/ ' / /' / /'/ /I I / / I ! I \1 I I \I \\ / / / / // - \ / 1 q TW453.59' 444.50' / M , / / / / / / / / I ./ / 1 ! I I I I . f \\ / I \... - �' // b•/' // BW 451.33' N-8���' i / / f '\ / II / / /^ / / / / l / / r J / I J I t I 1 446 - ' ' Tw a48.5o' 444 aa8 , r I I%"4 I \ ✓ , / ! / I / l I / / / / / J l I l r I r J / 1 I 1 I t I I I I / `\ / pd \ \ / 1 / / , / / / / / , / , / 1 I f 1 1 1 l I 1 I / I 7W 453.59' y - BW 444.70 J Lu BW 451.33'' `-^ / / �' LP �!. ..,/D. / \ ..��6.-',/ /I l ,� _`/ / / / / , IF 455.51' / _ .443.00' - / / / / l S I \ I 1 I I \ 1 1 I I I 1 / I l l .qS TW448.50' pQ` 1. / / / J I I I \ \ \ \ t I I I f / FFE 455.63' S 443.65' ` / _ / / \ , I / / / / / / / I I 1 \ \ \ \ I I I \ I 1 J I /444.80' 35 / / , / / % / 1 w FFE 444.80' rp - _ _ � _ O / � / I I / / � � , � , / / I 1 1 \ � ♦ \ ` � \ I f I I I Q r 1 / // 1 I I / � \/ , \ 9 ♦ / _ - _ � , / / I ..1 1 I / ^ / / I lJ / I 1 \ \ \ \ L \ \ I I I I 1 1 \ - ROCK WALL b0. `? ` - _ .444-82' ° MO / 1 I N l / ' I 1 I / \ \ \ \ \ \ \ I \ \ ♦ G 1 S TOP=443.� / / 0 r r 4 ry / h \ \ _ � \ / \ \ I I I \ / I P / / \ �' c'O / q4 I III pM / , I/ / a 1 I I I l I I \ \ ♦ 1 I 1 I \ 444.80' 6.; "a' / l I p. I \ 1 \ . ♦ / \ \ \ 1 \ \ / / \ O TW 453.60' 20 bM / I I / / I � / / � \ 1 / 1 1 I I ! / \ 1 \ \I \ _� Oa / - 1`� \� BW 448.50'. MO /! I 1 / , // / f / i / / / / \ \ \\ \ \ �1 I II + FFE 444.80' e b / \ \ \ f\ - - / I / / \ `/� TS 442.55' / pM , , / a• / / / / / / / ' / ' ' / I \ \ ^^ \ ` k - 5 ! / yq/ 11 / , / / / \ 1 1 -t _ I- - - A4 , 444.62' 0 1� / FFE 455.63' BS 441.55' _ \ e � TW 439.34' �^3 ly / r ' I , / / r' / / / / / / / / , ' / \ \ \ 1\ 1 \ - ♦ \ 1 1 I \ \ \ I ( / 1 1 \ + `- \ \ \ 444.80' FFE 444.80' BW 436.32' Q. \ ^ \ \ I - \ G �` �* a �M \ w Lk' \ \ / TS 441 BS TW 436.32' I / / / 1 / / / / / / / / / / ' \ 1 \ \ \ \ I I I / \ \ - - _ \ �, f- < . c G - ♦ bb P \ _ / BS 440.30 - - / BW 435.00' ry / / / / ( / / / / / / / / / 1 \ \ I I -3- - - - - \ TS 440 06' I - / C �.\ n TW 435 00' b• / / ( / / / / / / , / / / ' \ J , rIF, 1 1 \ / f / 1 I \ - - - - - - . Z � \ \ - ROC \ \ � � < _ - - I I ^d BW 4337T l / � \ 1 \ / 1 I 1 \ l 1 t \ / _ I \� S T0-9\,.j.' \\ \\` BS 439.06' \- -II \`ja. _ I.' pM / ! / / // / // /,/,/ J ! \/ 1 I iJ / // l 1 I I \ / \ 1 I 1 I 1 \ u / I _ - - \ \ \ \ - a 443.08' \ a FFE 444.80' \ I 433.70' . ry / / I / , , ! I I 1 1 1 / / l , I ! l I \ 1- -w _ N P ` �A4 a 433.59' M / / / / '/' I \ \ 1 \' y\ G \ �„ _ i \ \�\ _ - TS 438.82' - \ BS 43412' I r � .( ! / I I ! I I / , / / / I _ \ 1 \ \ I _ � _ � L.L iJ�BR1Clf- / \ 442 94 \ \ _ _ , 443 - - 433.96' III 433 96' �,M O / / , / / { / , /' / \ \\ I 1 / , / / / \ i \ ` \ \ \ \ \ \ \ \ ` - ' I - - - - / - �� Q l \ H D RAIL \ ,I \ \J - ' - - _ - / /1 / Y\ / / \ - \ 1 1 / I / ♦ \ \ \ I _ - - - - / ' / , J \ 1,J J ( 1 \ \ \ , \\ \ `_---� U z J -439 \ . _ y \ \ FFE 433.96' a v 1 / /I / 1 \ - , I I I 438,\ ,A "♦ \ ry0% I l II / \ \ / _ I I I / \ \ ` \\ \ - - e--e _ \\ d\/ \ 1 \ 442.27' FFE 433.96' I C: I I I \ C` ( / , \ / / / I I 1 I ♦ \ 7 i ` \ \ \ \ PIx ` _ \ \ 442.36' TW 444.80' / / I' IIII ' I } / , I I I 1 I 1 \ 1 ` \ \ , LP 439.69' / _ \ \ \ BW 433.96' / 0.� g _ \ a f;\ I / / / I \ I I I \ \ \ Q I _ _ FFE 433.96' n`S 1 L \ 432-15' � \ _437' ♦ ♦ FFE433.96' / I :.pra\ \ UCp\\ - - \ \ ♦ \\ \ / q4o�\ \ \ \436 \ \ \ \ - N .dQO /y\ \ BS 433.88' /' / // / 431-60'O L.L / \ \\ I - -- �,-\ \ / �\ Q \ \ \\\\\ \ / T444.80' \ - \ \ \ - W 444-60' 0 \� -' / UGT \ .d3a `C `�/ \\\ ♦ G`�`� FFE / / FFE 433.96' ' J I \ 1 \ / ,' / ,/ I 1 I 1 t I �_' '/ /1 �i�' Q TS 444.55' 1 / ! co 1--1 --- \ \ 444.80' JJ 0.b / 1 I / // / /I i ///� I- l i//=�i BS 442.88' \ / TW 443.00' / FFE 433.96' / / 9ti - ry / / / / I 1 W s I \' BW 4a0.00' _ \ TS 442.77' / - - �' / I� \I\\ \ \\ \\�� _ -/BS 447.10' +- t TW 438.62' /431.15' - \ ♦ 8W 435.62' MO' 29- \�/ / 'Pry \ l , / ,l / / /. i' -/ i / l'I f/ Q CO1VCR€T€PAY7 FFE433.96' / / - / / /-i �''- N J _ _ _ \C/ I I O v \ \ q , \ g BS 437.54' TS 440.9E / i 433 3-9 / / / yry _ I \ \ 1 1 < < \ - - - - / / \ f q3 TS 439.21'. BS 439.32' \ \ / / / /(/ \ I I 1 11 ` �/ rOODENSTATUE - \ _ Z C\ \ \ � / / i / 1 i, \ \ \ \ \ \ \ G\I TW443.00' T 437.12' / b• �M/ ^ / / / / , . \ I III I J _ ` / 1 \ \ \ \ \ \ ♦ � 1 ` /M ry / / / / / / 0.ry / �. I 1 \ Y- I I I r I, I \ I \ I q / � Bwa4o.00' \ \ '/ \:/ dO \ d33- - -' - _ - ( \ \ `.v \� S EP 3436.62' \ �, TW 438.62' � � / ,' /' / 0.ti \ - IA TW 443.00" / \\ /^ \ \ \ \ "�_ BW 435.62' i / / i p`L� / � �� \ \ \ I / J `''� ♦ � \ \ / / ���-__I 1 I ' -/ \ / ZG 436 _ BW 440.00' Z PAVERS - \ ` \ _ _ \-\ b - // ' / / \� \ v L _ - - 1 \ \ \ \ \ _ \ \ . I 1- - W 435-85' / / / / / / 1/ i 5' \ \ / / - - - _ _ ♦ \ \ \ \ \ \ ` \ \ \ \ I I 1 / = -=,�' N a'� / \ 25'9ETBAG/ / ' \ ' - - \ \ \ \ \ \ \ \ \ \ ` ` N. �_/fir-_-♦```\\\ \\\\\\�\\\\`♦\\ ` P / aPOP I `( •sue / _ - // // / l\ ` \ (n Lu WOOD GAZEBO / / \ \ \ \ ♦ \ \ DECIDU I ' \ \ \ JC ✓ / - -_ _ _ \ \ \ \ \\` \ \ \ \ -���\ _ \ 2\ \ \ I / I N // ///// --_ - _ - \ \ \ \ \ \ \ / p , 24'WHIT�•@A'!C \ 12'� CIDUOUS ♦ \ I \ \ / \ \ \ �; \: \ I \ \ 4' WOOD FENCE \ - x / � / \ \ \ / -- \ \ \ \ \ \ \ v `-_ ------ ` \ \ \ \ \ \\ \\ \\ \ _ \ \ N. ♦ \ JOB NO. IN 40241 \\\\\\`\\ SHEET NO. COBBLESTONE I � \--------'--__ _ \ \ \ I \ \ \ \ <1 BAND / \ \ ` \ \ \ \ C .06 30"9EC1t 6US \ 1 \ O 1 \ c \ k \ \ \ \ \ \ \ 1♦ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ > \ \ L -------------- N. l V l / I 5 / / / �' - ♦ \ \ ` _ \ \ \ //b / / 1 / '/ �'' // - -`\- - �\\ ��\ \�♦ `_„'-�I \I \ // l / / 1 I� I ` l\ \ �'� / /i/j/�/ / ///i// J II 11 I 1441.75 / / / �' / / - - \ \ ♦ \ , ! 1\ / I /l ' /l l / - / I \ \ \ \ ` _ i' / PVMT / / " / _ 1 .(�P I I / / UCRATGW.7.KUrARSKI5 110/OCR/20 i / / ♦ - - \ / ♦ I /' ( ` / \ ! / 1 / \ I I / \' ' ' ' / 444.38' Lie. Na. 0402048507 PVMT I 1 \ V \I\ /1 /! /// //I \\ / I \1 / / j%/i\ �444406'� // / ' /' S��/ ` \\ \\ / I C5.09 I Ios (jl>' C5.08 I _ \ \ 1 / v / / GRATE \\ I \\1 / �' I l l ` \ \ '/ /'/ I / PVMT //i /'\ 444.29' \ % '\ \ 5.06 I 443.78'�- II It G Tu _ \ _ _ / / / ♦ v \ \ \\ 1 I I / I I I / 1 I / ' /�' ' / / '/ PVMT I 1 I 446445 444.97' /I \ / I ' / , - - ♦ - ` I / / I I / I I �, I I / / / / / / / 44844j 4/6 \ G / / \ SCALE 1 "=20' o o I // 'i/' 449 4/ //\\ ! ♦ / / \ I I ' / r / ' / a / / / / / J 0 20' 40' N c N O PVMT E It I \ I It1 / ! - , \ 446.45' / '• , \NER EP , �2 � w ai 44-7 U al 3 H W N 3 TS.445.74' H N ++ / / / \ \ / I / / / / / / , \ ] 1 \ \ // /� \ DA PVMT \ O r ,\� \ EIS 445.15' LL O ol / , jvpp GRADE 444.80' ' 2 00 / 1 c`� of W L [h Ln / \ , / / i 1 1 1 \ \ 1 / /, , / -� \ O / W //i''/ /// /I G P- \ \ \ / i _n a Z�M z / < / - FFE 446.33' \ _PVMT - - \ U \ $ CONC. TOP 445.83' co X � I / / / .r I \ 1 / \ / / / -, \ / / ,- 447.80" K' GRADE v Q J Q ! \ 1 / / I� \ \ ' / /'/ g40_ / / i i / // \ \ ` \ 5�� TRANSITION \\ ` \ RIVER STONEOOR / GRADE 445.63' ./ \ \ Asr \\`\ 1 V) 2 7 N OC / / / / ' ! / ' \ / _ / ' , ' 1 / \ i / \ b6 3 I \ c� \ APPROVE LEN U j io U � 1 // / / \ c ` �R'4 ! / �`F 3' WI URB CUT F- Q N U) PVMT / A WALL 440.10 U' pi / - 445. 