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HomeMy WebLinkAboutSDP202000056 Plan - Submittal (First ) Minor Amendment 2020-07-29M KESWICK HALL ADDITIONS AND SITE IMPROVEMENTS MINOR SITE PLAN AMENDMENT SDP-2018-016 NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 08000-00-00-00900 HISTORIC HOTELS OF ALBEMARLE LLC 701 CLUB DRIVE KESWICK, VA 22947 PARCEL 08000-00-00-008ZO KESWICK CLUB LLC 701 CLUB DRIVE KESWICK, VA 22947 EXISTING ZONING: RA - RURAL 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 PARKING REQUIRED FOR NEW DEVELOPMENT: EXISTING HALL: 36 GUEST ROOMS X 1 SPACE/GUEST ROOM = 36 SPACES LAUNDRY FACILITY: 2 EMPLOYEES X 1 SPACE/PER EMPLOYEE = 2 SPACES NEW GUEST WING: 42 GUEST ROOMS X 1 SPACE/GUEST ROOM = 42 SPACES POOL BAR: 300 SF X 13 SPACES/1,000 SF GFA = 4 SPACES RESTAURANT: 3,900 SF X 13 SPACES/1,000 SF GFA = 51 SPACES TOTAL = 135 TOTAL POST DEVELOPMENT PARKING PROVIDED: STANDARD SPACES = 130 HANDICAP SPACES = 7 (1 VAN SPACES) EXISTING SPACES TO REMAIN = 109 TOTAL (2 EXIST. ADA SPACES) TOTAL SPACES =246 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 -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 Rivvma 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, 2018, 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 o� SITE LOCATION xz 616 B65 Gas L zx KeSynck Hall FOX HILL ROYAL ACRES x44 Keswick � e4: 730 zso 7d4 616 EIGHTS MAGRUDER 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-2018-00001 Keswick Hall and Golf Club Conditions 1. Development and use shall be in accord with the conceptual plan titled "Keswick Hall & Golf Club Special -Use Permit Plan" prepared by Hart Howerton and dated Jane 11, 2018 (hereafter "Conceptual Plan"), and narrative titled "Keswick Hall and Golf Club Project Narrative" (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 C4.00 SITE PLAN C4.01 SITE PLAN C4.02 SITE PLAN C4.03 SITE PLAN C4.04 SITE PLAN C5.00 GRADING AND DRAINAGE PLAN C5.01 GRADING AND DRAINAGE PLAN C5.02 GRADING AND DRAINAGE PLAN C5.03 GRADING AND DRAINAGE PLAN C5.04 GRADING AND DRAINAGE PLAN C5.05 GRADING SPOT SHOTS PLAN C5.06 GRADING SPOT SHOTS PLAN C5.07 GRADING SPOT SHOTS PLAN C5.08 GRADING SPOT SHOTS PLAN C5.09 GRADING SPOT SHOTS PLAN C7.01 I PROFILES DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL TOTAL SHEETS = 70 DATE Sheet List Table TOTAL SHEETS = 59 � � v U CRAIG W J. KO'fARSKI Lie. No. 0402048507 0-7/2q/20,� N z 0 FM r 4W a U (n W � z Z � O� L0 Z W vl tY z C) 0 z w Q z 5 z Z I 9 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^ I..L W L 1 V) Q Z H 0 0 HI Q LU Z > (j)00 zW� J OiY W m Q 0 0 a ....J J T� i U `Uj ) i JOB NO. 40241 SHEET NO. C0.00 0 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 L p_07/2 cf /20,< M E 0 N OV N N 0 E w E aU.83 U. w O o 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. C1.00 0 c 5 a ai .N c� c a) N m M N O 121- o. c m O 0 N J a) M 6 c Ell as � O O W CL °O �2 0 c mw c c M a = c c of 0 3 Cn u Z O m 2 n 2X P oT w CL a) L O .N o. rn :2 0 A aa) o a) a) N c N 0 C 2 E� v � c 0 a3 O O � C N Ma m c u o O U C 2 `a c W 0 C 0 -° 0 n L F E L / / NOTES: � / 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT jP% MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL x !. ^ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL • `�v ` / / \ y ,/ 0 REQUIRED O 2. CONTRACTOR TO PROVIDE A 2" BACKFLOW PREVENTER (ZURN 350XL Ov 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 0 / \ / 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 Jv' WATER SOURCE FROM THE 2 INCH DOMESTIC LINE SERVING THE GAS LINE G� 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' 26 \\ "KESWICK HALL CENTRAL ENTRANCE G \ ENERGY PLANT DEMOLITION R42' / (� AND RENOVATION" SDP-2018-017 & WP0201800023 FOR DESIGN RT EXTEND \ INFORMATION. RT / REINFORCED G R42' TURF TO EDGE OF 12 PAVEMENT q � D R30' � � � / G / LIMITS OF R212' /� %\ �� \ SURVEY \ I / \ \ (/Ill//lli; /// 11 111 llldlllll\�' � GP ,e / 92 / k co _ \ a R10' , \ / STOP BA / 6p� � \ `1V P � \ 0 / \ PS Goo o G) \ 4 5 x4.5CONC. PAD \ \ 24 Q R10' _ CENTERED ON EXIST. DOOR \\\\ \ SIiF� �— � � �� v v SEE LANDSCAPE GAS METER �� sy vv PLAN FOR FINAL 2,500 MBTU/H G A F IMPROVEMENTS R250' S 5PSI IN/0.5 PSI OUT o ' \ STOP BAR D �pl 1 R10' Ca 9-(TYP.) �0 6lQ x>\x 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. K `. 1, POOL PAVILION UTILITY CONNECTION DETAIL SCALE: 1 "=10' R10 v v 0 18, - LIJI DING \ Q sy \ \\ G RB ANSITION / FLUSH CURB (TMP') 24' \ o I SHRUB \\ \\ R112� (TYP.) \ \\X� BED \ c1N\ \\ \\ R5' O SWM`FAiITY \\ \ CI EASEMENT (SEE BF� co / O3 \ m SHEET C6.10) \ 6 \ 5' M O9 STIR. 12 (D1-1) STAIRS WITH HANDRAIL STAIRS WITH HANDRAIL SEE \ C 6 i RISERS SEE ARCH. LANDSCAPE PLAN FOR DETAIL. RS O v ( RAN T[ON a PLANS FOR DETAIL �._ R R5' 1 12 ".. RETAINING BIORETENTION CA \ ® \ WALL AREA#4 G� 5' R ' ' '� 1 g' � •; � ? TO UILDING EP - �� ' R10' 9 R10' 26' (4) RAISED PLANTERS LOWER TERRACE =P d CROSSWALK, 59 (SEE LANDSCAPE PLANS) REFER TO LANDSCAPE PLANS R5' ' R2 R10' \� CURB RAMP " ✓ FOR FURTHER DETAIL R123.6' (3 FT LENGTH) 11 a ACCESS TO R P18' TOP AR R10' OZ OG2 EXIST. BUILDING MECHANICAL ROOM R37P R10' � G WALL (LOWER LEVEL) 24', R R 17 �Q \ \ � � SAFETY R23' a . R10' `� RAILING Y 0 D R13' T G T (2) 4" CONDUITS \\ / \ WALLRETA /C E POI STUBBED FOR FUTURE \ PROPOSED 5 CoRO WALK R5' �� c 8 CUR ( `) \ \ CONNECTION \ �2 GREASE TRAP 2 i� F R152 �i`�1 ♦ TANGENT � p' \ �,� RETAINING \ 46A (SEE ARCH. 1: ♦ POINT OF q'VF ♦ WALL 2z2 \ PLANS FOR R90' COMMUNICATIONS LR210` ` CURVE (TYP.) ♦\ '' MANHOLE (TYP) SANITARY DETAILS) 9'(TYP.) s,. �y,� FDC CONNECTION. 0 5 ♦ \ \ REFER TO MEP \ 10 \�� A PLANS FOR DETAILS \ 46 Fp o GAS METER \ PROPOSED �A. ♦ d �` 18 E �/ 3,480 MBTU/H RESTAURANT R5 o \ SANITARY SEWER Ep R103' \ �� .� R5' D �P') 5PSI IN/0.5 PSI OUT \ R5' (3) PARALL \\ .y R150' R2 NEW CONNECTIONS INTO �`�^ RESTAURANT. REFER TO ARCH. PLANS \ .' �R205.5' DECK WITH RAILING_ 6" FIRELINE PARKING 18 R85.4T �� R5' SEE ARCH./LANDSCAPE 6 9� PLANS FOR DETAILS 9' `♦ (TYP.) 0 r ` G \ SEE LANDSCAPE 18 24' O \ � � LANS FOR O URTHER DETAIL 11, PVC 45 o PERMEABLE CROSSWALK \ O \ R5 FLUSH C PAVERS ♦ \\ WATERLINE 5' (TYP.) ♦ ♦ (TYP) \\. FOR HOSE \ R145 R127' o ` SEE DETAIL\t; f �( /. (2) 4" SCH. 40 PVC BIBS �\ 2" BACKFLOW PREVENTER & 2" ♦ �Q i CONDUITS PVC 40 ` (SHEET C4.0) \ \\ \\ / DOMESTIC ® 9 VAULT (SEE NOTE #2 THIS SHEET) �g�0' � ♦ � '� \ -• SERVICE • \ R150 ♦ \ , 3 GAS LINE \ RETAINING ;ABLE ` R5' /� �� O9 R5 8 STAIRS WI CANOPY 41 (TYP) ♦ HANDRAILS. (4) 7" C SEE ARCH.. SPN i POOL PUMP ROOM UTILITY 18LL TAIL , LANDSCAPE ' s CONNECTIONS ♦ R5' `� (TYP) �` R88' RISERSSEE D ` R12 PLANS „ G N (INSTALLED BY CONTRACTOR) RF RF G R38' 4- 6" DIP SLEEVE FOR 3" GAS LINE 9' R 140�/ 42 - � R5' � CROSSWALK PENETRATION THROUGH STAIR, �q q Fq ♦ (Cq ' 2 i a r R 145' BELOW GRADE c� (TYP.) � R150' � � 20 �� 10' 7 ♦ G R2.5' R62' s,.W / STAIRS WITH EP (2) 4" SCH. 40 • SERVICE HANDRAILS. (10) 6" \ RS �` WALK ♦ \\ ® ° ♦ " 8' - PVC CONDUITS HOSE BIB "' ENTRANCE TO RISERS SEE DETAIL. 9' (TYP.) R5' POOL PUMP ROOM R?35. R25' ° SEE DETAIL (SEE NOTE) , \ / ® R5' SHEET G4.0) GAS METER 8" PVC PUMP ROOM 1 / SANITARY CONNECTION 2" PVC GAS LINE STOP BA l 1.5 MBTU STAIRS WITH 1 (BACKWASH PIT & 0 18` R5' 8' 1 CURB TRANSIT10 HANDRAILS: ` R RF ♦ (TYP:) \ CROSSWA 2x2' COMM. 0) FLOOR DRAIN -)SANITA 8 1.90 R5' RF R150' P ° (TYP) OLE 2 /NV IN 446. 3 / STAIRS WITH R5' \ OO/ / HANDRAILS: R11 r ` ° 35 I lNV OUT=432.66 Q BAR 0 O _ m 8 \ PERMEABLE , r. II �5/ - OVERHANG " PERMEABLE \ 2 o P DESTRIA o_ 5' PAVERS \ R GE. SEE `\ PAVERS (TYP) V ' A S. (TYP) R14' \ ; \ \ (TYP.) c0 1 \' j/ / N�,z0� O SEE LANDSCAPEI PLANS \ o , © ((/ I ORETAINING L BAR UTILITIES PO FURTHER BI ORETENTION R \ -1 SEE MEP PLANS FO OC WALL DETAILS I / � Ep AREA#2 f m Q FURTHER DETAILS. x �` " 4 i J SEELANDSCAPE R56.5' D R5 - 11 �. PLANS FOR r N FURTHER DETAIL NNN'R112.5' PERMEABLE V C� STAIRS WITH,, x'` i (TYP. U 4" PVC SANITAR HANDRAILS / ) ✓ POINT OF d TANGENT® PAVERS (TYP) J SEWER (2% SLOPE MIN �p w 3� o000 CURVE (TYP.) 18' LUSH CURB ° w F (TYP.)�"f (TYP.) 4 (TYP.) t 4 LEGEND: PROPOSE HARDSCAPE El (SEE LANDSCAPE PLAN) CONCRETE SIDEWALK HEAVY DUTY CONCRETE CRA1G tiV. 1 ROTARS KI HEAVY DUTY ASPHALT Lic. No. 0402048507 " 07/2G/20w� ElLIGHT DUTY ASPHALT S ONAl, PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY M E 0 M 0 N � N � E w °� - E C4.02 LU v 3 i 3 U. — wwM.- I � LU 0 L Q j U � —1 d > o N U` W N N � ----� I I Qo Q o o C4.04 C4�03 — C4.01 I c5%0 ~ 2 v N O ---� Ul o Z o a� oco � W v � Z p z 1 \ o Uj i \�X X O a CONCRETE CURB ° = w C7 i- (VDOT CG x z CONCRETE CURB \ \ TRANSITION w GRANITE CURB = oN TRANSITION U L o Q Q o \ z O N O o DATE \ O } 03-26-2018 d \ DRAWN BY FULL REVEAL o 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 TRANSITION a W a d. d G) CONCRETE CURB TRANSITION CONCRETE CURB ~� (VDOT CG-2) W 1 I RESTAURANT SIDEWALK RAMP DETAIL ,~^ Q SCALE: 1"=10' ! V 1 1 1 -•1 /+�~� �, �® /iceHOSE - • BIBS. •- ♦ © ° 4" PVC / SANITARY(3) 6" RISERS FINAL HOSE BIB LOCATION. e • ) _ • • RF REFER MEP PLAIN PERMEA FOR DETAILS. LANDSCAPE PLAN I PAVERl sTO LANDSCAPE (TYP) REFER TO :.! _ DETAILS JAY R. MITH MFFLUSH CURB 2" PVC GAS LINE ARCH. PLAN FOR 4 4 (2) 4" PVC ELECTRICAL "QUARTERHORSE 1 TURN FURTHER DETAIL NON FREEZE L STOP BAR A CONDUITS WITH PULL BOXES WHEEL LOCATED lam,, BENEATH 1 • . v 1RF 1 •- ,�` A rll, • VACUUM BREAKER" • Z_ - 0 0 z > za Q Z a O LU zW ,,�^^ Oc v/ Q ~� W co J z 0 0 J \2 i U W JOB NO. SCALE 1"=20' 40241 0 20' 40' z SHEET NO. C4.00 L J) L `I , • pi�0.0•.♦O♦y 1SEE LANDSCAPE 1 ♦ ♦♦♦♦ `—��� ♦ III;PLANS FOR FURTHER DETAIL XAWl TERLINE FOR HOSE BIBS. SEE LANDSCAPE PLANS FOR FINAL HOSE BIB LOCATION. JAY R. SMITH MFG. CO. 01 NON FREEZE WALL 0 HYDRANT WITH INTEGRAL VACUUM BREAKER" HOSE BIB FIGURE 5609QT Am OEM EXISTING BRICK J'� WALL TO REMAIN �+ Q ►+� a Q KIM • w2glound 45.5" BEND. CONDUITS PULL BOXES J 1 I -NJ I t R4.5' TENT ANCHORS 0 \ a 10' (SEE LANDSCAPE AND 22.5 / STRUCTURAL DETAILS) (TYP.) N / 14 (9) 6" RISERS WATER FEATURE�(SEE LANDSCAPE PLANS) I/( / I � TGRANITE R389.59' CURB D (2) 4" PVC ELECTRICAL O 2'S CONDUITS WITH PULL BOXES O I GRAND STAIR CASE. 0 I SEE ARCH. PLANS. O O UGP O FREE STANDING WALL b j : I (SEE LANDSCAPE PLANS) ® / I 0 I' / 1" PVC WATERLINE FOR ° O (2) 4" PVC ELECTRICAL RETAINING HOSE BIBS. SEE \ TENT ANCHORS I I CONDUITS WITH PULL BOXES ® WALLS LANDSCAPE PLANS FOR UGP LOCATED BENEATH PAVERS / p / � FINAL HOSE BIB LOCATION. 1.. (SEE LANDSCAPE AND TO UILDING 0.5% SLOPE MIN. \ O 22.5' BEND STRUCTURAL DETAI ) ( ) ® ® o PROPOSED PUBLIC GAS LINE AND METER. 7,790 MBTU/H JAY R. SMITH MFG. CO. "QUARTERHORSE y (5 PSI IN/0.5 PSI OUT). PUBLIC UTILITY SHALL INSTALL ® ® R LINE AND METER. (TYP.) (4) RAISED PLANTERS TURN NON FREEZE WALL HYDRANT WITH 0 �M' k� (SEE LANDSCAPE PLANS) ® ° INTEGRAL VACUUM BREAKER" HOSE BIB P & STAIRS PROPOSED SANITARY CONC. ENCASEMENT i I FIGURE 5609QT O (SEE CH. PLANS) CONNECTION (SEE DETAIL SHEET C7.01) \ ® j WV (SEE MEP PLANS FOR DETAILS) r �/ X O® WV O REFER TO LANDSCAPE/ ® EOL/ E Gq I r ARCH. PLAN FOR // 0 c _ UTL // J 54 FURTHER DETAIL ��� / /j / PROPOSED SANITARY v% R10.5' \� UTL_ ® EXIST. RE INING m / CONNECTION STAIRS (SEE ell co/ WALL (T EMAIN) 53 (SEE MEP PLANS FOR ARCH. PLANS) ze DETAILS) 27 4.25' PROPOSED / \ / UGt� GREASE TRAP 1 25 5 08' R46.�6' (SEE ARCH. PLANS FOR DETAILS) 26 j' ' 52 .� 6' R39.23' HANDRAIL . \\ CAP 8" FIRE �.� / IlkO LINE FOR � / 9 5.75' EST ROOM GU FUTURE SPA �' * : 6•• / � � RETAINING ° a � R44' II �2 / PATIO SEE �ONNECTION _ — — ARCH. PLANS WALLS � � 6 STAIRS WITH FOR FURTHER HANDRAILS. (14) 6" R5 4/ 'SE DETAILS RISERS SEE DETAIL. \ / CONDUITS FROM UTILTY � d O CABINET AND TRANSFORMER 26 £t (SEE MEP PLANS FOR O INFORMATION) CROSSWALK �F INF -_- O O a CHANGE,,> APLOC PRO E 1 FT OF �\A - D \ \ SEPARA ION BETWEEN S UTILITY CROSSINGS (TYP) t7�.15 / III NEW - - 6 '\ // GUEST WING -- 10, STAIRS WITH HANDRAILS. 6" RISERS - - I SEE DETAIL. STAIRS5.6" RISEITH H RS SEE DETAIL. RETAINING WALL - / \ R2 (2) 4" SCH. 40 PVC CONDUITS - \ PROVIDE TRACER WIRE) TFM o \ \ ( ) 2'x2' COMMUNICATIONS q �\ \ MANHOLE (TYP) \ \; REPAIR ASPHALT � ��A II \ TFMR \ PAVEMENT AS ;, PROPOSED SANITARY { 1 NECESSARY V CONNECTION 20 _ \ 19 If ASPHALT PAVEMENT TO BE 6 CURB \ \ (SEE MEP PLANS FOR DETAILS) \ �DCT f REPAIRED TO MATCH EXIST. TRANSITION \ 5'X6' LANDING \ STAIRS WITH OPpct\ ® CONDITIONS FOLLOWING R "0' R1 \ HANDRAILS. (19) 7" / UGT THE INSTALLATION OF RISERS SEE DETAIL. SWM FACILITY \ SANITARY SEWER LINE (11) 4" SCH. 40 PVC & (2) ITS y \ j 4 SCH. 40 PVC CONDUITS � ' � 6' SAFETY RAILING EASEMENT (SEE / \ \ o (SEE MEP SHEET KH E5.03 S ADA RAMP SHEET C6.10) R80' \ \ \ ��Q�� FOR FURTHER DETAILS) WITH HANDFDC RAIL 250.43' UGT\ (11) 4" SCH. 40 PVC CONDUITS \ �I \ (SEE MEP SHEET KH E5.03 , \„ SAFETY = FOR FURTHER DETAILS) \,, CURATE RAILING rv� \ BUILDING \\ RETAINING ! '� CONCRETEPAD �� Gco © 50 R3 / WALL 100DEN STATUE \ \ \ �� �\ O\� TYPE A 2 STAIR WITH IANDR S \ \ a CURB (4) 5" RISERS / _ — — TRANSITION \ \ 2' PAVERS RELOCATE UTILITY CABINET AS NECESSARY TO INSTALL O / PROP. CONDUITS. C \ -� \\ 5'SETBAC 00 SPN PORTION OF FENCE AND GRAVEL YARD TO BE INSTALLED ONCE JOB / O / \� \ TRAILER HAS BEEN RELOCATED B 1 A� O ® ® \\ \ \ FRONT OF TRANSFORMERS OX\ \ I ��_ / WOOD GAZEBO / \ \ ill) 4" SCH. 40 PVC CONDUITS TO ' \ HEAVY DUTY CONCRET / BE STUBBED FOR FUTURE SPA ,-\� J PADS FOR MEP \ /U l 24°WHITt•60 12"DECIDUOUS\ CONSTRUCTION T�EQUIPMENT (SEE MEP \ / M\'�r`— \\ PLANS FOR DETAILS) \ FENCE , 4 \ \ (SEE LANDSCAPE PLANS) \ IWLET TO REMAI — — — — — — — — GRAVEL MECHANICAL YARD \ \\ S� OQY g 5 � (SEE NOTE #2 THIS SHEET) \ \ \ BOX COBBLESTONE \ \�< AND C/ ,c Q� 30"DECIDUOUS \ O \ \ .42' REINFORCED TURF FOR EMERGENCY ACCESS 106' TANGENT POINT OF CURVE i LEGEND: PROPOSE HARDSCAPE (SEE LANDSCAPE PLAN) CONCRETE SIDEWALK ate, HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT Lj LIGHT DUTY ASPHALT E] PERMEABLE PAVERS REINFORCED TURF MILL AND OVERLAY — F— — — C4.02 I I C4.00 C4.04 C4.03 4 1 ---J-- D CRAIG W. 1 ROTARSKI Lic. No. 0402048507 L� 07/2G/20,< M E 0 � o N � N � E NOTES: ai E 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT w x 5 MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL ~ U v 3 COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL ¢ LL o 3 REQUIRED KNOX BOXES. o p 2. CONTRACTOR SHALL INSTALL ALL ELECTRICAL EQUIPMENT, GRAVEL a w re) BASE AND FENCE TO THE FULLEST EXTENT POSSIBLE WITHOUT w — u `' RELOCATING THE CURRENT JOB TRAILER. ONCE THE JOB TRAILER SCALE 1"=20' � ° oN HAS BEEN RELOCATED WORK SHALL RESUME IN THIS AREA TO MEET 0 Cn WF I THE DESIGN INTENT AS SEEN ON THE CIVIL, LANDSCAPE AND 0 20' 40' z � F * a Z MECHANICAL DRAWINGS. 3: p 'n x O U) 2 v N O 2V QU) ~ c w �O N z O a 00 J ti y 4 w v a ��. �� C) GRANITE CURB Z TRANSITION \ ` � Q Q z \ OLi � (D 4 4ct a a a of Q a J 4 O < 4 a a a \ Lu w FULL REVEAL „ a U N GRANITE CURB z Q ° N p 0 � o a 4Q \ \ > DATE a FLUSH 6"X12"X2" SIERRA a 03-26-2018 WHITE GRANITE PAVER \ a DRAWN BY A. ALLISON \� \ a a ® \ \ a • DESIGNED BY / aQ $ a • A. ALLISON a • CHECKED BY \ \ \ GRANITE CURB C. SHIFFLETT �\ TRANSITION • O \ as • • / \ \ FULL REVEAL � ° Q4 SCALE \ \ GRANITE CURB • 1"=20' GRANITE CURB • \\ TRANSITION ' ^ NEW GUEST WING DROP OFF LANE DETAIL SCALE: 1 "=10' N �R W I / I HVVS CH Wg = 4„ z 8"F LL HwR 6 W HINg ' wg y 6,O GRANITE CURB FULL REVEAL /wS `�V�l'1W TRANSITION GRANITE CURB HWf� wR FULL REVEAL NwS GRANITE CURB FULL REVEAL GRANITE CURB 6"X12"X2" SIERRA SIERRAWHITE GRANITE PAVER A CMR, ♦:::�:::: FULL REVEAL — >XV WHITE GRANITE PAVER♦M♦♦♦♦ GRANITE CURB ♦♦♦♦♦♦ � ♦I ���♦♦♦♦♦♦ I„�Illlu ill`III�. ����• ,�IIIID ♦♦♦ 6"X12"X2" SIERRA NOW / `` ♦♦♦♦,gill♦�Ilu..