4 - _ /�1p0 \ o °` \ � w / I / ' /' / , i 80' Q �e G 448 M5 4 \ v / / Fug N \ \ N N Z Z OO x /.0 4 Zvi -, PVMT / `\ P�P�4 <.. ` \ ' \\`\ \\ �\\\ kOH > j W 447.38'C o , r / v� \ -4 WALL\\ I i�Y./.446 o ~ - / / ddyy/ / / / n / AB \ \ / ° q� �44 F1�11��\ 1 \ZC�P=451.8 \ \ 2 Z \O / �J G�G/�\ / .A �\S \ °s�N\\\��`♦ \\ �Y g PVMT � � \ PVMT\ �446 i '_ �I ' - � \`\ \ \\ \\ _ \\ O ❑ / \ I\ /1 / \ 1 / _ _) / / / / / / / ' \ • \ / ' I D \ \ / 445.95' PVLu MT .60 \ \ 44-` i / �. ' �_ _ \ \ \ \ \ �` Lu N / / 1/ /// \y TC 452.112' / \ \\ PVMT °447.`18 /// 4�(j('/� _� BC451.62' /� //\\ \\\\\ \ \ 1 Z Z 446.09' /�-/ \�' a.,• \ \\ O a a \\ / PVMT / / / (D IW- W •PVMT / - �' Z,Gy. � O O / ♦ / ' / / , / / \ - _ - - \ 445.39' 1 446.44 \ - • 450.08 Sp / - �.v' y. Z Z 1 r / / PVMT PVMT TRANSITION FROM 3" TC 447.59' I\ 450.44' 4 1 ' REVEAL TO 6" REVEAL Fi / TC 452.1 W 444.65' • 450.23 (i\ : ' J�: ' BC 451.8 D PVMT ' S ' l- STORY STUCCO V ' - / 1 447.12' / - R / \/ L : a5z.z3' FF TILE-452.42 w N �, � �_//'-//'/'/ /' /,' ✓ '///' /' /♦\^_\ \ / !/ // ^444.23' /� GP •.\ 1 // °!/ I / /••dY'. HP 452 BUILDING Ua W N N W/BASEMENT ~ rn l I / 452:45' Q SHOW D\ , q \ TC 452.35' O -r �0 \ / V. PVMT BC 452.10' O ° / • SWK 'fv_• TC 452.75' 1 ` <. \ > PO 443.9T/ / / \ FROM 3' REVEAL I 1 = DATE TRANSITION PVMT / 450.64' : � O I / I PVMT O 445.55 45.00' \ O� /B¢ 53.0003-26-2018 4 PVMT a , / DRAWN BY / / / / / ✓ _ - - / '� p4.� / T GN5 q / C 453.63' ! Q \ /1 ° l D' ° A. ALLISON PVMT* b.. • .•/..:. / 452.38' ' / _ / / , - / , / / , ' ♦ > /' ` /\� 1 /\��1 / 1 / 447.75' / • • ! . . / SWK - _-yam✓ �G� / a.' .: 45t3r - ` DESIGNED BY �A a I /_ 1 /..\ I PVMT ,° I, o D ll. ` \ • // / c \ / / / / / \ \ \ \ I / I ° 1 / ` I I 448.98' •/ PVMT 6`.. ` - \ a•# \ ' A. ALLISON a0 PVMT ! _ - \ 465.83' • 3. A 1 I I ' r / PVMT PVMT / \ � - - ` CHECKED BY 452.10' "O R.•_ \ ` {{{ ' -• / / ' ' / ' / _ _ / \ / / / 1 I 448.95' / \ PVMT, �• C. SHIFFLETT B v - ' - / ' 454/ - 454.33' - \ \ �� I I 1 SWK / / \ \ %H/ / / / I \ I P 448-61' / pNMr• It / \ ` \ - J I I 453.35' \ PVMT / \ \ \ \ \ ' \ \ `\ �_ • • SCALE 1 / G v / ' \ / �'j\. / I J I G ! / 448.52• / o / LP 465.76' \ �� 455 O' // b \ / -� PVMT 1 /PVMT /- \ // i 46/� \ / 465. BW 457.50 • / 448.50' 465.50' ° JGP � - - / TC 446.50' PVMT PVMT ✓ � 456 \ BW 404.90' /� \ \ 1 I / / , ' �' / / I 445.85' I o / 454.66' D / TC \ \ �^ • ' _ �/ ° PVMT PVf�T / / 46z.50' \ .465.50' / •PVMT \ TC o / / PVMT / / 451.49' / / / ' Lu / ` 454.03' 448.13` / PVMT 454.4T�455.12' ♦ \v \ \ ) / /1 /\ / �`bP// / / / 1\\\� 1 I 43 1 I TC / / , / / G PVMT \ \ 53- \�1Lu PVMT / •PVMT 457.48' 451.98' ItPVMT � FL H� 0 455.13' 0.5 464It .75' - - ( ' PQMT • 453.75-- ' O / 1 1 o / PVMT ; / / 0 BS , 462 lb 6 / I '�/ / ' / / ' _ I _ / 444 / b. y 1 PVMT / 454.95' " e• 462.79• ^ / / / R5 a60.a6' . 1� / / / I y. ! 452.05' / _ G / I PVMT I / / / '// ' ' / / / \ _� I / \ 1 / , _, A5 PVMT / 'i. 463.13' 453.01' PVMT / - ' ° / I 455.48' , / �N PVMT •PVMT , , / \ ^ I / 1 G 453.33' ' 455-59' aN J lT`, `�45908 .. �: /I 485.4T. •y L - 445 / 1 PVMT PVMT Af7 . • , / - - / � / � / / O 1 452.72' G TC I I / o/ ° / I I / 450.50' 451.75' 1 I ) % I TC \ I 9 ' / /' / PVMT x ''•• '/ •.'••n ..,�':/. `^ / 465.50'' z Vl / • ' q _ FLUSH �y PVMT 457.61' J' 454-80' / G 0 / - d' • a; 464.5T \/ C7 44$ \ I / G I I b \ 455.38' l / 0 86 / _ _ \ L V•/ ° / 5620' ' PVMT i / \ 4 � O 46344' / PVMT ! / 459.25' i \ 7 > 454.I PVMT 465.0T \ ` / /1 ST PVMT \ \ / / 463.16' V 455.85' \ PVMT0 r 1 \ Q e/ PVMr / o �r 463.4T L 465-56' 10 b' / 4P53 8 ' ,.... a g58.4T / G) I a q/ / ` \p/ 466. Q O CONC. COLUMNS / \ / \ / I \\ \\ / O `I / / 457.50' , / N6� PVMT I % I 465. u /1 TYP _ I PVMT 463.28' / I 7 LL ( ) T�N \---- 1 I I I I .\ ... 1 •PVM s0.50' / 1 erI ` J /S \ \ / GND 459.E ' \ ,, nn / / U" bb - / 1 I PVMT 456.84' I Q / / / TS // / \\ G) . UJ 455.26' / � / l \ / 11 , , 0 \ ` ". • / / s s~i's463.60' I \ H� / / \ P I \ \ �` / a a PVMT / / W o / \ I I O TIN 47 1 \ / / / / / ' 45650' . .' 459.3q' � / o / / � � Co 1--1 / 1 / � I / i J\ \ / / I / ".' L. / / PVMT / � / / \h \ 8W 46 E� Q \ co / \ // � / \ 449 - / 1 JQO / / I / / / / x\ (/ / I I \ l I 1 PVMT / `r / / I / BW 4 / ' � � / 461.10' / / / I / SHTREEAREA !J (/ I \ / / TW 4 1 D aszoo' 465 •PVM / 464.40' / V 460. 1 / PVMT I `\ I l $1 h° ) / • ' % PVMT 0 8'asV4M 8' TW4 l \ 6" WIDF,WOOD WALL I \ v ' ' I c J ` \ \ TOP- 42+ L \' \ , , / `O 464-38' !/ O 460.12' \\ I\ 7 ♦- - \ 1 w / [ \ SHRUB/SMALL / ( 1 ./ \ \ 1 � 1 �d \\ I 1 rh \ , 464.38' ELEG \ \ \ - \ TREEAREA \ j \ / ♦ / MET'ER \mac\ \ ^ \� CHA/NLINKFENCE / // / \I\\ 1 51 /��GQ PVMT V WIDE ROCK WALL PVMT 46425' qI TOP=442+ �/ ,\�G� \ ` / / I IPVMT \ \ � 4602s' \ '. � . //I I I I 1�A�� A♦ I \\ $' L\ ) \ I(�\ P• ,.. ,� I \ ` SWK (FLUSH) 455.80' I 45675' 457.40' PVMT 2'WIDE ROCK WALL 0 461,02• PVMT V.MT asass' / \ PVMT MT 461-0# 462.58' OP=442+ 1 \ PVMT PV456.06' PVMT PVMT I \ 11 [y ` � \ \ 1 461 I d75' 4" 456.55' \ O 460.98' I 1- - 463.81' PVMT \ 6-11// \ \ \ 1 I \ \ 8.• \ 1Lu PVMT \ \ \ \ / sb �j \ \ 1 `� I \ \ / 462.04'AATCH ` Ur t446. SEXIST. \ \\ \ \ \ $'•F $"F p�� G G \ \ a, ` SWK(FLUSH) 1 I N JOB NO. I I \ p 1C�; I S 464.58' �' \ c0 _ G.� \ , A G 6s \ / \ I PVMT \ M \ 3.3 cS "<- cSiS \ 461.34' 40Z41 PVMT / \ \ SHEET NO. 459.91' PVMT _ fi a� \ MATCH EXIST. s - \ \\ l \ \ \ Q 1 ` \ I 1 461.95' \ 81 TENNIS COURTS / v / / \ \ \ 445 ±44s.13' \ \ \ \ \ \ \ \ \ 1 PVMT \ 465.92' C5. 07 / ( / �L \ .<C \ \ \ \\ \ I PVMT \ 1 \ J \ \ / \ N, / \ ` ♦ \ \ \ 453-40' ♦ c 1 1 \ \ \ L 449.05' 0.18' /' /. fFOR DETAILS •'••, \ w PVMT / , / \ \ \ FFE FFE / - - - - _ ^ �61.49' / , � � i / \ \ \ � 466.00' , 66:00' , / - - / 448.13' / FFE O / PVMT 1 ' / 465.75' TC / 450.18 / / \ 454.03' / � \ \ �T \. �\ / / / r / PVMT PVMT ,y6 / Ay1 / \\ 464.25' 1 65.25' (\ \ / '/ / ' 466.00' 'T,' -1j 455A2' _ _ I \\�T \ J111 \ \ ` \ \ ' i FFE "�' PVMT / \\ 66.00' /447.50' / / PVMT / 458.85' \ _ / 1 \ \ \ i / \ / cb 451.98' / Ry9 1 / P / 45513' \ 464.75' � _ 1\ ` � `� / �\•, / /, ' / , \ 1 \ I / / b• / o / / �O I / I _ _ W. 7. KOTARSKI / I A /PVMT / / \ Se \ / / �' Lie. No. 0402048507 J / • 453.75' PVMT / _ \ ( .TS TC- _ // BS a 465.50' I� FFE % O \ 454.95', ' 0.5g� 60.46'. '. e, 6279' - .®'� I'�� 466.00's C3 b• J 452.05' , PVMT G I PVMT / A61 �/i \ L IOIVAL 444 Ip X \ WA r \ S 453.01' PVMT _ , Ca O / 463.13' \ - / S ` �466.47' I 455.48' / I � bh / PVMT •455.59, "co d!b 1 I/ 459.1 65.4T T I W 445 / 1 PVMT PVMT Afi _ / / _ - / / / . -- 45272' I 458 19' G / a / BW 466.S466.5 466.26' , 450.50' I 1 ! / - _ I TC /TC TW 466.63' _ o E 465.50� / BW 66.00' � p� o \ P / / / PVMT .. ..• . / t f'• w TS 466.45' N / • i ' , a ' FLUSH BS 463-77' N c PVMT / 457.61' .G . •, BS 63, Q o 446 \ I / G I I bhh / \ 454.800 PVMT / / (k \ LP �l BW 63 > E 455.36' Ir 1 1 /PAT / 456.z0' PVMT / \ 465.25' 'TW 468.00' BW 463. I \ _ I I \/ / I p < / 459.25' ,J BW 466.63' TN 466.63' 2 'J 453.44' 1 PVMT PVMr�\ 65.0T \ 466.19' 9 H W N 3 454.8T PVMT \ 1 U / e \ 46629' H 3 J I / \ (\ \I / 1 455.85' \ \ � p 63.16' PVMT \ � ' � Q � tj O 465.56' 66.10' Lu 1✓L PVMT lA I . > 458-47, r / v \ �� of W t m 63.10' e I �' : / A / 468.19' Q � U co \/ 1 \ \ I PVMT D�6 463.28' ,/ / co / i WL 67.50' 0 i C) N CONC. COLUMNS \` \ p / o / / a57.50' \ PVMT ] a65.69 o�� 464_ w -In (TYP) •PVM 0.50' / ` p / / / e% 466.59' TW 468.00' Z W aJ rat GND / / 45s.6 ' I 1 / +2 Z PVMT v 456.84' cp / PVMT I 1 y 'I/ BW 64.07 � C) � x 0 P / S / 45526 % , : .: ifi a / / / ^ 63.60' - � as ai d I- \ o / u� BW 464.13 Q 456.50' a 4PVMT / / / \'M� TW 466.63' 4641,S c N OC O co J TW 470.22' BW 466.63' L) j U �M1 / ' / / BW6. 