�illl►� u�"illllu��l���, ♦�♦ � I �� ♦♦♦♦♦ �� ♦♦♦♦♦♦♦ i it sill a `D �i i � ill ♦ •- NO. 40241 ' I 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 L,p_ 07/2G/20,< POINT OF G ///r R30' SCALE 1 "=20' Mo E 6o C� rn R212' N o CURVE (TYP.) 0 20' 40' `� 0 �V > E / a E w Lu \ R10' O \ �+! !1� Q LL y 3 STOP BA o a o 3 0 O PS 00 QWU� a J CL o / / \ z FwF m NOTES: Z �� / F - // 4.5'x4.5' CONC. PAD 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT Q O (' x O TANGENT 24' �Q R10' / - j CENTERED ON EXIST. DOOR MAINTAINED BY 24 HOUR STAFF. ARCHITECT/CONTRACTOR SHALL Q " POINT OF / - - GAS METER 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 •�� R250' R5' 5PSI IN/0.5 PSI OUT . S p ~ o rn w LEGEND: N O z ' STOP BAR pl :... R10' v m Z a FDC G(4� ER `L PROPOSE HARDSCAPE � R10' 9'(TYP.} TO �P�'( EP o s �\ (SEE LANDSCAPE PLAN) C) H m 18' l,nrnr P F s �` > 9 Lu o CURB FLUSH CURB (TYP.) 24' SHRUB �� 0 / TRANSITION m \ �_� o CONCRETE SIDEWALK w / % a R112' (TYP.) \ o �� BED o R5' SWM FACILITY `� \ O \ �\ / cc \� \ HEAVY DUTY CONCRETE / 6 EASEMENT (SEE LUSH CURB T C6.10) \ $6 N x z / / 0 (TYP. R5' 9 \ STR. 324 HEAVY DUTY ASPHALT w (DI-1) ST WHEEL STO C g-., TO O z R5' 2 �( /YP) RAN TION LIGHT DUTY ASPHALT of O / 4 BUILDING x z ° /�/ w I I \ \\\ R1 CHICLE S OP / / / // D, 1 R5' / BIORETENTION I C q 2 \ SEND PERMEABLE PAVERS w f o REINFORCED TURF U Q 18' TO UILDI R5' Q N `1 EP� \ _ z 0 O" //S{HR /FLOWD\ 3 I R10' �\ O rZ R10' 26' MILL AND OVERLAY in o 10 w EP 1 G�ROSSWAL 59 (S > P'Q R50' �/ I i R5' \ R10' p0 CURB RA DATE Q / STD.3C) I o 1 R2 �}'0' .` (Dh3C) I R123.6' (3 FT LENGTH) O I \ ® PERMEABLE �� TOP AR DRAWN BY w` G e E I 1 R118' PAVERS 4 � 0' GZ • I 1 O Z G . , EXIST. BUILDING , r (TYP) R37' R10' ski\ GG WALL. o 020' 0 24' 1 ; . A. ALLISON UP /r% ° 1 R5 a R17' kQ G�\�\\ I R23' R10' ♦ \ / • DESIGNED BY ' ' MONUMENT SIGN &\� l \ 18' ° D R13' TANG T (2) 4" CONDUITS \ 1 0 s„ POINT A. ALLISON LANDSCAPE FEATURES ". \ (TYP-) R5' � � STUBBED FOR � � . 1 CRO WALK R5' Z4 CURVE ( P.) FUTURE C/Q 8•, CONNECTION • CHECKED BY � \G (SEE LANSCAPE/ARCH PLAN R128' / 1 0 ♦ TANGENT y� F R152' RETAINING THB \ / I R90' �p' WALL COMMUN16ATIONS C. SHIFFLETT — h, ♦ POINT 'V� • � \ / R210' - CURVE (TYP.) MANHOLE (TYP) • Rg 9-(TYP.) \ 6� 1.67FDC SCALE /' G2 o ° �5� �� 1"=20' o\ ° C N ♦ 18. FA 0 E GAS METER V / _ ' o r3,480 OGP / Ep R103' R5' ♦ 0 ♦..., ^ R5, D (TYP.) _ // 5PSII IN/0 5UP • V 1 ``""g(�� — 260' R234. 6' R5 3 PARALLE ` R150' NEW CORN J� _ � �)_ O ♦ ♦.> � 13 �`1 RESTAURAN � 1 _ �, _ \ R5' R205.5' PARKING 18' a - -��\ 275' ,, 5 SPACES ♦ R85.47' R5.I.G 6" FIRELINE G / BO \ I ` ♦ 18' (TYP.) ♦ O 24' ♦ ` \ \ " ., \ Q° D �p O W PERMEABLE ` CROSSWALK /J / \\\ 1 GG.2 R ♦ O3 R5 CL y FLUSH TY B ` ` TEA PAVERS * \\ / I I 1 \ ♦R145 FA ( (TYP) � ♦ Q R12T J, j ♦ ♦ SEE DETAIL \\ r � y\ 9, ♦ <C �♦ �♦ ` (SHEETC4.0) \ \\ G °/ / ? 1 I STR. 15 y PERMEABLE `� 20 5 `� R150' F!� ` N. O ` R5' 8' I \ O JF / I ( ) I PAVERS (TYP) �` ♦ ) 7" I \ _O S. ♦ R88' RI ER EE" `TAIL.. � `�1 � 1 - 18' 1 n0 `� � ♦ R5' `� (TYP) �♦ � R5 R38' R1 / � G/ 1 \ \ r I \IG �♦ 18' \ R5' O G HI CROSSWALK / R5' Fq 9' FA R140' \ I � �R62' ♦R145' (TYP.) ♦ R150' ♦ �12 0� r:.. I . L R2.5' i 1 G /JQ \ c \ 10' EP 2 4"SCH.40 � \ \ R5' ♦ CROSSWALK ♦ a ( ) / 1 ♦ 0 ♦ 20 8, . PVC CONDUITS '�j H� / 1 \ \ /" \ R235: '' ♦ 9' (TYP.) ♦ R5 SEE DETAIL Z 1 ` 0 ) ♦ j^ \ ` ® R5' R25' .4 r SHEET C4.0 H CURB / 1` \ G 2" PVC GAS LINE STOP B d " 1 T1 ' 1 TRANSITION / I ♦ 18' R5' 8' 70 � z 0 RS \ F ♦ (TYP.) CROSSWAL 8, Z > Q \ 1 / \ RS' R5' R ` `� R150' POOL < J z �— / 1 w �l BAR (n o w `/ _ \ \ ° PERMEABLE 0 P ESTRIA ` PERMEABLE u.. U R172' / PAVERS RI GE. SEE PAVERS �" 1 z w I --I \ _j G J (TYP) �. ♦ S. (TYP) p� \ R253.12' 18, R14' ) ♦ (TYP."� _ H� < SWM FACT ITY R5' 0 © ((/ POO co _j IRR EASEMENT (SEE R94:5 BIORETENTION a Z SEE �� -I Q l lRR HH SHEET C6.1 ) y � EP '4REA#2 1 �"mv / J ! FUR Q Q k� SHRUB/SMALL `+ / GAS MAIN EXTENSION � TREEAREA J l I I lCV V�H X R56.5' I O D R5' 1 1 11 / � I _ � (BY CITY GAS DEPT.) \ o P 1 I R112.5' / N ! 0 I PERMEABLE O / TANGENT ® I PAVERS (TYP) 4" PVC SANITARY POINT OF I a SEWER (2% SLOPE MIN.) CURVE (TYP.) a 1 0 w I 1 LUSH CURB ya (TYP.) 18' w BOX L ! 1 I \ R20' (TYP.) 0 148' \/ � I I9 (TYP.) 0 , 10 I R90' WM FACILI SHRUeiSMAu I \ 0 I 1 10' ASEMENT 18 1 J / / / HEET C6.1 4" I J�2 ELEC \ \ TREEAREA Il \ R15' / i / ) (TYP.) / 3 / METER �\ \\ / \� ya`� I I 20'__I \\ / ��0 R SL \ OX R H I �/� ��Gc (�� / ° EPR5 R5' EP PERMEABLE R5' I 50' �/ J , F / �� < \ o PAVERS RI U ® // I �� TANGENT, 8" 45° BEND ° 0 FLUSH CURB (TYP) C� R5 N 45° 0 A ICI \ /R®\ �\ / / \ \ D (TYP.) 2" PVC GAS LINE 5 n NDS - F \ / POINT OF ` / CURVE (TYP.) R20' � STOP BAR � 5. ~: CUR 450 BEN \ R10' R10' STOP (TYP.) 1125° BEND A\ \\ \ \ TRAFFIC RATED 24' RS . y '1' L J ; \� PULL BOX fi R262' EP H W 0 \ \ \�. STOP BAR 8„F F R10' CRO' ? A 22.5° BEND STOP BARIR 10 H \l HH ^ ) ` �\ \c� G G 8"F 8 F FULL CRY LANE 11.25° BEND C' Q JOB NO. (4) 4" SCH. 40 PVC 8„F R25' R2 5'GRANITE J_\ k R30' G EP CONDUITS 0 CURB 22.5 40241 8" PVC TIE TO WATER < \ c R238' R45' 24' g„F - - STUB OUT SHEET NO. GRAE NIT \Ric\\ \ R20'° BEND \ 72' R10' 22.50MEND 8"X8" TEE CURB GRANITE C`r• OL / 9Tj R10' CURB r, , \ _ _ _ \_ ,� R5'� R205.5' w� 13 PARKING 18' S �, LINE SPACES R85.47' ♦ R5 \"%b. _ 86 X91 �G1 \ 1 ° o (TYP.) ♦� o `�. ' ♦ ` \\ SEE LANDSCAPE C- BOX 24 18' O �. \ PLANS FOR 440 �Y . - a O3 G D �- FURTHER DETAIL yLJ O FLUSH PERMEABLE CROSSWALK \ � , /` \� 1 7 G"2 R �3 ♦ R5 (TAVERS j` (TYP.) ♦ PTYP ♦ \ \\, J< \ 1 FA Q R127' �♦ ( ) ♦ SEE DETAIL \\i',! i / CONDUITS 40 PVC 2 I\ ♦..� ♦� ♦� (SHEETC4.0) \\. �! DOM �CRAIGPJ].KOTARSKI� / ?9, 20' R5' ♦♦ \ \\ 3" GAS LINr'o SER Lic.No. 0402048507 G I STIR. 0 \PERMEABLE R150' FA ♦ 8' \' 07/2G/20w� o n R �S 9 R5' STAIRS WITH ANOPY 41 i (DI-3B) \ 1 PAVERS (TYP) \ o ♦ 0 E ) I 5 !\ ` HANDRAILS. 4 7" O � i � EE ARCH./ O ♦ \ 18' R88' RISERS SEE DETAIL. �/, NDSCAPE S OIVAL / �1\\I I ^ 1 \ 1 OG� `� ♦ R5' ♦ (TYP) �♦ R5' R 4: P NS `) rn 0 R5' ` G R38' I j / y r I \1 `� 18` R R o R5' CROSSWALK �1 \ \\ I rT'1 \ ♦ �A � FA ` (TYP.) � F•o R1R050� ♦♦ W Q R145' o \ ♦ \ R2.5' R62' 6" 10 R197 ♦ G. s W S \ 1 0 \ \ 5' ♦ CROSSWALK ♦ EP (2 H. •, _ G \ / ♦ ♦ 8' PVC CONDUI HOSE BIB M E / \ 1 \� \ ♦` 9' (TYP.) ♦ R25' R5' SEE DETAIL (SEE NOTE) o CURB ♦ ` 0 R5 G 2" PVC GAS LINES STOP BA4 0 ' 1 9 5 MBTUAS ER ST > E �,TRANSITION o ♦ 18' R5' ai E EP CURB TRANSITIO HA ° R5' F ♦ (TYP.) CROSSWAL 2'x2' COMM. _ 1 R ♦ 8 "� MANHOLE U am 3 c \ R5' R5' R150' POO (TYP) ¢ W o 3 R11 . 8+ , R5' ` o L o 6' BA // � 01/ VERHAN w U u-i V _ \ ` PERMEABLE mo DESTRIA ` PERMEABLE v /.. -OVERHANG ; o N R172 PAVERS DGE. SEE PAVERS V� 11'i ^` rn N (TYP) S. ` (TYP) I 18' I z W °+ Z TYP. `O ` \ I � O B X O P POOL BAR UTILITIES U) Z ac WM FACI ITYY RBIORETENTION °j U >io U /RR EA EMENT(SEE _ 94.5' EP Z SEE MEP PLANS FO . SHRUe/SMAu = S EET C6.1 ) AREA #2 J // FURTHER DETAILS. cn O X GAS MAIN EXTENSION \ J c w (BY CITY GAS DEPT.) P TREEAREA l lCV �H R56.5' p R5 \ I 11 a O / IJ \ I R112.5' PERMEABLE �% (7 ! STAIRS WITH 00 _1 / \ \ 8 U 4" PVC SANITARY HANDRAILS. TANGENT O � PAVERS (TYP ' J o w > j \ / / I SEWER (2% SLOPE MIN.) �� Q k\� / POINT OF 5 w LUSHCURB �� ��0 (TYP / \ (TYP.) r' R20' \ I / R148' �/ ^ 1 t� f9�, � i 0 10 R9 WM FACILI a O n z SHRUBISMALL / \ Q '� 10 SEMENT S 18. 18' j D �G \ HEET C6.1 4" PVC SANITARY = TREEAREA Il \ / ) (TYP.) / a R15' / �Q 1 \ / �/ w cam\ \ / \ S1 I 20•_� p� SEWER CONNECTION. SEEARD /� \ J REFER TO MEP PLANS O \ OX I / \� (� EP R5' R150' �/. z / PERMEABLE LANDS p / Ep FOR DETAILS. _ \ \ ®R H / / y� p �G \ o R5 PAVERS a g' 1 REFER TO LANDSCAPE 4' FIRE LINE. ARCH. PLAN F 2" PVC GAS LINE C9 2 4" PVC ELEC > / TANGENT\ ° o FLUSH CURB 45' ARCH. PLAN FOR w 45° BEND \ i (TYP) U R5' � � N I � � IRR \ / / / POINT OF \ \ (TYP.) 5• NDS 0 FURTHER DETAIL O w \ CONDUITS WITH PULL \ CURVE TYP. R20' STOP BAR 5" _ \ \ \ (TYP.) WHEEL LOCATED BENEATH U Luq4-4 oN 45° BEN \ R10' R5' R10' STOP (TYP.) C 0.5% SLO Q Q o \ \ \ / TRAFFIC RATED 24 11.25° BEND c0 , 71U Q REFER TO LAND Pu Oz p \ \ \ L J 1A R262' EP �_ _ in PULL BOX fi H TO BUILDING FURTHER yGa\\/� / 0 \ \\ STOPaim. BAR R10' CRO R > y� \ 8' F F STOP BAR (4) RAISED PLANT � DATE ob/ \ \ - (SEE LANDSCAPE PLA D / \ 22.5° BEND \ HH ` \\ G 8"F 8"F FULL CRY LANE' 11.25° BEND C' 2 O �� G �� (4) 4" SCH. 40 PVC 8,F R25' R2 S GRANITE /� ; GRAND STAIR CASE. 03-26-2018 \ �� a� R30' G EP CONDUITS CURB 22 5 SEE ARCH. PLANS. 