466.10' / ` ~ a phi Lu Z / \ SHRUB/SMALL Q I / / I / \ I R / I +, r4 Z OO I \ 1/ .PVMT J o J / BW 65. 0 TS 66.45 TW 466.63' m / P TREEAREA /� ; / I� 1 \ ' / / 465 J / I TW 466.63' BW 463.7T m O O / D aszoo' / M -. BS 463.77' PVM\ / /I /` / / I / a, \ / ' / • 60. 1' / / PVMT 464.40' I I 1 Oa _ ' BW 63.65' �O H > j W I I _ W to K 4'I- I 0 8' / i PVMT ip 64 TW 470.84' \ 6„WIDFWOODWALL / I I \\ 1 \ \ b0� p c /' 1 / ,' 64.t5, Q Q TOP- 42t 464.38' 1 I / BW BW Z 2 464.00' 63.65' 60.12' \ , V• I / /N I TERRACE 147 Q Q / / / �\ \ \ I \ 0 1 \ a /466.52' O SHRUB/SMALL / \ I TREEAREA \ l 1 I ` I / `\ I \ l / FF=466.52 a a 1 // / I FFE O ti tz � \ CHAIN LINK FENCE \ _ 45 `r\�i 1 I I 455.z5' \ t \ % (D ul / ` \ 1' WIDE ROCK WALL �\ ` \ \ \ PVMT \ q/ 46425' l Ln CZ � TOP-442+ / I I/ I G \ / /I _ / I \ 460.25' \ / / 466-63' d' O O \ PVMT / PVMT 457.40' \ ' I l t TERRACE 147 1-- 0 456-7PVMT 0 ti Z. 461.oz'\ � 1� SW\ IFLUSH) / la 466.20' Lu o PVMT 2'W/DE ROCK WALL IRPVMT PVMT .61 62.58' 465.58' w OP PVMT PT =OL456.06' PVMT / Lu 460.98' 461.75' 1 w p <PVM~rN oN 0N m �o 465.89' 11 y Gco \ \ \ \ 4S2 8'•O \I \ \ \ \ \` / 46S T / 0 0 cb \ \ \(9 - BELOW FFE TO $"F PVMT 1 / UTL 65.45' CONCEAL EXIST. LEDGE) DATE \ �l� \ MATCH EXIST. 8 F 8 F y C' G \ \ \ p H \ :aas.os' \ \ \ \ n [' ?r N w 464 58FLUSH) It 03-26-2018 l \ A \ aTj r W \ c9. \ �p t\ / _ 8"' \ I / / I-QiS \ `PVMT �\\ 3.3' cs s \ )`h �° h 65.45'� DRAWN BY \ p T 6734; PVMT MATCH EXIST. \ \\ ` \ \ \ his` I I I \ 8:: A. ALLISON / 0 \ \\ n PVMT \ I \ 461.95' \ F • \ \ \ I / ARCADE 141 TENNIS COURTS l V / / r \ \ 445 t446.13 \ \ \ \ \ \ \ \ I 455.30' I 1 \ \ / 465.92' \ FFE=466.66' _ / ( I / f'L \ 4 \ \ \ \\ I PVMT \ I \ J \ \ \ \ � � \ ` \ \\ \ \ \ \\ 453.40' I o \ \ � � .. \e:: ` \ Y 5. • DESIGNED BY ass.ar \ �F' J \ \ \ \ \\ I c \ 3 / , / \ . •,' . • `s 7 66.18' ® (9; BELOW FFE TO \ I 1 \ 1 \ A5 - \ \ ^ .\. e• •n,.,e•.. \ 21 ,I / \ - E • A. ALLISON J Q/ X f �4' / \ � \ \ \ 1 \ \ \ \ ( p \ � a• e � 1 65.96' CONCEAL EXIST. LEDG i \ �° \ PVMT \ \ - / / 466.18' CHECKED BY �// Ct \ \ \ \ \ / 3 STORY STUCCO 453.75' \ \ \ \ \ \ \ \ I 65.54' �D ENTRY 140 BUILDING • a FFE=466.58' \� \ \\ \ \ \\ % W/BASEMENT \ ..I \ \ \ z \k\ \ \ \\ / `\ \ ` ` 4s/- \ • C. SHIFFLETT / I FF=466.58 ENTRY 140 • • \ \ } ` \\ \\ �I�` \ 1\ \ \ •�. \ \ \� �\ I 1 ass.t8' SCALE h -� G 8^'•.�.. \\ \ l\ 466.18' • 1"=20' 3W3' CONC. PAD W/ RAIN BARREL AS \ \ \ 1 TS 460.7Te \ / j - • BS 46027 OO I I S460.7911 46129 I\ TS 60.25 TC 465.79' • 1 I \ \ \ \ \ \\ \ e ,•' � � ..� . ,y � BS 45975' �" r \ \ \ (10 g BELOW FFE TO CHAIN LINK FENCE TS a59.73' ,•� \ \ 4 / CONCEAL EXIST. LEDGE) \� TS 458.69' BS 69.23' 6 ' 1 � � I / G' / \ / I .\.' a \ BS 458.19' 465 \ / 1 465.84' 65.61' � �... ..;` ' ;.� � ` \ TS 458.15' I � � I � w 'i I `� / / , v2 I / 1\ / /J I \ I \ p ` \ MATCH EXIST. 1 \ \ I^ BS 457.65' -` TS 459.21' I ! I I I s \\\ T® \ O �� I II/ / \ \_, J I \\ I // // \I \ \\ I \\\\ t453.70' \\\\ .�a\ \�\\ `� `�\4S BS 68.7\' \ \ ITS 62.33' �465.57' `ARCADE 148 4 43j ` ��� U� / \1 / // / // / I I\I 1 \ \\ \\ \ \•\c+, \\ \ A\ \\ \/UT� h-\\ \ \\\\\\ \\.CBS 61.31'A ,° j. J I Lu 65.41' LP 465-2T MATCH EXIST. \ \ C _ \ \ ° O ~ \ VINEYARD o \ \ o \ \ \ • 457- \ Q \ 4" ATRIUM GRATE G� \ \ ±453.73' \ \ \ r \ \ \\ \ I N\ 4w „F r \\\ \ -__ dµ, \ / 4q AREA / / \ \ \ \ \ \ � _ � UGP \ / j� 4PATRIUM GRATE �" -f 1 \ \ \ \ \ •454 I 10 BELOW FFE TO 8"BLOCifI WALLS \ / \ c \ \ \ \ P� \ \ .'� / / E � CONCEAL EXIST. LEDGE) ^ �1 \ \ \ I I \ I TERRACE 6147 62.30' L.L h \ / \ o / , - - A\�11 FF(TILE)=452.62 � a / \ ` \ \ JJ I / I �\ c� \ \\\\ I \ • e I _ - _ 455 _ \ \ II \ \ \ C \ h�/ <•.. \ 0 _ 45 ' p I 1 1 I \ W 1 UG\T UG r- \ J 1 I ( \ \ \ \ _ \ I l 1 QO� \ \ / / , \ '•C _ _ _ h - UTL� I /UG s\ /J '9\ plies \ u\ I \ \ \ I \ t / . \ a \ _ \- U / I s \ / l // // I I O ib 452.30' ASPHALT \ \ \ \ _45�� TW 453.00' U�\If r i, � � UTL U1TL � - - ` \/ G 1 \\ / \_ �\ //// )/ `� , 7 �457458 j%�/ \ 4 // TW U a I �\� v•1 t- \ qs \ \ // 48 \ 1 1 \ - •qS3 / BW Lu ,, ^^ PVC PIPE w I (END NOT O SERV D) \ \ \ \ \ \ \ \ \ / 6c�\� J � G g Lu DO \ \ \ _�_ - / / \ TW 453.00' nuq b /co 1-4 4 92j 1 / / / / / C �� S \ \ \ \ \ \\ ♦ \ \ \ UGP ' .Q �1 \ _ _ ' \ / • pp '�; / / - ' TN 453.59 / \ BW \\\\\\\\ \\ �/ ---- ' \\ B 7ST \\� / r/ \ __ _ �'`--BW65551' -' Q 438 4 / \ \ \ \ \ \ \ \ \ COC/fi oRy \ \ pAs O _ - / 445 qS - TW 448.50' FFE 455-63' / A \ / BW 444.80'_ �O/N / / , FFE 444.80' 'p Off/ F��O \\`\\�\ \\ \ \ �UCAN�/- \ / G \\ \�_ / �� WALL P J \\OP=443$ 444.80' \)\ TW 453 60' 0 C� BW 448.50' \ B(/s ORY;y31 \ \ \ \ \ \\\ \ \ \ \\ / / n / / , / _ \ \ J \ \ - _ l I U• .Cry, . / /I / \�' p� FFE 444: /' TS442.55' i STUCCO ,• �c \ G / / \ \ \ \ \ \\ \ \ \ \ \ \ \ / / L -\\ - - - .. 1 \ \ \ \ \ \ \ f \\ - _ / \ 4Q'S / , / 444.62'FFE 455.63' 8S 441.55' co it / FF / 1 \__ J� \ C�\ .� \\ \�\\ \ \� \ //^� \ / \♦ / / / �- _ _"6,�cI , � l 1 1\ I - - - _ // 11 - iSTq�pFO SyR�e_ _ /A - - -� \�\\\ \ \ 'l/ \\ / \ '/ \\C- \/ - -`\-- \�� \ I I I C5.05 \ C5.07 � \Lu H n / 1 \ \ \\ \ ♦ \ \ \ \ \\ �� �/\ ' / WOOD DECK, - - - _ STA�pFO CONCR / o r .'v \ \ \\ \ \ \\ .� (;) WOOD 'STEPS a \ F / // \ : \\ \ ' _ - -�ec� �c� _ _ �� \ I C5.09 JOB NO. l STA�pFO \SqN\\ \\ ` \�-w-�I--mower cr\\ _ SCALE 1"=20' \\\ _ 40241 CONC \ ��,/ II \ `\ ` _� \,2 _ ---/\---�/\ __ \ ,\\ ® - I I C5.06 �I\ // N / \ \ - _-------- -- _ Tt_/'zAN7T�_ _-_--------_ _` ----\ /l'i(�P/(JGT\\_ _ 0 20' 40' z I� J -I I SHEET NO. --fi \ ,\ r\ I-----� C5.08 / / \ \ \ L m I tNN15 GUUK 15 \ , 7 �j pP/ 1 � \ \ \\ \\\ x/r o It bo 4 CHAIN LINK FENCE \\`SqN ky\ \ \ \ \ \ $AN \ ` \\ 8 4 \ \ i l F VINEYARD $. l AREA / g{ \ y yy/- IC \ \ \ \ / 4 R \ lI l I I / 6 8"BLOCK 44. TENNIS COURTS J�Q / / (/�% \1 11 SAN / \ — \ 75' SETBACK / ' l \I 1 / ICV ICV lj / I I I I 1 \ \ \ O`^` \` - -AN \ \ v v bpM l �� // 1 I I I I \ \ O \ / ��AN 1 —\- UG 0 / ICV , COVERED BRICKAREA ® / �� \ — ucr— \ I / // r 1 �\ —UG ICV ASPHALT ICVtl -43B- / ICVVY \\ / 438 J / 426 STq BUFFEORD 94\ \ \ / \ \ -\ \\ / / l / /\� I I 1 \ �sT - co �E \ -_ � � -'�`\77- \ \\ \\ \\ \ \\ Cp /l GGRFG �• �� 1 1 \ / / ( ' Opp qF \ \\\ \ \ co, \ \ \ \ \ \ 0).'