8" PVC u - APPROX. LOCATION OF DRAWN BY \ R238' TIE TO WATER 5 ` REMOTE FDC STUB. /0 _ � \ \ \ 24' g•,F STUB OUT / r i 21.11' \ \ 22.5° BEND 72' 11.25° + 8'X8" TEE CURB CONTRACTOR TO A. ALLISON \\\ \ TH �R20' R10' R10' 5° BEND GRANCURB MECHANICAL MOECCHANICAL DORDINATE RAWINGS. DESIGNED BY BACKFLOW \\ \ \ R25' R& R$\ FREE STANDING WALL • A. ALLISON / \ / \ SEE LANDSCAPE PLANS x REVENTER \ \ \ 4 m �\ ( ) REFER TO LANDSCAPE \/ CHECKED BY ARCH. PLAN FOR • \ `j pia CURB TRANS,IT[ N FURTHER DETAIL C. SHIFFLETT \ 11.25° BEND A R50' ti �� u A TANGENT � ��=`d R2.6' � \ R70' , 4 LIGHT BOLLARDS } CV \ �c POINT OF 11.25° (SEE LANDSCAPE PLANS)(2) 4" PVC ELE • • SCALE / b � CURVE (TYP.) 6' 45.5° BEN ( J � � ' G V _ _ �CONDUITS PUL ill C� / � R4.5' TENT ANC (4) 4" SCH. 40 Q A O \ \ 10' ` (SEE LANDSCAP PVC CONDUITS ��/ / / �\{\ \ \ \ \ / O \ 2 22.5 STRUCTURAL DETAILS) • / /'� (2) 4" SCH. 40 PVC O�k g (9) s" RISERS CONDUITS / (0 / } $ \ \ A, ° , O 0 \ GRANITE WATER FEATURE PROVIDE TRACER WIRE G (SEE LANDSCAPE PLANS) 7 ( ) \ \� I CURB (2) 4„ PVC ELECT W \ o\ / 2.5' CONDUITS WITH PULL T� 9 (4) 45° BENDS / Qv TRAFFIC RATED m \ 20' 6'\ \ I GRAND STAIR CASE. J�O / PULL BOX / / I \ \ I � SEE ARCH. PLANS. O® U�P I Z Q FREE STANDING WALuj L / a I O (SEE LANDSCAPE PLANS) > 8 / \ \ OI I ° O (2) 4" PVC ELECTRICAL O S N 8 4„w „F REPAIR ASPHALT / \\ /\ \ o\ \\ O O \ TENT ANCHORS O CONDUITS WITH PULL BOXES PAVEMENTAS \ UGP� LOCATED BENEATH PAVERS 4'• 8'• - \ �\\� (SEE LANDSCAPE AND 0.5% SLOPE MIN. Lv R NECESSARY / \ \ UGP \ ,� BUILDING _ 22.5° BEND � STRUCTURAL DETAILS) (TYP.) r s 22'5° I I \ \ \ \ \ O ® o / PROPOSED PUBLIC GAS LINE AND METER. 7,790 MBTU/H ® ACKFLOW Sq .1 /CV BE /j�R/ / / / I I / \\ \ \ \ a \ (5 PSI IN/0.5 PSI OUT). PUBLIC UTILITY SHALL INSTALL 5 RE ENTER N c9T/p q' / / \ \ o I LINE AND METER. (TYP.) (4) RAISED PLANTERS I� (SEE LANDSCAPE PLANS) / 4�0 BENDS �90° BEND I / \ \ I /�0/ 2 45° JI / \ \ \ \ \ O O ( RA R STAIRS nv CONNECTION SANITARY CONC. ENCASEMENT / SEE 4 H. PLANS O\� Gr CV1 - - TO LIGH \ \ I WV ` (SEE DETAIL SHEET C7.01 0 OLD Fp WV VAULT ,�, \ UGr_ � _ / \ \ \ \ I O I WV O (SEE MEP PLANS F REFDER TOSLANDSCAPE/ � WM / AN I R HN ( \ IN TREE \ C \ \ O EO� E EDIT ARCH. PLAN FOR - ucr� H� \ F� U7L' JG I r 54 FURTHER DETAIL Q WM W \ O/ \ \ UG \ TO E0 - O / PROPOSED SANITARY ® Z JG� REPAIR CONCRETE S� ty \ SIDEWALK AS 9,L I \ UTJ\ \ \ I I g�jILDING� i \\ UTL �O EXIST, RETAINING m0 / CONNECTION STAIRS (SEE 0 / NECESSARY \ / cc L 9 ao WALL TO REMAIN - (�O 53 (SEE MEP PLANS FOR ARCH. PLANS) tZ' ^ 4' X6' c� L \ \ ( ) 7 \ } i� / \ \ DETAILS) Z VAULT TAPPING / / \ 6" HDPE IPS DR-13.5 \ur<�� GG� I I / / �Lr UTL� ) / / / 27 ♦ � Q o J SLEEVE & k VALVE O FORCE MAIN UTL /� \ \ - r / \ I C)Y EOI \ j I -G uG 4.25' PROPOSED J \\� l EOl \ I \ ® C \ 7 / GRE LEGEND: Z a TO BUILDING \\ �G \ \ 52 / (SEE /� n / FOR PROPOSEELANDSCAPE PLAN) V 1 u LLI - --- - - e (n O CONCRETE SIDEWALK O Q CAP 8" FIRE LINE FOR. I %i �UTURE SPA e 6•• I / GUEST R N HEAVY DUTY CONCRETE m O A v V Ll 2 / PATIO �i ^ �� J N l� \ EBOX INSIDE OLD Q�� \ �\ \ ONNECTION C� I' ARCH. PL ~� Q 3 / C 3 ��\ \ \ TV PED. CA TV CUTS. OGP \ J TO BUILDING �/ / t- �' SE�BAC'- / FOR FDETEl HEAVY DUTY ASPHALT TO BOIL /NG X (O CONDUITS FROM UTI a �Q�0/ / 61 \ \� / / \ � \ � � � \ \ U CABINET AND TRANS LIGHT DUTY ASPHALT 0 v, P / CROSSWALK.. I (SEE MEP PLANS FO El a ucarv� �� O \, INFORMATION) N \ 'RR TO BUILDING \ \G \ \ PERMEABLE PAVERS J SIZE \GAH QO �y 2� \� \ \ \ c \ A\ �\ / APLOC C� �� , PRO E 1 FT OF �\' REINFORCED TURF o \ 0 REPAIR ASPHALT \ SE ION BETWEEN a \ / PAVEMENT AS \ � � \\ \ � � 1 � \ � UTILITY CROSSINGS (TYP.) MILL AND OVERLAY 3 NECESSARY \ \� \ \ F \ 6" GRAVITY \ \ GP/ 1 0 TO BUILDING (PVC)- / TO WALL LIGHTS \ \ \ c \ \ \ cq BOX IRR HH \ \ \ \��' ° IRR IRR I I \ \ I C4.02 I I C4.00 y k/ / SHR�eq - I !RR HH \ \ \ ��� PED PE�I / I RFq \ 6"-8" SAN PIPE c Q O (APPEARS TO BE Z W \ \ I W FROM BUILDING) \ \ \ \ \ &G� I - - / TO BUILDING P REPAIR CONCRETE \ \ \ \GCT r\ TFMR I YY rko IRR HH o c _\ \ IRR HH SE E SARYS �\ \ N r . ., NN CC gg _ SANiTARYMH \ \ NOTES: °H I C4.04 JOB No. IRRIGATION 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT �` 4N \ TOP=435.65 - - w- - w- AI SCALE 1 "=20' \ INV 1N=427.76 \ MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL O p I C4.01 40241 ° �� �`d / \ \ \ I I lNV OUT=42702 �\ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL Q Q �O POOL LIGHTS n - \ vl - \ \ _ _ - REQUIRED KNOX BOXES. S 0 20' 40' z I SHEET N0. �l BACKFLOW \ REVENTER \ 11.250 BEND (4) 45° BENDS �� I / lCV — — v / [� k � � '� CRAYG W. ]. BOYARS KT o� / j / ro / o Lic. No. 0402048507 TRAFFIC RATEDT /\ / 8" PVC / PVC )CONDUITS \� / / G/ ��- �'S 6 �w / SCH. 40 PULL BOX 8�p TOIVAL� q„w qU�,T 4" PVC G SpN �T (2) 4" SCH. 40 PVC v,8' �- S CONDUITS d 8'F (PROVIDE TRACER WIRE) / G / \ \ 10 / SL \ �. T (4) 45° BENDS / QZ TRAFFIC RATED / w / C9 ICV \ SqN 8'F J� \, PULL BOX / M E N � !� C `t9 'T / 8' / Q O / ` l/ SL S N 8 4„ „F REPAIR ASPHALT / _ PAVEMENT AS Lu 3 NECESSARY / ¢ LL y 3 C 22.5° o /} CKFLOW/BEND / / /} � W L M / / l J� / REVENTER SAN� CV \ \ PiG9Tjp v ¢< o co / J — vi ~ O 01 / ICV \ / L �O/ j (2) a > o N 75' SETBACK / / // ��Ol L 90° BEND 0 W ^ v C9 ICV / 0OLD) Fps O/� SAgjC BENDS \ \� / .� F ? 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VEHICLES ��� p"" \ u l lj / / TO BOIL ING �\ \ Lu R10' w C7 EXIST. 15" RCP 6" HDPE IPS DR-13.5Lu N R10' CULVERT TO REMAIN SPN FORCE MAIN X �� / / �p�s+ / 61 F Q m \\/ i/ / J� ® G \ \ p Q TRAFFIC RATED U $A"� Ir % OOPS / / / \ N o PULL BOX \ / �I o o / \ IRR� r G2 \ > 100' POND / ` o \ HH / p T�i DATE BUFFER / / / GsA i / �F�` Z O / 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) GQ7 Q/ I \ TO BUILDING TO WALL LIGHTS \ METER J �JG / \ _ Jo dIRR HH\ c \ \ \ • DESIGNED BY 4) 45° / /� STANL%/ / \ x/ / SyR�eq IRR HH \ A. ALLISON / B DS / / / SANITARY SEPTIC LID ® Rey I • 6"-8"SANPIPE N CHECKED BY TOP=423.77 ® (APPEARS TO BE �Z • \ I R20' / ^ / / J/ I \ -/ Q a O / FROMBUILDING) • C. SHIFFLETT \ / / e / TO BUILDING IRR HH o P REPAIR CONCRETE 0 SIDEWALK AS • • SCALE \ C �n Z TANGENT / \ I /� \ J / IRR \ \ Q / NECESSARY `TZL POINT OF \ ® \ucT / I \S • 1"=20' CURVE (TYP.) V Q O / 4v \ TOP=435.65�r1 R2.63' / \� ��� ���� �� A lNV 1N=427.76 2' PVC GAS LINE G) 0a \ I G J \ \ INV OUT=42702 / \ O POOL LIGHTS G / vor Qv Q I / \ UTILITY CABINET & CONC. R2.5 PAD FOR TRANSFORMER / \ \ la��l \ W (SEE ARCH/MEP PLANS \ t FOR SIZE, LOCATION & GST / SPECIFICATIONS) I \ +\ �� SL 2 5�,� E01 � I O � A QCL w Z RI Rya * _ — \ \ BOX S / \ I 0, O OX \ FL � U j 6" PVC @ 2%u 53.47' SLOPE 20'X20' SANITARY F ) � (SANITARY TOP OF SPUMTRUCTURE UCT RE G) 8 GRAVITY 6" ABOVE GRADE. R10' (2) 90° BENDS RETAINING WALL 1 / V / (SEE SHEETS 6" CLEANOUT (SEE SHEET CIVIL SHEET S302) \ \ \ l ucP l 1 PS-1-PS-3) INV:426.50 15.89, \ \ \\�� PROVIDE 18" OF f \ \ O } J �� VERTICAL SEPARATION (4) 45° BETWEEN WATER & BENDS 9 95 \ XX Z UG �X SEWER LINES (MIN.) 1 \ \ \ HH 45° BEND \ � \ \ � P\ � T � U' PROPOSED PUBLIC GAS LINE AND METER. O F C / Q �' 7 4,322 MBTU/H (5PSI IN/0.5 PSI OUT) \ 1 ~ L PUBLIC UTILITY SHALL INSTALL LINE AND GAS CONNECTION / Iz^wHlreoF; 7 � \ 11 L C` METER. (TYP.) ro (SEE ARCH/MEPPLANS) \ 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 w I --I 8„PVC / MAINTENANCE LANDING _ Z � � Iz�• WHITE �- O .J , ^ 90°BEND BUILDING \ 1 WPO BUFFER RPq� < v, \ \ 2'x2' COMMUNICATIONS MANHOLE (TYP) \ m C 8" FIRE LINE \ I Q CONNECTION CONC. PAD FOR MEP EQUIPMENT' \ \ (SEE ARCH/MEP PLANS \ � \ L 30"WHITE OAK Q y. \ 4"DECIDUOUS KESWICK CLUB, LLC 90° BEND 4'x4' CONCRETE DB. 4723, PG. 596 25' LANDING \ LEGEND: Q PARCEL ID: 08000-00-00-011B0 I \ PROPOSE HARDSCAPE NOTES: (SEE LANDSCAPE PLAN) 1. KNOX BOXES SHALL BE REQUIRED FOR ANY STRUCTURE NOT MAINTAINED BY 24-HOUR STAFF. ARCHITECT/CONTRACTOR SHALL CONCRETE SIDEWALK \ COORDINATE WITH FIRE MARSHALS OFFICE ON LOCATIONS OF ALL \ REQUIRED KNOX BOXES. Vim' 2. PRIOR TO THE INSTALLATION OF THE 4" DOMESTIC WATER LINE / ROD/F SERVICING THE LAUNDRY FACILITY, CONTRACTOR SHALL VERIFY HEAVY DUTY CONCRETE I C4°02 I C4°00 / EXISTING WATER MAIN SIZE TO CONFIRM ADEQUACY. CONTRACTOR I I A / SHALL NOTIFY ENGINEER UPON DISCOVERY OF ANY CONFLICT. El HEAVY DUTY ASPHALT I u, V w / LIGHT DUTY ASPHALT I/ L _r / 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 I rrl: Y� �n r� • i••Iv i♦4 •rr. ,' \ ® Jam•••••'►•�%//•,►•'�r • r-i r r r�► r-r r i • • • • • I ,•jam ��' .- , , . , . v . r F— — — F C5.02 • \ 1 — \ / \ \ \ \ \ — 37 \ /• I \ O \ \ \ \ \\ I I I _ _ C5.04 I I C5.03 U CRAIG W. I KWARSKI Lie. 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AT FOUNDATION t461.83 1 07 0 1 \\ I _ _ \ 7'// I I I I 1 FOR ROOF LEADER - (1 % SLOPE MIN TS O TORM LOCATION/TIE-IN. � / / / STRUCTURE) / 13 117 l Sc 465 ' - \ `� TRENCH DRAIN P•y / :±82 ///r ..//.I C5.02 �( i• r• / / / 1 1 I I I C5.00 // �!.' t I 1 1 \ INVA54.77 r o 1 I 9 Q Q- , ` i\ \\ / r //pM 1 ! / � \ ,'\ l.'.l ✓ r y9 � � i./, / ,ilk' .l'. I � � \ I I / ' I I ' - - -I I - I I � y coo /' _ \ / I I / /' /.. j../ , .. ! v / / ii /'r , / / I I I I I II / / / I I••> CRAIGW. J. KUTARSKI Y v / i. / / i , g ° n d / r , r / 1 - _ _ I I Lie. No. 0402048507 BBi UR N 10 ,I 4 1 I l I ... / / d. M .j. r/r , I I \ \ I I I ! / - / I/ , alaa �^ a ° (\ � � / / / / l I \ � I I / / / / ��O-7/2G/20� SURFACE DRAINS \l. . /. - r co i . / .. . !i / / I f J \ i i I 1 ' l /1 I /l l I C 5.04 Iss1olvAL E�' I PROPOSED FRENCH DRAINAGE SYSTEM/ f , I l l / l I I 1 GA�(ON ! / 03 SYSTEM SHALL TIE TO THE NEAREST 12" NYLOPLAST BASIN PULL BOX \' e / / r I 1 I / \ \ I I I I 1 / l l 5 1 I WALL\2A I ( PROPOSED STORMWATER STRUCTURE. SOLID COVER / I // ! TW 457\ I REFER TO SHEET C1.04 FOR DETAILS. INV OUT = 444.00 I a .� ... I /' . /! /i i i i ; / - i !I !l l// /! l ' f - - - _j- INV.454.98 BW 45s - I.�.. 4" RFORATED Q PVC % :M \ \ NDERDRAI \ Q (2) 4" PVC ELECTRICAL INV.460.47 I % q., I) Q CONDUITS WITH PULL BOXES / " HD E I T///� // / / / /' l /l // / l ! / / .1 (IYP 16" LOCATED LOCATED BENEATH PAVERS �� 1%S i.. j//,. I ' / / l' '/ l /.l.. '.' "' E INV:462.28 S 0.5% SLOPE MIN. - _ ' / ' / i rn $ 4" STORM DRAIN 6" PE � 1 I � / / 1 / / ' / ' / l l l / r1 c ` r CONNECTION. //�� 19 LO,P / , / / l I l / ¢ o \ I SEE ARCH/MEP PLANS LT (a) ' DIF�. / /' / ! / / E F SU ACq 415 f / \ l 1 I l / ' , l!v w aiE \ H FOR DETAILS. ® D IN I l / I I / / _ G / t32'OF ACO K50 y 1 /i 1. l l l I , I l l / / // l l F- W .N 3 'ry prhO / I/ 1 / TRENCH DRAIN LEADER 0 li. CONNECTION.. . I 1' 1 II lll1 ¢p o 3 WSEE ARCH/MEP PLANS wO FOR DETAILS. s m Q-jUc0 11.' SCALE 1"=20' 452 \ el �� '.'.'I'. I I ( \ / I I I I I 1 Q O IFM ai r�1 0 20, 40' Z �F �X 00 '., d tL \ \ \ I\ I\ I\ \ 1 lai I- p PULL BOX t142'OFACO / \ II{... \ \`\ --- \\ I\ \ \ iN ❑ OD TRENCH / /47 \ \ \ .................... i m ti DRAIN .................... av O _ up ow LD NOTES: PROPOSED FRENCH DRAINAGE \ _ _ \ \ ~ \ � j ` \ \ \ \ \ 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH w SYSTEM. SYSTEM SHALL TIE TO THE \ A FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDS g O - / r - _ _ - _ \ ` \ \. ` \ \ \ NEAREST PROPOSED STORMWATER UNDERDRAINS STRUCTURE. REFER TO SHEET C1.04 413A I, , / \.\ \ \ .' .� \ \ \ \ \ \ \ 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS g 4 FOR DETAILS. / / < .I 'I - \ \. \ \ \ . \.. \ \ TO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES 8" SOUb HDP / \ \ ` �'� \ \ �' ' ' \ 8" AND A MINIMUM SLOPE OF TWO PERCENT 2% = z / TO It: INT 1 . 440 , \ \ \ \'....'.'\..'�..'.\'..1 .'.\.' `.'.'\ \ 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER a \ ' (2) 4' PVC ELECTRICAL I \ .' . \ . ✓ \ \ \ \ \ \ , \ _ CONDUITS TO TERMINATE TREN DRAT \ \ \ _ `\ \ \ \ \ �' ' a )' ' 't' '\ \\ STRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED IN C7 ti WITH A PULL BOX 1 \ _ \ \ \ \ \ \ \ .. \ . \ -\ \ . \ \ p STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO O ...\.'.\ \ ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL a ENGINEER &ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION � 1 � \ \ .q Q / � \ \\ \ \ l ' •L I I HAS BEEN PROVIDED. p ` PROPOSED FRENCH DRAINAGE \ ' \ v \ \ \ \ \ \ \ \ \ I 1 I \... \ \�� � Q / 4" STORM DRAIN ® � / \ � \ \ 1 _ _ \ \ \ \ . ,\,','\.'.',','L ,')' I •I 1 I I 1 4. CONTRACTOR SHALL REFER TO ARCH/MEP PLANS FOR DOWNSPOUT ` SYSTEM. SYSTEM SHALL TIE TO THE \ \ w O U / CONNECTION. / / I \ - - \ \ \ \ \ .I. I I .1 '1 I I 1 I CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND o NEAREST PROPOSED STORMWATER , \ I Q \ r \ 1 I I '{' { ' ) o = N \ , > I \ ' SEE ARCH/MEP PLANS / PULL BOX i `_ _ _ _ \ I . I I I . I I INSTALLED TO PROVIDE 1 /o SLOPE MIN. UNLESS NOTED OTHERWISE. U w N STRUCTURE. REFER TO SHEET C1.04 _ \ \ \ I r FOR DETAILS. � / ° \ \ j _ � I I I.. p / { Q \ FOR DETAILS. `1 / ..e,\\ \ I .L.I .I .L >S� o (2) 4" PVC ELECTRICAL `i / S \ 1 {'.'1 1 I .. I' 1 O > o X, 1 CONDUITS WITH PULL BOXES LOCATED BENEATH PAVERS vy0�0.5% SLOPE MIN. DATE ... . Y - 26 - - � 0 �55� _ _ ` . � ' ! 1. \ \ I" � � ® / I I .I 1. / ,' / I I .I..I � i I I 'r • � r j r I �' i.'r.. 03 2018 _0_♦ --- I`1.1 . .a / ®/ 413 e' ,l \ ✓ 4 i 11\ 1 (\ 1, / ,! /III DRAWN BY 6„ HDPE PULL BO 1% SLOPE A. ALLISON 12" NYLOPLAST BASIN (4'� �IA. ce ` CRITICAL F _ C � - _� ♦ � / I ' � ,: , , G r /!; SOLID COVER � UR AC / I / ARCH S I .S `' INV OUT =449.00 RAIN qg� l / / / / I I ;: 1® 11, .1 I . l L . I I . I I 1. I i . �. • DESIGNED BY 1 FOR RAMP/ TA RS. I / \ I / - , �.1 \ ,/ I 1 1 .1 l . I. ( . I .. ..I . 1 I. \ UT L� <o ® SLOPES (TYP.) \ 2� ROOF LEADER CONNECTION. 67 HDPE \ / ' / I . 1.' I' t 1 1' y / r I I 1 I .I . I. . I I I . I • A. ALLISON � - \ ✓ 4 I {/ // / SEE ARCH/MEP PLANS FOR DETAILS. �� •jgy 9 / , � _ I , \ / I' ' t' 1' I STORM DRAIN T / I. .I. .'I SEE OR DETAILS. 448 4q8 r / / W, I I' 1 I r \\ I I 1 1 1 I L'. • CHECKED BY � `•N , / .t ' I .LI ` \ / G 1 \ 0 ''/✓%/// 1 1 \ 6" S&R80 PVC ROOF uJ / 'ph / / b� p� \ 1 1 \ / • LEADER TOPRbvff)jEII.O% / / 1. 1 I 'I' ) I I / ! I l / 1 C. SHIFFLETT 'I I \ SLOPE�dMIMUM ` / P L X q r / / / O� bPP�n� ry 11 I ,' \ \\ - \ Qp � \ 0. \\ - � 451 4_`S24S4\ 4SS \4t 457- - 4/',-/. '-/:i ','r/�i, % ✓r � l I/ .. : TY� 11 •• • S1C"ALE1 45VCSTORM DRAIN ( q NNECTION. =20' LANS 450 R AILS. 1 . / � ! l; ' / ' _ ra // ! IIIIII / - .\ '�.'J//`./ /1..�../�. / /l / �./l.,! � .1/ ... l /' / , l • 449 -/ 43 e / t' / ✓ I \ I \ 448 �_i ^' 1 \ - 4 e' .. / II .. .\ r.,.y.t ,...�.!/. %' ✓.'�./..,. / , \ \ 447 / \ ✓--- \` \ HDPE 4S %, / / \.J..i.. // \'.'>.' / r / �// -'6"SCH-80 CRO'..0 \.a ,1°SLOPE ,:},';./�'/// r/ LEADER TO PROVI 1 -0^,�i Q.Ir• _ b n dag d' .... P.J. / DOWNSPOUT SLOPE MI M... / w 44 27 �OUNDATIONDRXINA'G� 4/4 °- -- -(-SEE[\JO\FE` #_3I_HIS� $ HEFT) _.4..'<.,r !.i .../.Lu .1✓ /./.. ./ A. 5 c \ I \ / bx EJPWNSPOUT (TYP-) \ \ , \ oc \� / � ! 209 , � .' ," ` / • 434 i l / 1 I I . / ' I 4" PVC STORM DRAIN a /. P / ! SLOPES TYA CONNECTION (1%SLOPP J \ Ma 4 / I' ( >J 27 \\yy�\\� � \/ -✓ \�\ � �� i I � \\ \ ` /// SEE ARCH/MEP PLANS \ / 6' SCH-80 PVC ROOF _ 1 / APPROX. LOCATION OF 426 , / / / / ' \ � \ ' _ ' a � ` �, G - a� b .. ♦ / - A moo. •.,/.'. LEADER TO PROVIDE 1.0% EXIST. 15" RCP LINE.- - I - 1�\ ° <. e v r / / ! ///! '/ SLOPE MINIMUM - IIII e " � M I I / / / / / './ bLu RYp) INSTALL MANH6LE TO ` , / I I \ _ _ - _ _ � ,� .'.• , "' � REDIRECT��TORMWATER. I I � / / / FOUNDATION DRAIN INV. AT FOUNDATION t429 00 \. .. 