\ \ / / I 11 �II 1 I / \. \ UJQ�� I �\k Nc5>' U \ \ \\ \ \ MATCH IXIST. GQ� / / ' �\ / y ^ \ \\ �'9� k \ \ \ ±427.65' \01 �( - I I / , \-----..P�2 \\ \ y��\\ klCo co / / 4C�9�3 \ // I ' ^ \1� SANITARYSEPTICLID \ \ ®1 / / / / / TOP=423.77 1 I ' / l l \ l g38 /� \ 6''-8" SAN PIPE 436- , \ G 1 r r / / / / / ' \ - \ I I I I I I l / \ l l \ \ \` (APPEARS TO BE 2 - - p FROM BUILDING) STMpF / P / \ CONCRETE / /j / ' ' ' \ G \ \ \ \ \\\\\\\ \ \ l _ _ SANITARY MH ' \ ' \ T\ 0 l l STgMa \ / \ I \� S9N TOP 435.65 PAD IXlsr. taz8ss r / / / J - - \ 1 1 1 1 1\\ \ \ �� \ (V� / 1 FC coy ' \ lNV IN=427.76 ^ // ' / P \ INV OUT=42702 G1 \ \ 426.90, , / > \ I \ � I \ \ \ \ \ \N�\ \ ` � \\ / l / /'O / �RlGLCWALL \ \ ' VOLLEYBALL \ \ \ \ ,428-05, ,r// / / r / II \\----/ \ / \ \ r - / — - \ \� \ \\\ \ \ \ \ O4 TOP=438�� \ \ y r NET POSTS/ ti \ \ \ / , / / — \ \ \ ` \ \ \ \\\ \ \� \ \ ` \ \\ SIDEWALK \ �� — 435 \ \ \\ / \ s /\ � � EOI \`/\\ NIP/ co 428.04' �\ \ \ \ / I \ CON RETAINF \ \ \ \ `\\\ \` �\\ _ D OC�\ _ c' \ ` ) 1 TOP L \ \ T ` 428.52' \ \ WALL 0� \ \ \ ^ \ \ \ \ \ \ \ I \ \ \ \ \ \ \ \ ��� Y — U �— - C N RFTF TOP \ TW 429.18' caS \ \ \ \ \ \ \ - \ ` ` \ / \ _ - - _ \ \ \ I 429.50' r. ` _ `0 BW 427.18' 1 1 \ \ \ \ / a0 / \ . ( 1 \ ` - \\ \ \ \ \ \ \ - - _ - - UGP - _ 1 \'�00 A-YGROUX IPMEX( 427.84' - - - '\ TW 429.50'� \ \\ \�_ _ \ \\�\- BW427.20 \ - -\_ - - - - \ \\�O(�y 1 \ap FFE= TW 429.18' 429.50' \ \ \ \ \ I- - `' \ \ pOyV \ / J \ - _ �\ \ \ _ \ ` �. `5' ALV%I/Lt$_/{�a FEAICE- 3W427.18' \ 1� \ \ `\-- �v I ` O "�'� 12"WHITE OAK 429.50' ` \ \ \ \ \ \\ \\ \ A \ \\ -Q?,3 -♦ \ - � \\ \ l > \ >L >L/ �L` \ \ _ _ \ ` ` \ tires --- i\wp-V_ \ \ \ \i1 \ _ 12- WHITE OAA HP429.40' I429.40' 424_ \FFER \ / ^ ✓ V \ \ - -' \. \ \ \ ' \ \ \ FFE 4,29.50 1 \\ \\ \ \ \ \ \ \\428.25' \ FFE= 428-7 428, -426 _ \ ( / - - - \ \ \ � 1 /' / / / / / -a✓ / \I/ - / _ \ - \ " ` \ \ � ' \ \ ^ \ / � � \ 30" WHITE OAK---\ TOP bF SLAB \ - \ ` \ \ I — ' '\ ' - \ - \ "'� .\ / \ ' \ - `\Z�••\!, 429.1T \ \ \ \ \ \ 1 \ / \ _ — v / / / / \ \ - 4"DECIDUO\� ` \ US \ ` \ KESWICKCLU)3, ¢LC \ \ \ \ \ \ ws \ \ \ 1� \\ \ \ \ \ ` N� \ \ - - \ \ \ \ _ - ; / / \ \ - - \ \ \ I \ \ DB. 4,723, PG. 5k6- - — / PARCEL ID: 08 00-00-00-0f'1BO - \ - C5.07 I I C5.05 ROD/F C .0 SCALE 1"=20' co \ r_ \ a 0 20' 40' Z —I THOMAS M. TAYLOR ` ` \ - , _ \ \ \ \ \ \ \ - \ '— \\ DB.5074,P\G.214 ` 'PARCEL ID. 08000-)90-00-011A0 � 1 CRAIG W . T. KOTARSKI Lie. No. 0402048507 0M E N OV N N >E w E tj a 3 LL 2 w O ;o of W � [h < U 00 W J —ui a >ory fA N Z� a� 7 O x W 0 R ram- i = N = U > Ln a c (mLn y N ut N M a � 00 -1 c) H z O a U (n W Z p z O z OLFW o ti m m '" v=i W (n Z 2 Q Q W tz CZ ck� Z Z O O O Lu O Q � N o iN\ DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' U) W W /0 I^.L I.SL w z C�c0 z>U) z Q O z w OJ Q 0 mz 1-4 / v J 2 U W i JOB N0. 40241 SHEET NO. C5.09 0 c 0 a d .N 7 c 0 m m 0 O n a C m o 0 d N J d a 0 C m y C l0 r m n c O N 0 rral F. a) �O O � CLZ m0 22 O C Cc C N l0 y � Coo � U C 0_' w (7 3 Z y Z O m 2 o 0 H a) oo w - O O O. w O -N CL rn 3 0 cc 7 y U C N O d N O C y U O v 3 C O N O � v N ma 0 c 0 O O U O C c O C 0 m n° � E L 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) AAA 5 CLEANOUT 46 T STA 10+40.27 OP 451.85 INV 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 d d 8" d SANITARY SEWER PIPE 4 d° SDR-35 d .. c 3,000 PSI CONCRETE d d . a d 8„ 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 U 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% 420 420 415 415 If�1�II.Y�1 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 +00.00 27TOP4253.36 INV IN 48.32 (HAL INV OUT 448.32 (2ARn 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) ARn Asn ARO A'n Agn dFn Agn PROP. 455 GRADE 455 EXIST. GRADE 450 450 INTERN/ CONNE00 445 27-26 20.56' OF SDR-35 PVC 53 55-6 SDR-35 pV @ 3.00/ C 445 @ 4.25% 440 440 STORM PIPE (449) 26-25 10.94' F 4" S134-35 PVC 435 @ 3.50% 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) ARS 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 00 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 z/ 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 61PVC.40' OF 94.12' OF PORTION OF 6" SDR-35 PVC "SDR-36 6" S R-35 PVC 8" SDR-35 PVC LOADDERCH @1.50k @ 50% @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' 10 445 445 STORM PIPE (415A) 440 440 435 435 430 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 (1D-1C) 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 (1B-1A) CLEANOUT IT (1B-IA) .04 (1A-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) (EX18") / 430 430 PORTION OF STORM LOAD ARCH P PE (503B) J (SEE DETAIL) I 425 4-3 _y 425 6 5 2.1T OF 79.41' OF 147.18' OF 5-4 8" SDR-35 Pvc 8" SDR-35 PVC 1A-1 8" SDR-35 PVC 60.19' OF @ 0.50% @ 0.50% 35.08'OF @ 1.50% 8" SDR-35 PVC 8" SDR-35 PVC @ 2.00% @ 0.50% 420 420 2-ID 1 B-1A STORM 6.00' OF 30.93' OF PIPE 405 ( ) 8" S R-35 PVC 8" SDR-35 C @ 0.50% @ 0.50°k 415 415 kiC 1D-1C, 10.99' OF 0.9 7.46' OF' 8" SDR-35 SDR-35 PVC 78" @ 0.50% @ 0.50 410 q10 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 *1_ fa l 'I 0 - O U CRAIG W. J. KO'1'ARSKI Lie. No. 0402048507 Lp- 10/06/20,� M E 0 N OV N N c E w E a 3 0w w O Jo of W t M �-Uc0 w J -Ln a>oN fA (D W N z � ° �x � O 0 R w (n = N N U Q � c Ln ON y N N M CO J kDLu H Z O a U U) w z p z o Z o U) z i �3 W w (n ck� w w 0 0 i l< a a ti CZ O ck� O z z N N w O N O N Q p rn k8 o O ,-r DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=50' SHEET N0 C7.01 a) > a) m m N O El- o. c m o a) N a) a 0 c y c c m r m n C `O T 0 Val (D � O O w CD CL a)z °O a� 0 c mw c c (D la U1 � C D c E c7 3 Z y z O m 2 n 2 x P: or i' 5 O o. w O o. rn 7 to aa) o a) a) N m C O .y.. U O V :3 C U a) O � c m c y o � U c O C U -° O L F E L a 0 \I \ a ~\ S 0 v o� A \ 3 0 CL SECONDARY PROPERTY ENTRANCE \ 00, v PRIMARY PROPERTY ENTRANCE — — 4-1 / 00 ID 0 L1.10 ° 0 EXISTING TREE TO REMAIN, TYP. 0 0 0 N SERVICE ENTRANCE _0 _ (� V �� �. H d � _ I - (D L] �C o \ \ (D l b C, a \ 0- Q` LAUNDRY DROP OFF o� L1.70 1-1 \ - _ �m 0 \ LAUNDRY AND MAINTENANCE FACILITY o M 0- o \Q U � \ RAL ENERGY NT ` SERVICE DOCK AND COURT GOLF CLUB DROPOFF s \ Hs w a — L1.20 1121 GOLF CLUB TERRACE ;\ GOLF CLUB _ GOLF CLUB COURTYARD , o � o A L1.30 LI.31 RESTAURANT REAR TERRACE �a RESTAURANT COURTYARD Q s RESTAURANT DROP OFF \ G< - P(-)(-)I SHAr)F STRII('TIIRF ° L ° I L-4- aKESWICK HALL OVAL ENTRY STAIR 6 GREAT LAWN r PROMENADE NORTH COURTYARD HALL DROPOFF SOUTH HALL TERRACE _ - \ 1 ���� \ SOUTH COURTYARD 6° SOUTH STAIR VAL EVEN L N ) 1 SOUTH EVENT PLAZA / � J °oc� If L 1.51 �1 �•5='y •'A '+s u as e " ` 6 .� �•p�ha` us °sr � J J' IOCK AND ACCESS ROAD + $• \ \ o I ' NEW GUEST 1-1.61 WING ,'✓ ��! � �� � -- j=H NEW GUEST WING DROP OFF AND ENTRY 0 ° ° NEWGUEST WINGENTRY OFF AND I � � �p Alf pRa 4P \\ 0 \\ 0 0\ \ 0 0 ' l \\ 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 hoo��Fou 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountamcom Irrigation Research & Design Richmond, Virginia (804)217-7267 www irngationresearch. com NO. Date Issues/Revisions 9 03.20.20 AS[-L9 STAMP 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 LANDSCAPE KEY PLAN DATE: MAR 20, 2020 SCALE: 1" = 50'-0" DRAWING NUMBER Ll .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 & 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 www. irrigationresearch. com NO. Date Issues/Revisions 31 09.30.20 ASI-1-31 STAMP Op Lic. 