1 III e � 1 � (1% SLOPE MIN TO STORM I ' / ' ' \ �� W / ( ` ✓ \ \ '� - \ \ / \\/ _ - FOUNDATION DRAIN I i-�M / , ' STRUCTURE) „, ' ^ I I - > `-\ \ \ i �� i INV. AT FOUNDATION t432.00 s e t 4z9a I I ' / ! ! / \ 1 v 1 z v ,ya2- - ' /i, ` \ \ \ \ (1% SLOPE MIN TO STORM / \ y 425 t I / / / I !." \ I Q STRUCTURE) 6" SCH-80 PVC ROOF a IIIIII \. 1 / 1 J / \ I I --I LEADER TO PROVIDE L \ y \ J 1.0%SLOPE MINIMUM '. �' 1 D �\ �•:. / / /. .'. ..\\ j - I � � 38� \ \ �., '..'b^-. \ \ I DOWNSPOUT #(TYP-) 4�7 �. \ _ FOUNDATION DRAINAGE / / / O6 > / I 11' t o\ .'. \ / I Q r \ \ \512 (SEE NOTE #3 THIS SHEET) / f / r / ® ' 1 \ \ / r D FOUNDATION DRAIN Q ` y'\ 1 ` / - \ / \ `� _ '��' \ � / INV. AT FOUNDATION t429.50 ' J /' ✓ 6.. / \\ r / / ! U 0 ` (1% SLOPE MIN TO STORM /! Grp 1 \ ` STORM GRATE / r I UJ STRUCTURE)/ - ' rJ I "' I TOP=408.56 8A ' / J 20\\ \ \ III' &� % / \ ' a I \ 1 \ INV 1N=404.69 , / ✓ - � Q _SVyliA1-200 DET�NTIONPOPE / > ryy' / \ / / H� � (D m z _ W\\ - / \� ` \ \ \ NV 1N( EJ=43 . / ✓ / / ./..' v / , / J ^ DOW 4SPOUy' ryp.)43 QNCP-E-TE-PACT OODEN STATUE (D \ - _ ` C\ ��\ =q36 \ / / , / ✓ v 1 1 \ 15" RCP-2 46 ram✓' / / / ,;x' \ �_ I / r � _ `'-=;_-_ _ ov `, v136I � 2'PAV/RS/ � r \\\\ \ _, \ \\ \\ \p.SPNPUT�� \ �.\ _lJ\_\\c\ \\ � \ �.o\ `I,\,'", I A Ifl /'\ r/\/�. r03 / /r' // / r'�i ,� � �\ \ � T / ✓' � ------\.\\\ \\ 1\ 1 `` ```` '�=_ \\,, EXIS I p / / / \ 25'9ETBA9 O 36"PMPAlCCESSRIS€RVITH` O P `I� P / MH=1 FRAME-&COV_ER (TYP.) // Lu WOOD GAZEBO / ` \ \\ / \ - _ _ \ ` \ \\ \ �a \"DECIDUtV,-i \ \ / \f \ / \ \ \\ UG/ FOUNDATION DRAIN _ \ \/ \p,� / I i INV. AT FOUNDATION t431.00 / \ \\\ 4'WOOD FENCE \ \ / \ // / - - - _ - - \ \ 24"WHIT •10ff1C \ /� \ \ \ ` ` ..,\; ' UTL / STRUCOTURE)PE IN TO STORM _ _ _ - - - - - - rz' D c Duous / \ < 15;' RCP I a II / ( - - , _ \\ � \ \ \ JOB N0. `\4'W `\ \ \�\�`\\- �` \ \ �v STORM�,RA�E\\ Ii�l-'-------- - - \\\ TOP=43492 - 40�41 �\ r ✓gPN _ \ ! 1 \ \ \ INVIN=427.02 �\ '------'----------- \ \ \\ \ \ \ \ \ ` 1 ' - -� / \\ s INV OUT=426.74 QC.) COBBLESTOSHEET NO. / / l l X \ ' \ \ \ y E ` - , - - _ _ _ - - \ �1/\�/ / �/ �\ /// ` 1 \ \ \ \ \ \ �<1 1. BAND 'l / \ \ \\ --- ----- \ �\ \ \ \ \ 5.01 30" IIE,CI U4�US \ .� \ \ 1 \ \ L NOTES: 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH J \ f� \\ \\ / , / \ ' \ J � �� � / vJ � I r � � / } { r I / / / Ij// A FOUR INCH (4") DIAMETER. SUBGRADE TO SLOPE TOWARDS r / / I I ` / \ / / , i } / \ ,/ I / I 5 C'S• OO Y op UNDERDRAINS.STORM GRATE 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS /r T P=441.74 r• l F� TO BE SOLID WALL PVC WITH A MINIMUM DIAMETER OF EIGHT INCHES / I \ \ / yy�.,. / - / CRITICAL / r I INVVN=439.06 \ 8" AND A MINIMUM SLOPE OF TWO PERCENT 2% . / \ I \ ` ��• SLOPES (TYP. /� / ( l F 1 ( ) ( ) I l ��.� . / INV 041T=438.84 G 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER { — — I \ y �/i q0 U CRAYGW. J. KO'PARSKI \ ` _ �. } I (�OTTOM�ILLED W(DEBRIS) I \ I / ' � � � i.� �/. !.'.'. / i , I { / � Lic.Na. 0402048507 STRUCTURE. POSITIVE DRAINAGE SHALL BE MAINTAINED IN , r I / � � . ,,. ,.... .. / � ! GI I \ STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO , I I I \ \\ /r %/� �,' r , !/ P���\ i TOO� 44 79 I I I �fp0 7�2q�2�[ ARCH/STRUCTURAL DRAWINGS FOR FURTHER DETAILS. CONTACT CIVIL / ` \ > \ i r ��i , i / 25 �r /INV 1' "=439.N6 \ I C5.O4 IDS O ENGINEER &ARCHITECT IMMEDIATELY IF CONFLICTING INFORMATION } r / } / \ / / I / I C5.03 I ton 1 HAS BEEN PROVIDED. / I / h \ i i (BOTTOM F/LL97D Wr DEBRIS) 4. CONTRACTOR SHALL REFER TO Al PLANS FOR DOWNSPOUT \ I CONNECTION INFORMATION. ROOF LEADERS SHALL BURIED AND INSTALLED TO PROVIDE 1% SLOPE MIN. UNLESS NOTED OTHER SE. 4 44 I \ 1 ���+J!'Ir7// \ ♦ �� • � S Ii-,i � `i ' , r r r r�•'' • •/4 r , • r r r•r • r . � 1,_a ., P�j•������♦v�i� � r i r r • • ♦JI• • � • r r-• r r " 1 1 • 1 1 mar// , " O ►� � � � WIN 1 . • • ICI♦��I OAF will ON / III I / � G ♦ != • • • � ` �,.,.• . , A� .A a,•, � . ��� ♦ r � .. ,.tom ® ,► 1 .` - • - • :. - ICI♦�!� 1 I/,je /,j, � / p♦1.a♦,!,!, �I♦���>�♦y!♦ ► Ate. i -A � I I Ai I � ♦' / , , /� �� I - � �` `A ��,` � / • 1 / i . � ♦ .. � •� `I� ICI •I♦I �♦:!'♦I�L♦I♦I♦ �'�`�` � • : r : 1 �I\ e'�: ^ 'I: �I ♦I♦. �c��I�%I�I�// " � � ..� ♦ ♦I♦A I♦i 'Lr ' � ��\�. 1 �� � 1 • ��� i♦��: �i I I A ` I .I,I I. I i L4 ♦ ♦ ♦ ♦ .♦�� q♦tI,I,I,I,e. O / „r • `: r :' \ ��'.'� � ♦ . �,�` !� ♦ �� • . '♦ICI. I♦Ir♦ 1• �♦i . r. . "r '� 1 � I � ♦� ��'I \I I I� Cj�♦ ♦ ♦ ► ,♦�d`I,II,I,I>I, � J,Ir�el♦/ /��\1. �� et \ � I I . I, I . �� �. 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PLANS.FOR RETAILS ✓ \ / 36" CMP AC ESS� 1 / \ / - // �' '� 1 ° INV:447.84v> FjRA IIE & C ER I / 12 / D ° 0 337 1 / ^/ ^ \ \ \ r \ \ / -SEE #3 fiHIS- E I )'6C�VtlNS4 4POUT ` *1„ a,Y.i1 v�'� .` \ 1 � / CRITICAL y..>' 1\�\t30' OF 10 SLOPES(TYPJ 0 / ,rP6"�% - ^ \ ` `t• x) _ / 6" SCH-80 PVC Rd( - / INV:�45.09 / / 6$ 4 / \\ (�' / 4r/ Q �. \�� / \ '-LEADER_TO PROVI v 0 4" SOLID o U �Y / / PVC ' � a \ \\ � SLOPE MINIMUM CRATGW. J. KO'1'ARSKI I/ / 5 1 319A ,' \ \\ �' Lie. Na. 0402048507 (TY ) P.' 338 ' 1 \ \ _ �/ / (TY pIlk 00�/2q/20�; _ � � .. a \ .I' SURFACE INV:453.25 i g ° I 444 S 2 - 6�0 F 4 + / 0.5 G / r I 4si _ / / �' DRAINS ` `ss1O1VALO / . /�✓ i .., _ / / i \ 1 1 C P TENT / G \ / �� INv:453.70 J 4" PERF TED / 4" HDPE INV. RAIN (TYP.) / 2 � -✓' _ v 1 1 20A / 445 GABION WALL 2 SEE ARCH PLANS / 11 l V ` • I1 / TW 457.00 / n ''/ / •,°. a / LOCATIONITIE-IN. 6� /'• FOR ROOF LEADER - RAIN CHAIN / J / �' � / (SEE DETAIL - \ I I I \ / � I I '' ' ^ BW 456.00 � sHEErct.ot) ✓�i / ' \ ` 1 \ r I / I ) 1 0.5' WIDTHRIPR�O INV:456.67 , q INV:45 .'� : .• ✓ I 340 ' / / ' rn o ��`}�/ 448.87 / �' 24" NYLOPLAST r / �� U WIDTH 2� 5.3' a / ,., v / / \ � LTH = 5.0I YARD DRAIN W H INV:45 35 / :82'OFACO ¢ o ENG/ � � r \ / % G 1 / 446 / ` c� // \ ) cDEPTH = 0.75' OME RAT 0 INV:460.75 ° ` , BRICKSLOT too > E I-/ TRENCH DRAIN N E �. 109 CLASS Al w r l j \\ / I 0 / : RIPRAP // - \ // •_'/ W 3 \ / / �.5' IAVI1 DIA RIPRAR / \ V:4 .95 / \ / ` / H N 3 \ / '° ° I 4" FOUNDATION DRAIN ¢ LL '-' \ + 106 / ti \ / LL o O I °/ IN% AT FOUNDATION OUN NATO STORM I� /'vh ! / D r : 4" PERFO D P \ 20 \ \ \ / ( t m �\ a LENGTH = .0 INV: 51.90 / / P.) INV:458.7 118 / I \ °,/ STRUCTURE) w J DEFFTH = 0 5' V ! ° I \ \ 810RETEN ON A6� / / \` I I ) / / FOUNDATION DRAINAGE 0[ O ry F /ACILITY 2 / - `L - I / a/ I , / / (SEE NOTE 93 THIS SHE w o 'i 701 0.5' AVG DI IPR I / -// p x O P �R //\ I I I /I /11 / PERF RATED PVC / / 3 ✓' ` / N H = 9.5 / ° / I 4" HDPE INV-462.35 4" FOUNDATION DRAIN u 'D u (TYpp / I / ,..: /r INV�4fi0.00 SEE ARCH PLANS 3 2 / \` 71 / INV. AT FOUNDATION ±461-83 Q Ln (U j / / 44S _ / h I 454.47 rn / FOR ROOF LEADER / (1% SLOPE MIN TO STORM rn w \ Q // / 1 1 - LOCATIONTf11.1 / / STRUCTURE y r4 \ SHRUB/SMALL I I \ \ I V: 5 2� / y ) m Z P TREEAREA l/ I \ \ D (C/-) 117 $OLI / / M z O ETENTION / p, 13 C 465- t82' OF ACO K50 a � p � \ ° / I J ) / / I \ \ �� TRENCH DRAIN °0 _j , \ CILITY 3 ' 702 P.) / o w ` un \BIORETEN ON TURF , 1 I 1 �� - - _ _ _ _ w vl / INVA54.77 / I 9 ado ti P [TIN 1 / 1 1 / , ° / / \ P.) , ION / ilA( 0.00 \ 703 54.1 SHRUB/SMALL / / ° BipR N 10 I / ¢ 4" NYLO ST L BVy 9.00 \ \ \ u i 1 / 1 \ TING SURFACE DRAINS 0 I 453.55 TREEAREA \I/ / �\ \ I \ \ RD DRAIN H � \ /l p \ DOME GRAT / / NV:453.7� ( / W �'i l I PROPOSED FRENCH DRAINAGE SYSTEM I- // 51 GA� ON / SYSTEM SHALL TIE TO THE NEAREST 12" NYLOPLA I j V 478 (w / \ I WALL\2A I PROPOSED STORMWATER STRUCTURE. SOLID 0 O \ Al TW 457: ,� I l REFER TO SHEET C1.04 FOR DETAILS. INV OUT S BW 0 1 1' I 4" RFORATED ` ! \ 334 2 4" PVC ELECT uj w o NDERDRAI = N / PVC \ O INVA60.47 4^ l) CONDUITS WITH PULL B w N ®® y I \ \ o m P 1 6"I Vw LOCATED BENEATH PA < F of \ INV:462.28 S 0.5% SLOPE z p 4" STORM DRAIN O a tr�j CONNECTION cn 811F \ I SEE ARCH/MEP PLANS > DATEFOR DETAILS. 88"F t32OF ACO K50 F -�TRENCH DRAIN ROOF LEADER >_cF03-26-2018 CONNECTION. \ \ \ O \ \ s 1 �s 1 co \ co I / ` ` _ t I SEEARCFOR D PLANS DRAWN BY I / / h', / % � - -/ \ \ \ \ \ � \ "' � aS \ I 1 a I �°�° I FOR DETAILS. 