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 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 CV n O i (D O U O T O W i_ i W U O N O C0 J N Q CV O J 0 Q) 1 N C: O Q d) .N ^I O O FD CV C: a N C_ EL I 0 i } N 0 CV)I O i r) Q U i c 0 NITI O o_ U 0 0 EL EL CVI 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 (804)217-7267 www. irrigationmsaarch. com NO. Date Issues/Revisions 13 04.07.20 ASI-L13 STAMP Lic. No. Pl4?910 A. 71 .06.79 ,,'SD .S,c9PF 1gCl��� 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: ♦ � ■ ,� � � � \ 1. SEE MATERIALS SCHEDULE, SHEET O 2. REFER TO CIVIL DRAWINGS FOR SIGNPOSTS&ROAD MARKINGS \ / / E Q V •4 i:! i 3 c 70 a. N C0 C- L 0 Z 0) C Nz L 0 T� V O T V 0 W O J 70 a) N i I C 0 n / O 0 O/ N C C a_ M OF I 0 C- V) M O 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 -4 SPECIALTY -(,- "),[, 7377 Washington Blvd Suite 105 Elkndge, MD 21075 T (301) 495-9666 specfaltvpoolandfountrun com Irrigation Research & Design Richmond, Virginia (804)217-7267 www.irrigationresearcli.com NO. Date Issues/Revisions 9 03.20.20 ASI-1-9 STAMP l.ic. Xo. P00910 �'�'jj 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 & 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 U O U G� 0) 0 CL 0 7 0 V 0 C Nz EL 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 Oti,�GF 41 EXISTING WALL TO REMAIN REFER TO ARCHITECT DRAWINGS FOR LOADING DOCK STEPS / RAMPS I 0 J a-7 DROP O ,l / KESWICK HALL 1 a o „ SEE 11.12 FOR OVAL OVERLOOK ENLARGEMENT 465 o J J , + - 6® Y / L I 448 w J —_447 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 Poop&rou` NT 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain cam Irrigation Research & Design Richmond, Virginia (801 www.irrigationresearch.com NO. Date Issues/Revisions 1 2.05.20 ASI-1-7 STAMP e Lic. \n. 144?910 A- s 71 06.19 't4y r9 ^I' yRC, r 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 CV O N O } U O >T 0 (D C: N 0) O O N O O O J N Q CV J 0 > N C 0 OL d) .Ui .N ^I O O FD CV C: (3 EL N C- CL I 0 i } N 0 CV)I O i Q U i 0) I,- ( NITI O 0 o_ } U 0 0 CVI 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 & rou` NTAI� 7377 Washington Blvd Suite 105 Bl ridge, MD 21075 T (301) 495-9666 suecialtv000landfountain com Irrigation Research & Design Richmond, Virginia (804)217-7267 www. imigationresearch. com NO. Date Issues/Revisions 1 2.05.20 ASI-1-7 STAMP l.ic. No. P141g10 A. 71 .06.79 'SDy .S,c9PF 1gCl�� 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 NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 & SHEET L6.81 0 K lI iM0 `171\� afro E, \�\f Q.\ 04 C CD 7 \ O '` I (D ) O 01 0 a 0 0 70 a) ` a 70 70 ° I ' 1 1 ♦ /; f EXTENTS OF AREA TO BE SEEDED HAVE NOT / - ♦ _"ti ` CHANGED, ONLY SPECIES COMPOSITION, REFER TO "s"e\ L6.01 FOR COVER CROP MIX 2 01 \V ` e —\ °. L6.30 L6.31 ° L LAVA EDG r 1 f 0 1 0 -6.12 L6.10 ° 4 C CI) )i L(L': U ° 'h STEE LAW ED e � _ I L6.50 L6.52 p 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 ° SPECIES COMPOSITION, REFER TO L6.01 FOR 0 ° ST EL LAWN DGE ° i EXTENTS OF AREA TO BE SEEDED HAVE NOT V) - \ N CHANGED, ONLY SPECIES COMPOSITION, REFER TO ° Q \ ' L6.01 FOR COVER CROP MIX 2 CD a) �� \ a ba \ \ L6.60 L6.62 0 \ \ Q lQ ,m STEEL LA ED E O L1.70 11.71 a �\ 0 V) _ \ 0-FD i \ \ Y � � o U � \ c- oCD _ \ \ 0 NI O 10 O 00 V) Y MEADOW MIX �� II STE L L WIN GE ) 1 I L6.51 1 6.53 l ° — I L1.61 L1 .63 T� FPIR�PY °a1J /\ 0 25' 50' 100, N "XX� 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 -4 SPECIALTY " ) j-_ri 7377 Washington Blvd Suite 105 Elkndge, MD 21075 T (301) 495-9666 specfaltvpoolandfountrun com Irrigation Research & Design Richmond, Virginia (804)217-7267 www.irrigationresearcli.com NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 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 PLANTING KEY PLAN DATE: AUGUST 7, 2020 SCALE: 1'' = 50'-0" L6000 Z Planting Schedule Cont'd I' Q v v v 0 (V O tV ri 0 N Q O U O O N c N 3 CO 3 Q O U N D N U Cn !r O CL 0 �o J / N (D �I c O C1 N ^I 0 0 0 (V 1-1 O CL CL N CL I 0 / N N NI 0 O r) Q C) / c 0) 0 lq-I 0 CL O CL U N O CL 04 O / 10 _0 00 Y / Planting Schedule Quantity Units Scientific Name Common Name Size Spacing Notes 43 pcs LARGE CALIPERTREE 12 Fogusgrondifolia American Beech 6" cal. B&B as shown 3 Quercus alba 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 6/1-6.80 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 stellata Post Oak 6" cal. B&B as shown 57 pcs MEDIUM CALIPER TREE 18 Acerrubrum 'October Glory' 'October Glory' Red Maple 4" cal. B&B as shown install w/ tree anchors in decomposed granite, see detail 6/1-6.80 3 Caryaglabra Pignut Hickory 4"cal. B&B as shown male only 15 Carya ovota Shagbark Hickory 4" cal. B&B as shown male only 1 Cladrastis kentuckeo Yellowwood 4" cal. B&B as shown 3 Magnolia grandiflora 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 SMALL CALIPER TREE 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 'Bowhall' Bowhall Red Maple 2" cal. B&B as shown 12 Amelonchier arborea 'Autumn Brilliance' 'Autumn Brilliance' Serviceberry 12' ht, multi stem as shown 10 Asimina trilobo 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 canadensis Eastern Redbud 2" cal. B&B as shown 10 Cercis canadensis Eastern Redbud 12' ht, multi stem as shown 2 Cercis canadensis var. texensis 'Oklahoma' Oklahoma Eastern Redbud 8-10' ht as shown 3 Cornus alternifolia Pagoda Dogwood 2" cal. B&B as shown 1 Cornus controversa Giant Dogwood 2" cal. B&B as shown 12 Corn usflorida'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 stellata 'Royal Star' Royal Star Magnolia 8'-10' ht, multi stem as shown 1 Magnolia x soulangeana Jane' Jane Saucer Magnolia 10'-12' ht as shown 8 Styrax joponicus 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 parvifolia Bottlebrush Buckeye 10 gal. as shown 2 Aronia arbutifolia 'Brilliantissima' Brilliant Red Chokeberry 10 gal. as shown 16 AroniamelanocarpaAutumn 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 Callicarpo '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 Ceonothus americonus New Jersey Tea 2'-3' ht. as shown 56 Cornus stolonifera Arctic Fire' 'Arctic Fire' Red Twig Dogwood 15 gal. as shown 14 Deutzia grocilis Deutzia 3 gal. as shown 173 Fothergilla gordenii Dwarf Fothergilla 2'-3' ht. as shown 79 Fothergilla'MtAiry' 'Mt Airy'Fothergilla 3'-4 ht. as shown 3 Hamomelis virginiana Witch Hazel 15 gal. as shown 241 Hydrangea paniculata Vane' 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 10gaI. as shown 115 as shown Ilex verticillata 'Nana' 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'for every (5) 'Winter Red' 117 Itea virginica 'Henry ' Garnet' 'Henry's Garnet'VirginiaSweetspire 10 gal. as shown 12 Iteo virginica 'Little Henry' Dwarf Virginia Sweetspire 5gal. as shown 10 Lovendula x intermedio 'Nico' Lavender 3gal. as shown 35 Lindera benzoin Spicebush 15 gal. as shown 17 Rosmarinusofficinalis Rosemary 3gal. as shown 111 Rhododenron spp. Rhododendron 10 gal. as shown exact species / cultivars TBD 188 Viburnumacerifolium 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 plicatum tomentosum'Mariesii' Doublefile Viburnum 15 gal. as shown 36 Viburnum x progense Prague Viburnum 15 gal. as shown 64 Viburnumrhytidophyllum Leatherleaf Viburnum 7gal. as shown 16264 pcs HERBACEOUS 45 Achillea millefolium Yarrow 1gal. 12" o.c. 3 Actaeo racemosa Black Cohosh 1gal. 24" o.c. 8 Agastache foeniculum Anise Hyssop 1gal. 18" o.c. 85 Agastache 'Black Adder' Giant Hyssop 1gal. 18" o.c. 30 Allium cernuum Nodding Onion 1 qt. 12" o.c. 25 Allium 'Mt. Everest' Mt. Everest Onion bulb as shown 60 Allium 'Purple Sensation' Purple Sensation Onion bulb as shown 40 Allium schubertii Tumbleweed Onion bulb as shown 23 Allium 'Summer Beauty' Summer Beauty Onion 1gal. 18" o.c. 30 Anethum groveolens Dill 1 qt. 12" o.c. 4 Anthruscus cerefolium Cervi I 1 qt. 12" o.c. 656 Amsonia hubrichtii Arkansas Bluestar 1gal. 24" o.c. 145 Amsonio 'Blue Ice' Dwarf BI u esta r 1 ga I. 18" o.c. 120 Aq uilegio canadensis Wild Columbine 1gal. 12" o.c. 6 Aristolochia macrophylla Dutchman's Pipe Vine lgal. 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 1gal. 18" o.c. 10 Asarumcanadense Canadian Wild Ginger 1qt. 12" o.c. 345 Aster novae-angliae 'Purple Dome' New England Aster 1gal. 18" o.c. 48 Athyrium filix femina Lady Fern 1gal. 12" o.c. 81 Baptisia oustralis'Purple Smoke' 'Purple Smoke'False Indigo 1gal. 24" o.c. 1195 Bouteloua gracilis'BlondeAmbition' Blue Gamma Grass 1gal. 18" o.c. 261 Carex albicans Whitetinge Sedge 1 gal. 12" o.c. 555 Carex brevoir Plains Oval Sedge 1gal. 12" o.c. 155 Carex flocco Blue Sedge 1gal. 12" o.c. 275 Carex muskingumensis Palm Sedge 1gal. 12" o.c. 420 Chasmanthium latifolium Inland Sea Oats 1gal. 18" o.c. 8 Coriandrum sativum Coriander 1 qt. 12" o.c. 755 Deschampsiacespitosa'Goldtau' GoldtauTufted Hal rgrass 1gal. 18" o.c. 100 Echinacea 'Green Jewel' Green Jewel Coneflower 1gal. 18" o.c. 663 Echinacea 'Virgin' White Coneflower 1gal. 12" o.c. 500 Echinacea pallida Pale Purple Coneflower 1gal. 18" o.c. 313 Echinacea purpurea Purple Coneflower 1gal. 18" o.c. 20 Epimedium grandiflorum Bishop's Hat 1gal. 12" o.c. 19 Eupatorium purpureum 'Baby Joe' Joe Pye Weed 1gal. 18" o.c. 35 Geranium maculatum Wild Geranium 1gal. 12" o.c. 10 Helleborus spp. Hellebore 1gal. 18" o.c. 80 Heuchera villerosa Autumn Bride' Autumn Bride HairyAlumroot 1gal. 12" o.c. 370 Liatris spicata 'Kobold' Kobold Dwarf Blazing Star 1gal. 18" o.c. 9 Liatris spicato 'Alba' White Dwarf Blazing Star 1gal. 18" o.c. 37 Menthaspicato Spearmint 1qt. 12" o.c. 75 Monordo brodburiana Eastern Beebal m 1 gal. 12" o.c. 100 Narcissus 'Thalia' Snow White Daffodil bulb as shown 40 Nepeto racemosa 'Walker's Low' Walker's Low Catmint 1gal 18" o.c. 8 Ocimum basilicum Basil 1 qt. 12" o.c. 1 PLANTING SCHEDULE L6.01 SCALE: NTS 5 Origanum vulgare Oregano 1 qt. 12" o.c. 13 Osmunda cinnamomea Cinnamon Fern 1 gal. 18" o.c. 755 Panicum virgatum 'Shenandoah' Shenandoah Switchgrass 1gal. 24' o.c. 3 Passifloraincarnata Purple Passionflower 1gal. as shown 355 Penstemon digitalis Foxglove BeardtongUe 1gal. 18" o.c. 165 Penstemon digitalis 'Husker Red' Husker RedBeardtongue 1gal. 18" o.c. 2514 Penstemon hirsutus Hairy Beardtongue 1 gal. 12" o.c. 35 Perovskia atriplicifolia Russian Sage 1gal. 24' o.c. 12 Petroselinum crispum Parsley 1 qt. 12" o.c. 14 Phlox paniculata'Blue Paradise' 'Blue Paradise'GardenPhlox 1gal. 18" o.c. 100 Pycnanthemum muticum Short -Toothed Mountain Mint 1gal. 18" o.c. 21 Salvia officianalis Sage 1gal. 18" o.c. 23 Salvia x sylvestris 'Mainacht' May N ight Sage 1gal. 18" o.c. 65 Salviaxsylvestris'Schneehugel' Snow Hill Sage 1gal. 12" o.c. 2545 Schizachyrium scoparium 'Standing Ovation' Little Bluestem 1gal. 12" o.c. 70 Sedum spectabile 'Stardust' Showy Ston ecro p 1gal. 12" o.c, 555 Sesleria autumnalis Autumn Moor G rass 1 ga I. 12" o.c. 60 Solidago rugosa 'Fireworks' Rough Goldenrod 1gal. 18" o.c. 1030 Sporobolus heterolepis Prairie Dropseed 1gal. 24" o.c. 45 Stachys officinalis 'Hummelo' Hummelo Betony 1gal. 18" o.c. 44 Thymus serpyllum Thyme 1 qt. 12" o.c. 35 Veronio lettermannii'lron Butterfly' Iron Butterfly Ironweed lgal, 24" o.c. 20 Veronica 'White Wands' White Wands Speedwell 1gal. 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 filix femina var angustum 'Lady in Red' Lady in Red Fern 1gal. 12" o.c. 33% Epimedium spp. Bishop's Hat 1gal. 12" o.c. 33% Heuchera villosa'Autumn Bride' Autumn Bride HairyAlumroot 1gal. 12" o.c. 18400 sf PARKING AREA GROUNDCOVER MIX 25% Carex appalachica Appalachian Sedge deep plug 12" o.c. 25% Chasmanthium latifolium Inland Sea Oats deep plug 18" o.c. 25% Carexplantoginea 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 Narcissussp. 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 LBS OF SEED TOTAL Seed Lbs/Acre Scientific Name Common Name Comment cover crop, sub. secale cerale if seeded 25 Aveno 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 LBS 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 ternadus Split Bluestem warm season grass 2 Elymus canadensis Canada Wild Rye cool season grass 2 Schizachyrium scoparium Little Bluestem warm season grass 0.2 Achilleamillefolium Common Yarrow perennial forb 1.2 Aster sagittifolius Arrow -leafed Aster perennial forb 0.8 Baptisia alba White Wild Indigo perennial forb 0.8 Eryngium yuccifolium 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 Avena 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 Purpletop warm season grass 1 Asclepias tuberosa Butterfly Milkweed perennial forb 0.5 Aster laevis Smooth Blue Aster perennial forb 2 Chamaecristafasciculata Partridge Pea perennial forb 1 Coreopsis lanceolata Lance Leaved Coreopsis perennial forb 2 Echinacea pallida Pale Coneflower perennial forb 1.8 Liatris spicato Blazing Star perennial forb 0.8 Monardafistulosa Wild Bergamot perennial forb 1.5 Penstemon digitalis Beardtongue perennial forb 1 Rudbeckia hirta Black Eyed Susan perennial forb 0.4 Solidago specioso Showy Goldenrod perennial forb 3 Cosmos bipinnatus Cosmos annual forb 2 Papoverrhoeas Poppy annual forb 57940 sf LAWN Seed Lbs/Acre Scientific Name Common Name Comment 40 Festuca arundinacea Tall Fescue 55 Festuca ovina var. duriuscula Hard Fescue 115 Festuca rubro Creep Red Fescue 55 Festuca rubra sub. Commutata Chewings Fescue Note: 3790 sf 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 for soil profile of zoysia eventlawn Bioretention Planting Schedule Quantity Units Scientific Name Common Name Size Spacing Notes 5 pcs MEDIUM CALIPER TREE 5 Plotonus occidentalis American Sycamore 4" cal. B&B as shown 12 pcs SMALL CALIPER TREE 12 Betulo n igra 'Cully' Heritage Rive rBirch 6-8' ht, multi stem asshown 4148 pcs SHRUBS 3 Cie thra aInifolia Summersweet 10 gal. as shown 6 Clethra alnifolia 'Hummingbird' Dwarf Summersweet 3 gal. as shown 4148 pcs HERBACEOUS 1495 Carex stricta Tussock Sedge 1 gal. 12" o.c. 400 Chasmanthium latifolium Northern Sea Oats 1gal. 18" o.c. 265 Dryopteris marginalis Marginal Woodfern 1 gal. 18" o.c. 794 Iris cristato Crested Iris 1 gal. 12" o.c. 419 Juncus effusus Soft Rush 1 gal. 18" o.c. 125 Osmunda cinnamomea Cinnamon Fern 1 gal. 18" o.c. 310 Pycnanthemum muticum Short -toothed Mountain Mint 1gal. 18" o.c. 340 Zizia ourea 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 �7v SPECIALTY POOL & FOUNTAIN 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountam.com Irrigation Research & Design Richmond, Virginia (804)217-7267 www irngationresearch. com NO. Date Issues/Revisions 1 12.21.18 100% DID 2 03.29.19 50% CD 3 06.28.19 100% CD STAMP 01F Lic_ND. 0oogle 6.28.19 . s i 'Ssir9nr ��c�'; 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 x % \ v REISTING MAIN TREE TO �,r) \ Z�/ � �I 1 "1 / x e \, EXISTING LARGE OAK TO REMAIN PROPOSED TREE NOTE: 1. SEE PLANTING SCHEDULE, SHEET L6.01 2. SEE PLANTING DETAILS, SHEET L6.80 E Q. r\ CV _ \ O j C o 04 o i m 0 U ` 0 - \ C / C 0 2 0 (7) JUNIPERUS VIRGINIANA, Z \ 2" CAL. @ 15'O.C. 0)--, 1 / (4) THUJA 'GREEN -0 GIANT', 8'-10' HT., / 8'-0" O.C. ' 0 0 z } / C / w I / V) Q 1 J NOIL i CD CD L 04 C 0 1n C) 0 o_ I N C o_ (1) CARYA OVATA, 4" CAL. (3) CERCIS CANADENSIS, MULTI -STEM, 10'-12' HT. (1) QUERCUS PALUSTRIS,6" CAL. (1) FAGUS GRANDIFOLIA, 6" CAL. (1 1) JUNIPERUS VIRGINIANA, 2" CAL., DOUBLE STAGGERED & SPACED 15' O.C. BETWEEN EXISTING CEDARS (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 (804)217-7267 www.irrigationresearch.com NO. Date Issues/Revisions 23 07.13.20 ASI-L23 STAMP Lic. No. Pl4?910 A. 71 .06.79 ,,'SD .S,c9PF 1gCl��� 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 CV 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 ch 0 CV O N n O i Q O U T O N C N 3 c O CL C c CL 0 0 } O C L o CL i_ 0 a O I Q C w J to Q O O O N c O 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.