445 \ \ \\ A. ALLISON DESIGNED BY ta l • A. ALLISON CHECKED BY \x\ ( I/ I `� / \ \ \� \ \ \\\`\ \ \ \ \ \ \ s, _ , \ i I • C. SHIFFLETT / \ / ` \ \�\ \\ I I \ \ \ \ \ \ \ \ \ I • • SCALE ° 45 \ \ A / ', _ ;• \ \ � ' PROPOSED FRENCH SYSTEM. SYSTEM SHALL T O L O STRUCTURE. REFER TOSH • 1 \ O *> LF 2! / \ 4 q7/I w / / 1 I \ , \ 1 65 (2) 4" PVC ELECTRICAL I I / Ic I °. � \ ® � CONDUITS TO TERMINATE 4 I \ I / / \ ° \ 1 \ \ s\\ \ ` `\ \ - 0 1 1 l 1 /_ I WITH A PULL BOX w / / cp w \uj PROPOSED FRENCH DRAINAGE Qo �o� \ v 4" STORM DRAIN SYSTEM. SYSTEM SHALL TIE TO THE 1� Q \ \ TQRMGRA / I I \ / \ \ \ \ ` o O \ CONNECTION. \ O$'1 78 / / 1 / ^ / e / `/ \ a \ \ \ \ \ \ NEAREST PROPOSED STORMWATER I Q SEE ARCH/MEP PLANS O \ / /\� \ o \ \ \ \ \ STRUCTURE. REFER TO SHEET C1.04 _ \ I I FOR DETAILS. L FOR DETAILS. 2 4" PVC ELECTRICAL CONDUITS WITH PULL BOXES /yam` LOCATED BENEATH PAVERS \ \ + I SAN / \ \ � \ I 1 1 \ � � I �/ \ \ � I a � \ � m \ '. \ 0.5% SLOPE MIN. 7 1 ^453 ., AN I \ \ ,Y v `� I \I\` \ I 1 r l \ \ \ C ` / r -654 ` I I '1' ` ... ui \ \ r. \� / AN U�� - \ \I/ \\ \ \ \ o� a \ \ °\ \ \ \ \ - / ' _ �3 - / , O - - \ L . 1°k SLOPE a ` \ ` ' �� 12" NYLOPLAST BASIN �� W 1 1 I 1 \ r - UGT, I \ A52 \ +. ' / 1 (/'� / _C..• - \ ® UTL I /I I 1. G r I Or ll/'� SOLID COVER I V / a �./ BUG \ \ \ i ^ I c� .... / .' SEE ARCH NS ``. I \ I \ \ \ , I \ / CRITICAL / INV OUT = 449.00 z ® SLOPES (TYP.) - - ROOF LEADER CONNECTION. Q UTL c0 FORyRAM \/ // %I (D SEE ARCH/MEP PLANS FOR DETAILS. Q zo 1 ` \ { \ o // i / a STORM DRAIN 450 1- 4 //T_ / ! \ G I \ /\ r TLC , _ `,� , ` _ \ \ // 1, lI I SEE OR DETAILS. Q 6" HDPE IP\ DR-13.5 / 7 / cr III \ ^ / �c \ ; \ \ UTL _ ` / (//!t, LL 1\\/ \\ \\FORCEMACI /--4Tt��\ ) \\ �� % \ q60 ,//iI j 11 v jy G / // 6" SZ:H880 PVC ROOF LEADER TO PIY'bVfD.F 0 o% ` Z \z, SLOPE UM -4,6 - \ \ \ y \ \ \\ \ \ \ \ \ �/ \ ' 4.%� / // 41 QVC STORM DRAIN (T'/P) \/ / �1 O i \ \ \ \ / I I� \ \ \ \ \ \ \ --- v r .i 4 C \ \ \ \ � � I \\ � \ � - Q v, Sq SS 4S6 1457� �- � ' q 8 // 1 \ CONNECTION. U \ \ \ 451 / SEARCH/MEP PLANS z w z - . AIL 0"PVC P/PE 450 I 1 FOR \� (END NOT O SERV D) \ �.. \ `\ \ / ` - \ Gig �). \ \ % \ - 449 _ -/ = . / \ _ - 4.g 1 D $ O14. 21b 447 H� (1'� f / --r6'SCH-80P CRO j: \ 1% ` W V \ / c i i \ \ \ s•• ,/, '. 14 �'' co \ \ \ \ v \\\ / -� / SLOPE MIN M 449 J 'C DOWNSPOUT F� \ LEADER TO PROVI 0% ,\\ 446 --I _ (TYP.) ` \ \ *� �'� ` \\ \ / y- - - - - �\ j` \\� FOUNDATION DR/GNAG�PF '- q _ Q< M / Ojc/ 1 I / // - 438 / 1 I \ ` \� \. \� \ \ - ' \ \ \ �6 //LLB� ,END NOTES: V STORM GRATE ` ` If ® TOP=436.66 \ \ .. \. �.� \ - �\ \ \ - _ �a 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO INV OUT=434.70 �� .� .�'�. .'.\ ` \ \ \ \, \ G� \\ / \ SLOPE TOWARDS UNDERDRAINS. - �' \ _ ° / 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUM J _ _ 1� \ �� - / / DIAMETER OF EIGHT INCHES 8" AND A MINIMUM SLOPE OF TWO PERCENT 2% N \..�.�...�.\\ I Lam/ -- �\ - ( ) ( ) \..\... �G �� ` sty r -� / _ �\ 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BE , �3i- ' \ � � \ � � .cam 1 \ \ � ` ` - - _ _ _ / 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. y 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. 6" GRAVITY � \ \ \.. \ \ / \ \ , \ � UGC \ ` (PVC) \ \\ �\ /iJ \ c\\. � / \r y\� I C5.02 I C5.00 a 68"SANPIPE N /.'...� 4 ` (APPEARS TO BEui YZ FROM BUILDING) op SANITARYMH C5.04 JOB No. TOP=435.65 \ . \ .' �'...' - - / r r, ` _ \ w�-� - w _ _ SCALE 1 "=20' INVIN=427.76 .\`�. ._.,v...-..... - \ ,----- ,\-�\^oo _ �uuGr\® o I C5.01 I 40z41 s INVOUT=42702 / _--_ ------/L'�-----_--- -- - -- \ �- \\ Q Y) \ ------ ��--- \-- - - ---�/y I G\\ 0 20' 40' z L- J -I I SHEET NO. rl L m < / I I \ -I I, � -" I I I . A/ I �tt' I NN \ \ N. Cb 14'w 1 It Cb \ N. N.` / \ I W m I 75'SETBACK /� � % / I \ / ICVII // - _ _ \ / Jjlr \ l / i I I I I ` I \ \ OQ / - AN 44B - v�r r - -�� _ uc"`z- / ICV- lj I I \I \ \ _ - % ` / \ \I\ �- UGr- UG ICV /I \ /% // /! ( / \ \ \\ / \ \ 6" HDPE IP\\S DR-13.5 - - - - - - / // - - 1 / \ `\ FORCE MAINN. y rC AlZ� .`\ / / / , . \`\ \ \\ Jt01^/T" j/ / /; �\ I ice% 11 \\ j`\ // \- / \. \ `\ Sy?,\`\` `\ \ l IN, \ NNN, VYI It N. \ \ \ \ ` \�� / I // L�9` \N \ \ 1 I HDPE IPS DR-13.5 \ \ ADJUST GRADE TO / , 426 N DIRECT WATER AWAY / ! ! SP FORCE MAIN / / .-'FROM ASPHALT! i /l �$F� l c� 6" PERFORATED F% illf U / (\ / / / / I 1100' POND BUFFER 9\ / N. 6" SOLID PVC \ 6-, CLEANOUT I \ , ! / ��\ I/ 1 I / \ i \ / / ! ' ' \.' �.' . \ /! / \ / / \/ / / \ 6" GRAVITY \ \ /y 6" CLEANOUT q ti / D \ - - 1 J Y \ Q \ \ �� / c \ 1 \ 1 / ! / / / � ' (PVC) V,. ...... 1 � 6" SOLID \ I PVC \ \ ` \ / 1 / ' / / / \ / ` SyR� \ - - / 6"PERFORATED ! BASIN \ // \ \ I / \ ' `\ \`\ ®\\ / I / /.! / / \-\\\\ Bq I L`-,%�.. \ \ 1 SANITARY SEPTIC LID g R UNDERDRAIN G\ 1 / / j1 1 / l' /! 101=423.77 \ \ . - _ 1 / // / \ / l A 6"-8" RAN PIPE � ` ` � 1 (APPEARS TO BE 7- It FROM BUILDING) \ (2 FT 0 STONE STABILIZATION G \ / 6" PVC PERFORATED /\/ 1........ _'.; / - . / 1 - i I I J / ! L r.l...... P 1 9 UNDERDRAIN (RIVER ROCK OR APPROVED \ \ \...\..\.1.\...j''. �° 2y 6" DRAIN BASIN,, \ , / EQUIV.)(TYP.) T ` j..... /... �.. \ \u \ _ _ .'.'.'.'.'.`.'\'.'\'\�\.'..<.\ .. \ 0(`O /\ C� / J/ I l \S SAN/TARYMH \ 6" DRAIN \� r /.. ,... /.... \ \ GT l I \ \ \ t 1 / Z'1.'.'i'.'.' '.'.'.'.'i.'.'.;; . / / \ . "' _ _ \ � \ \ \ .'.'.'.'..'.'.'.1'.1.'\'.'.' '\'.\.'.'. - � \� AN - - - � TOP=435.65 f BASIN \ /......./... / / \ INV IN=427.76 I 6" CLEA OU n Oa .. /'.. i... /' / Y \ ............ \ ! g lNV OUT=427.02 uti \ \�-1 ) \\ \. O ` \ UNDERDRAIN 809A / / / /. /.'.'.l.' , / CRITICAL 1 \ 1 \ / \ TO TIE TO PVC ! / / y / SLOPES (TYP.) � \ \ \ \• 1 \ \ SQS \. \ .�.\.\. \ / NN o 0.5tAVGD" RAP / / \ \ E01 I / CLASS Al � _ �'.'.. \ ...�'.� .\ . \ WID11-A1 = 4.5'\..\'..\ \ \ V m \ v I .'.'..'�.\.\.�.. N. / \ \ \ \ ` - r'> I WIDTH P = 9.5' _ ' /. \ \ N. \ \ .'� �.'..v.\'.'..��\�.� .'?'.` i I \ / / F7Olg I \ u \ DEPTH=1.0' / ✓ \ l\�. \.�. .\ ��\\.`�.\. B I \ -324' OF AC\O S200K TREJNPH DRAIN. I \ ` \/ \ ` 1 \ \ \ - \ \ J 811 \ \ . \ TRENCH D IN CHANNE TO YIE TQS"'-SCH-B.1. \ \ \ \ I� 0\. \ \ \ ' �. \ . \ \ \ PVC LINE FO ROOF R CONVEYAI`10E. // .'\. �� ` \ � � ray Ir \ \ \ .. \ \ SEE INSTALLATION DETAIL SHEET C1.0 INV.426.48 IN .(NV.426.34 \.,`. .. . '.\, 7. FOUNDATION DTiAINAGE \ \ I \ \ \ 1 \) \ \ N \ \ (SEE NOTE #3 THIS SHEET) _ I \ \ \ \ ` \• \ \ ` 6"SCH-80P\(C ROOF �_ ` ` / \ \ % J �.....'. - r �'.�.'. .'..�- \ ER TO CONNECT TO \ �\ i \ 'N.'.' ..'..�.�,. .. ...-�. ..... / / \ \ \ \ \ \ \ \ \ \ \ DOWNSPOUT(0.8�/0\ \ /I \ \ r .. .,`.....,i..` \�.'...'`..� _ . '..�'. \` _ _ - 12"WHIFF OAK \ \ \ \�/C g29` ` \\ ` \ N.\ \ MINIMUM SLOPE) \ i - \ \ - ✓ \ � i \ �< \ \'-. .. \......... \, \... T / \ \ \ \ \ \\ DRAIN BASIN\TO JOIN \ _ \ ' \ ` `' \ \ \ \ \ _ \ lip LEADERS. 426 V80 SOLID`COVER� ____\ v`_ `_, __ _6" SCH-8�PVC ROO N, LEADER TO ONNECT 0.5'AVG DIA RIPRAP IWNSPOUTI1% CLASS Al � \ MMPQUM \ \ \ SLOPE) N. \ \ \ ' \ \ \ N. ` \ `72" WHITE OlN \ \\ \ \\ \ \\ \ \ \ WI TH2=7,25' '\// \\ \ \\ \ ` /^\� 1 \ -\ / 1 -- -\ \�\ RPq---` DOVNSPOtIT(TYP.) \\ \\ -\\\ LENGTH=6.0' dz¢_ �` -\ `'\ \\- I �-\� \ \ ) / I \ \ ` \ \ ^\`-\\ \\ \\ \-1 \\WPTYBUFF�R \ \\\\ \ \ \ \ \ \ \ \ DEPTH=1.0' \ t \ ^`\ \� _\ \ INVN26.52 `\ \ \ (P \\ \\ \\ \\ - / / \ ` / l \\ \\ \ `\ \ -^\\ \.