�- r,- 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 POOH&rou` NT 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 speclalrypoolandfountain-com Irrigation Research & Design Richmond, Virginia (804)217-7267 www.irrigationresearch.com NO. Date Issues/Revisions 3 12.12.19 ASI-1-3 STAMP l.ic. No. Pl4?910 A. 71 .06.79 ,,'SD .S,c9PF 1gCl��� 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 Q �j O 4 v Ass y v y y v / 0 10' 20' 40' N y y y yyv �v vy y y y 00 y yy v v v y v y v v v v y v v y y y yy CIOy. Y y y 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 �� SPECIALTY POOL &FOUNTAIN 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfountain corn Irrigation Research & Design Richmond, Virginia (804)217-7267 www.irrigationresearch.com NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP Lic. No. Ll4?910 %. 71 .06.79 ,,'SD .S,c9PF 1gCl��� 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 v .. 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 ACCESS CD y y 04 (3) DEUTZIA GRACILIS 3 'Al 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 �� , \� L y y yy y „y y y '� Il O i \ (3) DEUTZIA GRACILIS, 3 GAL. co y +. v y v y v v t y i% y/ y y y -__ � O � � ���� y y y y y y y.;., v � - � � y av v v yv v N &r-z = .(95) ECHINACEA PURPUREA'PAS702917', 1 GAL. @ / y 1 y - / m �\ '2 � �, y y y y y y y v y y y y y y -� y y y y 1 12" O.C. y y y y y y y y y y v y y A'P 24"y y v y y y y y y' (15) BAPTIST 'PURPLE SMOKE', 1 GAL @ O.C. 1 BAPTISIA 'PURPLE SMOKE', 1 /GAL @ 24" O.C.HALL y •. EL y y y y y v y y y y y I 00 y • - y y v y y y y y y y y y �y v y v - / y C: y y y v ' i y a v a + + _ y� (2) ILEX VERTICILLATA � v _ y a i i l vy v v 'vWINTE R RED' 15 GyAL � (3� VIBURNUM Xo y v y y yy y y _ y I I IIIIII I o a \ y y y y = y GENSE P y y y °465 y y y RA , 15 GAL. i + + = v " _ O (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 (1) ILEX VERTICILLATA 'WINTER RED', 15 GAL. � � I y P N I U LATA 0 GAL. v yy y v � ' v v y Y y -V y (4) DEUTZIA GRACILIS, 3 GAL. ` y y y y y y - ' I , y - v Irv\ (17) HYDRANGEA PANICULATA'JANE', 10 GAL v y _ v y 53 y v (650) ANNUALS, y y y y (4) DEUTZIA GRACILIS, 3 GAL. y y 4" POT @ 10" O.CLU . y y y y y y y v v Cf) I (2) ILEX VERTICILLATAWINTER RED, 15GAL. i O - j 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 N v y a G G \ 57 / / z / � 448 451 � y y O 450 CD \ l � Y / 1 aas "AAA N y y 447 Z � y v v y�y v o yy v � y N y y y N 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 411 y o � (50) ILEX OPACA 'MARYLAND� O� "- DWARF', 3 GAL @ 5'-0" O.C. \ y + ch v \ y r y o y y y v y N \ /_ y y CD NI----------------i 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_ NTAIt� 7377 Washington Blvd Suite 105 Bl ridge, MD 21075 T (301) 495-9666 suecialtv000landfountain.com Irrigation Research & Design Richmond, Virginia (804)217-7267 wim irrigationresearch.com NO. Date Issues/Revisions 27 08.07.20 ASI-1-27 STAMP gA1.TH OF �5'OLTZ �s 11 06.19 cAPI' +�ct�i, 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' To L N L D C_ l- to Q O cc J co J to Q a PERENNIAL AND GROUNDCOVER PLANTING DETAIL Cr'AI P- 1 7A" = 1'-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 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 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 (2) s"-16 UNC MOUNTING SCREW 16"SS WIRE 4"X1"X14'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 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 Poop && route 7377 Washington Blvd Suite 105 Elkndge, MD 21075 T (301) 495-9666 specialtypoolandfountain.com. Irrigation Research & Design Richmond, Virginia (604)217-7267 www.irrigationresearch.com NO. Date Issues/Revisions 3 12.12.19 ASI-1_3 STAMP %iC:o. Nv910 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 DETAILS DATE: DEC 12, 2019 SCALE: AS SHOWN DRAWING NUMBER N 10 0 7 N L6.80 MULCH EDGE V-AI F• 1"= 1'-n" 8 STEEL EDGE AT PLANTING L6.80 SCALE: 1"= 1'-0" WIRE TRELLIS C AI F• 1"= 1'-n" 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 III `I I }.ICI } 1 Tl 11 }_:. — —1 I-- 1=I L I f I` I 1-1 I I— — I �I I} 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 (V-1-IJ-I 1 � I- —�: --t -�—I I- I—P 11.—I.I:T 111.—I I 1-1 t 1I-I l I --�_� i—v.{ 1-1 1 I. III —III . - i.�—i 1 (—I. � � I a i l I- PLANTER GEOTEXTILE FABRIC N ��, �:. —I —, — =l PLANTER DRAIN MAT I I.I 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 n STRUCTURAL SLAB, SEE ARCH. DWGS N L i D F— C _o D- CV) J V) Q J (h J I V) Q 0 LO I 0 i N t N (y)1 O i r) Q U i c 0 �i 0 N CL CL U N 2 CLI CN 10 OD 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 POOL & rou` NTAIN _ 7377 Washington Blvd Suite 105 Elkridge, MD 21075 T (301) 495-9666 specialtypoolandfoumain com Irrigation Research & Design Richmond, Virginia (804)217-7267 www.irrigationresearch.com NO. Date Issues/Revisions 3 12.12.19 ASI-L3 STAMP Llc.No.O(Vgjo, �. „�9 PL 1c CN�F 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 L6081 PI 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 ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS A County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing 2. Markings: - ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. El No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. F,auipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to he saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved. a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval - 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 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 Richmond, Virginia (804)217-7267 www.irrigationresearch.com NO. Date Issues/Revisions 3 12.12.19 ASI-1-3 STAMP Loa>o. Nv910 11.06.19 �vGvll 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 L6082 / o.o 0.0 0.o o.o - / b.o b.o 0o 0.0 / b.0 0.0 0.o b.0 o.0 0.0 0.0 '00 0.0 / 0.0 oo o.o 'o0 0.0 00 b.o b.o 00 '0.0 - / o.o b.0 b.o o.o 101) oo b.o � 0.0 b.o 0.0 0.0 \\ / 0.0 0.0 0.0 6. 0.0 '00 0.0 '0.0 0.0 0.0 � on '0.0 0.0 0.9 0.0 A o.o 0o b.o b.o bo b.o b.o bo b.o o.a b.o / 0.0 oo 0.0 0.0 o.. o.o 'oo b. 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Lumens 86 [} 18 RFX-2 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 0 15 PF-8 SINGLE 1.000 SM16-07-36D-827-03 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES 521 [� 2 PF-6 SINGLE 1.000 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 86 [� 39 L3 SINGLE 1.000 BQ-LED-e23-0-DEGREES; SQ-LED-e23-0-DEGREES; VB-LED-e23-0-DEGREES Q 22 L3A SINGLE 1.000 312W1-HITW-EX-8X8_30K 276 98 Q 104 L-2 SINGLE 0.900 El-S-24-3W 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 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 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 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 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 1 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 1.3 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 Ur o J z � O _ o Q ,=n V ~ U J o J 0 ( Q } Z Z 6L Y 0 0 LU U 111 Z Z O a= J W a UN LL Q N Y Q ~ W W a H y M N W 0) 11 04 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 Ol Q &i N Q CV 16 C) Y O U O 0 W 3 LJ F_ �I U J J O 00 Ile t U O) C �3 O N 0 O 2 3 N Sz / 0.0 0.0 0.0 0.0 0.0 b.D (10 0.o D.a 00 0.0 0.0 b.o D..o b.o bo 0.0 b.o b.o O,D 0.0 0.0 0.0 o.D 0.0 0.0 b.D b.a b.o 'b. 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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 O 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 1 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 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 W O LTZ L A N D S C A P E ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com 19 J (D 0 J z v O M QN U U J o o J < Z Zof O } � U w W Z Z O 2 J w a U Q Y QLU LLI y V M H LLJ 0) Iq 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 1 1.09.18 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 02 GHLI L-4A + + + / be b.6 bs 0.5 0.8 *1 1 15 2.3 101 1 12.1 129 ' 3 58 36 0. 03 OS `4 0.1 L-4A 1.3 20 26 3. 63 22 3.3 13 1.6 2.2 59 102 11.4 119 1 8.0 5. 44 2] 1. 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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 Ur o J z � O LL Q ,=n V ~ U _ U J o J 0 (D } �i z Z 6L Y ry 0 1� O rLLI / � / V �W W z Z 0 a= J W a U Q YL 1(..^' Ln N Y QI= W W a H y �t M N W 0) v 04 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: 1 111 16 - - 1 DRAWING NUMBER LC 03 MATCHL I NE Oa .o b.o b.o '0.0 10:0 0a 0a o.o / 1.0 .0 0.0 b.o b.o b.o u 4_ _ ao b.o GHLI - d . 03 1.3 -4A b.a b. 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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 Ur C z O _ o LL Q ,=n V ~ U _ U J o J 0 f li } �/ z Z 6L Y 0 O } /LU U W W z Z O a= J W a U Q N L.L N Y Q W W W H M N W rn d 04 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 J z O_ a77 U _ � J J (D Q Z LU U w Z a= a U Q ry M 0 0 0 z Y O } W z r\ 0 I. LLI LLI LLI ry M Q0 LLI 0) d 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 05 LIGHT FIXTURE SYMBOL KEY GENERAL NOTES 15 W E/ v 289 —2 17 TO BMS TIMECLOCK \L-8� L-8 ,'\4 L-12A - ' L-8 L-12A \ L + 29a L-1 EXT 3 TO BMS TIMECLO :: I N 0 N 0 U 0 J J J J 0 c U (V O 00 ° 0 271 71 r \ t L ° � : / o . � ° L-1 ° o I a L-5 L-2 - ° i L-4A EXT L-5 � L,5 =! ° ° o /I w L o L_2 ° L-2 , A L2_ �L-2 MATCHLINE _ %� ° -_ L-2 • •MATCHLINE -2 L-2, ° -- -- - - wml — �- - - -- L-1 �----. L-2 L-2�.. ------ ° =ice J�M�m iiiiiii mill to \ L-3 �HLIINE u„ + ° L-1 L_2 ;MATCHLINE © 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 i L-4B / NL-1 0 o I WA A I N ° L-1 \ � EX — o , / EXT T ° o �_1 L_1' \ � d' o _ BML-1 _ o L-1 0 5„F + ♦ / �\ TO BMS \ TO S L-1 L-1 L 1 L-4A o 0 0° EXT ` "� TIMECLOCK +� TIMECLOCK + L-� L-1 L-� °� L-4C ` + ` + R o ° I + °- o , o I no 0 CK ; o -L-4C - ` To BMS „1-3 \ SEE RESTAURANT L-1 I \ JIMECLOCK ! \ i - _ \ s PACKAGE FOR � � L3 \\ 13 \ JLIGHTING IN THIS -_ L-1 o -- - - - AREA - .� R-6 a L-12B a L-4A o o _ _ �1 \ i TO BMS L-4C ° TIMECLOCK L_3 °� JO BMS~~ 1 �\ L-1 v o �r L-1 ' L 3 \� TIMECLOCK- ° 1 ®\ / L-- L 1--L �= - __ L-1f= JCC Lf1D/-�IN/-\ L-4C I i SEE POOL BAR � ��_ \�� P-�. 1 PACKAGE FOR � PACKAGE FOR , \ � --. �L_1 .' L-1 � � � _.� 1 , ' _�� LIGHTING IN L-1 ° s ©© qL-4C LIGHTING IN ! .-� L-1 0 L-1 - L l� + \ . = THIS AREA THIS AREA L' - Aj o \ 2 1-3A ' - L-1 � Exi � I� ; .2a \ %% �L 1 L-1 a1-4A - - L-4A 6 L-3A L-12B - / 1 , ; EXT \ CL4_°L-1 . - - - -` TO BMS /1 �— EXT P \\ \ L_1 � TIMECLOCK' \ i 61 L-4A / \ P-4 TTIMECLOCK B MS e 52 L-1 - n I L-1 EXT J � r � �/ � TO BMS j L-1 + \ 1� + ,9 ,o ° ° � - ° o L-4A R 4 j .'L 5 � EXT -� _ � I TIMECLOCK I \ \ `� L-1 o L-4A ° \ TO BMS ,h °. I EXT L-1 0 -- - L-5 L_5 ° b L-3A TIMECLOCK, _= L-1 0 ( ) o L-5 - (2) L-3A P 2 E] L-4ALf5 0 ooGol�_1 L-16 To BMS , - L-1 SSF !L L-5 L-5 l s3 I — — _ — o ' 0 0 TIMECLOCK V - / J \ - L-4A // : L-/ - L-2 o I L-1 L-1 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 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 01 0 N 0 N O N O C 0 N O 00 ` MATCHLINE + _ MATCHLINE ° \ — n EXT. \ + K1 ° + T MS L-4A \ \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 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 Eff MEMEMEMME ME � •� L-2 �,,. ��� ME ME L-2 � L_3 , 'MATCHLINE + L-1 L 1 L_2 L-2 L-2 - o° ° L 2/ L-2 L-2 _ 1 iL-2 �I + -,L-2 - fL-2 L 2 T y L_3 r L-2 rj , ', - EXT 5654E L3�`� _ � e i/ �XT /_ - 1-1 2A -L8 ' \LK-qL-12A K-6 / 1-2 s V V + L-4A ' TO BMS + � � ,, 4 � L-2 L-2 � / TO BMS � / i 1-2� L-2 � � I L_3 � I TIMECLOCK L-8 I TIMECLOCK � / � �� 1-2 L-2 MA L 2 + ; L,2 , L-14 L-2 -. - L-2 L-14 I i� EXT O 27MF _ EXT --- L-14 r - 2 956SF � � � SEE KESWICK HALL + _+ XT K5 L-14 / TO BMS TO BMS L-3 K _ r i PACKAGE FOR TIMECLOCK ;` v + L-2r BMS i i TIMECLOCK + L-2 _..L 2� \ TO BMS \ TI ECLOCK L-8 , L-2 , LIGHTING IN THIS / L-3 + L_2 TIMECLOCKi- L 2 - AREA /�a L-2 43 L-2 L-2 L-2 , L-2 q L-2 ; L-1L-1 2 L-2=2 L-8 L-12 L 2 / /- L-1 u L-13 L 3> L-2 , L-2 / L� , e 419 L- L-8 L 12A L-2 - �- �, - L-2 y++i L_2 ,L-8 5 EXT 93.1 / 7 EXT -- L-2 K � i L-3 O + / TO BMS • 1 E T � � . / � � L-TIMECLOCK TO BMS �- - L-8 F o °+TIMECLOCK L-3 � L-2 10 � L-2 �� TO BMS \ * IXM.IXN#IX + \o TIMECLOCK L O L-2 L-2 L-1 J C' i 1-2 L-2 L-2 _ I I_ + L_2 �L-2 �_ L-2 L-3�L-1 f, o 9 'L-1 EXT L-2 L-2 L-2 � �� ,�_� L_2 � z - L-2 + � L-3 TO BMS ,L-2 L 2 -\ �� p1N 2 TIMECLOCK L-2 - - L 2 L-2 L2 i. P� - 5G]SF \ \ + �f L-3 2195E , S�L_3 I IL 1 5314E i 93MF ' L- 1 ` ` `F,EXTCIS &, ' - � /) TO BMS O TIMECLOCK� ,I� - - -- � EXT � MST� G-4 + a -� TO BMS - - \ . I TIMECLOCK \ EXT O f � 3 L-3 o L- l E XT .«IXN%IX 1 P ITS SEE NEW GUESTL 9F TOBMS - WING PACKAGE f TIMECLOCK / � � L_1 � . TO BMS + L_1 FOR LIGHTING IN / TIMECLOCK- / THIS AREA �]WDPFAIS �i � / - L-1 + X 53SCF � L- 1 9696P ---- - - -- b / BIMF- L-16 / I �� Q wo + - - — T TS o \ ✓ .+® - TO BMS - �� 71\ - TIMECLOCK + i / O 62525F 29XSF \ 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 0 J O -L z o a II.— M �= N a (D U _ U J c J o �Q } < z z LL Y o 2 } LLB U L1J z z �- 0 Q J w a U Q Y QL1J LLJ Y M Ln W N 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 DATE: NOV 6, 2019 SCALE: 1:20 DRAWING NUMBER LL_LT 1.02 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 OF Gay S. Johnson Z H lie. 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