�� \\ BUZ N. 800 NV.426.5D803 ` �\ VE&ETAT€D LEVEL SPREADER \ \ \ \ \' - - r / / / 1 . , \ \ \ \ _ \ \ \ \ \INV.425.75 \ \ DESIGN FLOK 3.5 CFS N. \ \ \ N. N. z ` \ \ \ 801 ` \ \\ . DEPTH = 0.5 F ` \ _ _ \ \ \ \ - - _ _ / /'/ _ ' NOTES: \ \ \ \ I 428 WIDTH = 6 FT \ \ \ II, " \ \ \ ` \ LENGTH = 10 FT \ \ \ _ i /, _ N. \ \ �' \ \ 429 \ \ \ \ \ \ \ I � \/ -" / ��✓ 1. ALL PERMEABLE PAVER UNDERDRAINS TO BE PERFORATED PVC WITH A FOUR INCH (4") DIAMETER. SUBGRADE TO ` N. \ \ \ N. INV 485.65 \ \ \ \ \ _\ - - \ / i / / SLOPE TOWARDS UNDERDRAINS. A30 \ \ \ - - \ - _ \ - ` \ _ _ _ , y / ' N \ I 2. ALL CONVEYANCE PIPES THAT TIE TO THE PERFORATED UNDERDRAINS TO BE SOLID WALL PVC WITH A MINIMUM KESWICK CLUB, LLC \ \ \ \ \ \ Ws \ \ \ \ 804 \ \ ` 1� \ \ \ \ \ \ \ \ 14 ` \ ` \ \ \ \ \ \ ' \ \\ \ \ I \ \ \ \ _ i - / / / y y\ /. DIAMETER OF EIGHT INCHES (8") AND A MINIMUM SLOPE OF TWO PERCENT (2%). DB. 4723, PG. 596 \ \ \ \ R? ` \ \ ` \ \ \ \ \ \ ` . / \ \ - - - - - ' \ 3. FOUNDATION DRAINAGE SHALL TIE TO THE NEAREST STORMWATER STRUCTURE. POSITIVE DRAINAGE SHALL BE PARCEL ID: 08000-00-00-011BO \ \ \ \ \ \ ` \ \ ` \ \ \ \ \ ! ' l y y MAINTAINED IN STORMWATER PIPES. CONTRACTOR SHALL TO REFER TO ARCH/STRUCTURAL DRAWINGS FOR FURTHER \ \ \ \ \ \ \ \ \ �2� \ \ \ \ \ `\ / - - \ ` \ \ \ \ \ �' - - ' /' ` 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 \ \ \ \ \ \ 43B \ \ \ \ \ \ \ \ \ IN\ \ \ ` ^ \ \\ \ \ \ \ \ % ` \ _ \ \ \ ` \ \ \ \ \` - - / / !\ \ \ ! \ SHALL BURIED AND INSTALLED TO PROVIDE 1 % SLOPE MIN. UNLESS NOTED OTHERWISE. - N. \\ N. ROD/F \ \\ \\ \4 -\\\ `\\ I__\ \\\- IN,\\ \\\ l\\\ \\ NI C5.02 I I C5.00 \ \ \ \ \ \ \�1 \ \ \ \ \ \ \ \ \ \ \ \ C .0 co ` \ \. \ \ . C5.03 / \ o II II C5.01 a - --I - J THOMAS M. TA YL OR - \ \\ \\ \ \\ `-.\ --\ L i \ \\ `_/ \\ �\ `\- \ 0 20' 40' z _ / OB. 5074, PG. 214 \ \ \�\�.\ -\\ - \ \\ \ I__ - \\- \. PARCEL ID: 08000-00-00-011AO \�4\ _ _ \ \ \ \ \ \ \ \ . N. \ \ \ ` L J U CRAIG W J. KO'rARSKI Lie.1Vo. 0402048507 OM E N OV N N C E w E U. a 3 LL 0 w O o of W t M <_j Ucp W J -Ln W i cc::)) N N ID Lu Z � 7 L=r)x c� R w ram- i = N = U a c M r4 y N >� M a� 00 -1 kDH z O a_ U w ❑ Z Z C) O� U1 g � Z g Z z a L y O ti 0 0 W N Q ❑ rn N C) O DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' V/ L 1 W f W 0 � z W ^� /Ln Z 0 z z>Q V / z°� Lu 0JQ Q ~� W V co Q I-q Q.^ V J 2 U W i JOB NO. 40241 SHEET NO. C5.04 0 c 5 a ai .N c� c m y c c m r C o. c `o 0 rr� ) �O o � CL z mO 0 c mw v c C (D l0 to � coo O U c U) 3 Z n Z O m 2 o 2 x a) o w -�5 0 o. w o -N o, m 3 0 cc 7 A N O a d N m c y U O v 3 c O N O � V N m c N 2 U m c c O C O m n° o E L F L --- --- ---- / , ' as , r ` \ / \ \ I \ \ a \ t I / I I , I / n)W r^ pP O^o °' it 8 \ \\ \ \ 1 I I I 1 pew\ x P r ' / !' / \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 1 \ / \ ^ \ / . U CRATG W. T. KOTARSKI / \ \ \ \ \ \ \ \ 1 1 / / 3T \ /' / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 11 1\ \ \ \ \ \ \ \ \ OLic. 7/ 0402048507 / A30 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I 01VAL G � \ \ O REFER TO PLAN TITLED \/ \ \ \ \ \ \ \ \ N. C5.09 \ \ \ \ I \ 'KESWICK HALL CENTRAL \ \ \ \ \ I 1 / D \ o // \ \ \ \\ \ \ \\ \\ \\ \\ 1 i I 1 I I C5.06 \ ENERGY PLANT DEMOLITION \ \ \ \ \ \ \ \ \ \ I I I C5.08 AND RENOVATION" SDP-2018-017 \ \ ` \ & WP0201800023 FOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I \ - - - �- / 1 441.75 \\ \ l \ \ STORMWATER AND GRADING \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ t\ PVMT ' r ' �� / \ O DESIGN INFORMATION. \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ 444.38' \PVMT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 444.0fi '/ /' ��� \ / g41.50 \` \ O I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 M E - / / �r I f \ \ \ ) \ \ \ O 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o o N +J \ \\\\\ \\\\\\ \\\\ \ \\ \\ \ \ \ \ \ \ \ \ ry GRATE o N0 E ' PVMT 444.29' / \ \ \ \ \ \\\ \\ \\ \ \ \\ ILu�._ / 443.78' f - /rr / \ \ I \ \\ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ 1 1 W N 3 LL L PVMT \ 442.00 , \ 1 \ \ \ \\ \ \ \\ \\ \ \ \\ \\ \\ \ \ \ \\ \\ \\ \ \ \\ \\ \1 \ \ \ Il < of _j U 00 446 4S 444.97' /I \ G \ / l 1 \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ I w 4 LIMITS OF \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ ac o rn 449 8 4j 446 / \ \ \ \ \ �C� I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / 0- o ry /llllll FFE = 442.00 \ SURVEY \ \ \ \ \ \ \ \ \ \ 1 \ \ \ 1 ry FWF ai r, //, M �~ "x O SCALE 1"=20' � O ' - GP \ \ \ \ \ \ ao to - PVMT - , T a4�.90 \ \ I \ \ \ . \ \ \ \ \ \ \ \ \ / / / / / / Q J I- r FFE=442. 0 Q� \ \ \ \ \ / pce 446.45' . Q B 44t57 \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / I / 0 14 d 444.50' _ TS 441.90 \ : •'.' \ - - \ \ \ \ \ \ \ / / / / 1 0 20' 40' Q S 7 I R % J .z - \ 441.53 \ \ 1 \\ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I / / / t Z / 447 \ C \ 654a1.57 n \ \ \ \ \ \ N. \ \ \ \ \ \ \ \ \ \ \ I / I / V > iO V 0.¢ O i \ \ TS 44574' ( p0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 I ! / F- Q to � p PVMT I r �\ \ BS 445.15' _ D I \ / U-1 447. AT S \ TC 441.09 \ \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I (' / / \ I ~ i r4 ❑ / PVMT o f TOP 445.3V \ FFE = 7 I \ \ \ - \ \ \ \ I I / I f GRADE 444.80' 4*42.00 \ 1 I \ \ �, t \ \ \ \ \ \ \ \ I I I , N O SAS BUILT) \ \ \ \ \ \ \ \ \ 1 1 I 1 I I - \ \ \ t \ \ \ \ \ \ 1 1 I I 1 0_ ul \ , EP 440.63 \ \ I \ \ / \ \ \ \ \ ` \ 1 1 1 1 \ u\ u ! F.. - p \ \ \ \ \ \ \ \ \ \ \ \ o w g H / \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ \ \ t \ I ` \ I ! \ \ \ \ \ \ I \ \ / 1 \ f � p w uti1 PVMT LP 439.85 447.80' \ \ \ x W T X 5.3T APRON 1 \ \ \ \ \ \ \ \ \ \ \ 1 v \I \ \ \ \ \ \ \ \ \\ - \I Z \ RIVER STONE OR G� � \\ 19 ? \ \ APPROVE ALEN \ I I \ \ / \ / 1 \ \ \ \ \ \ \ \ \ 1 \ f \ 440.10 U \ \ \ \ \ t z SEE RF 21 � \ 1 \ \ \ / / / / / I / \ \ \ \ \ \ \ \ \ \ \ \ / G \ / F 3' V14 CURB CUT Lu \ I PVMT `4•': - _ / 'AF \ \ \ / r / \ \ \ \ \ / 0 44815' \ \ �•: - ,/ v' `� N\ ` \ O'A \ \ \ \ \1, NN \ \ ^ I / / / 1 / I \ I \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 I \ - \ a \� \ 1 PVMT O 447.38' o/ \ p y \ \ \ \ I \ \ \ \ \ \ EXIST. ±440.36 \ I \ \ \ \ \ \ \ \ \ \ \ \N,Lu \ \ \ \ \ I ! ❑ Lij PVMT r \ �44j '\j� �- \ \ \ \ / \ \ \ \ \ \ i \ \ \\ \ \ \\ \\ \ \\\ \ \ \ \ \ \ \ \ / V w N 447.18' / 6 i y(/ / `` _ f Q PVMT O / 8 / - - \\\ \ �(a\ ,� \ \ \ \ \ \ \ \ \ / - \ \ \ \ \ \ \ l N \ �' G J �r \1\" Oi 1 \ \ \ \ \ \ rn / PVMT - -449- - i `` TS 444.82' \ \ \ \ \ \ \ \ \ \ \ \\ \ \ 1 \ 447.62' q49 / / / / \/ BS 440.20' \ \ ' / \ \ \ \ 1 \ \ \ _ /' \ \\ \\ \ \ \ \ \\ \ \ \ \\ TW 442.52' \ - - - \ \ \ \ \ \ \ �� i I PVMT / % / / ,..:.jiGt:. .' TW 442.52' / / \ \ \ \ \ \ 1 l \ \ \ \ \ \ \ \ \ PVMT / , . % - - BW 440.35' \ / ' \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` . 1 / ` \ 1 DATE 445.39' •446.44' - . 450.08 SO / ' w.^y BW 440.25' \ \ \ _ \ /' \ \ \ \ \ \ \ 1 / TS 442.485' \ \ \ \ \ PVMT � - / \ TRANSITION FROM 3" � \ \ \ l 1 \ \ \ \ \ \ \ \ M 9 \ 4 , r .; \ 1\ I \ \ / I\ II 11 \I I II f \ \\ \ \ \\ \� \\1 \ \ \ \\ \ \ I -I O 03-26-2018 450.44' , \ REVEAL TO 6" REVEAL TW 44637' \ \ \ \ \ \ \ \ \ / :a• / � _ BW 442.00' \1 \ 1 1 1 \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ 1 TC 452.1 ' . I I , 1 \ 1 1 1 1 \ \ \ \ \ \ \ \ \ / er �i,. 1 aBC 451.8 L BS 442.54' \ I , ( / I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 ! ' PVMT 6 DRAWN BY / / •3 ' - - d 45G 452.23' TW 444 84 \ II \ I\ \t 1 \ \/ I \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ t / 447.12' `� ' \/ �'' \ \ \ / , ' \ t \ 1 \ A. ALLISON HP � _ as BS 444.85' \ \ \ \ I \ I I 1 I \ \ \ \ \ �. EP 451.98' BS 447.19' \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ R 452.45, cap TS 447-13' ♦ \ ` I 1 \ / \ \ \ \ \ \ \ \ \ \ \ 1 • \ TC 452-35' \ ' / i _ TS 449.47' ` \ \ \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ p. PVMT BC 452.10' .. �Ir as \ \\ \ �\ \ \ . \� ' \ \\ \ \ • / \\ \\ \\ \\ \ \ \ \ \ \\ \ \ \ \ ` 1 DESIGNED BY / 450.72' , . \ BS 449.52 \ \ \ \ \ \ _ \ \ \ d, TRANSITION \ 1 SWK�' \ TC 452.75' FROM 6" REVEAL I ` "^' / \ / \ TS 451.80' \ \ \ \ \ \ \ \ J I \ \ \ \ \ \ \ \ \ • A. ALLISON -PVMT 450.64': \ \ `� \ \ \ 11 \ \ \ \\ \ \\\\\ \ \\\\\ \ \\ \ \\ \ / TO 3" REVEAL 1 \ \ \ \ \ I I \ 445.55 I .dl P \ \ TC4350' // / \\\\\\` \ \\ TW 451.65' v \I \\ \\\\ \ \\ \ \\ \\ \\ \ \\ \ \ / \ \ \\ 1 \\ \\ \ \ \ \\ \\ \\ \\\ \ \ \\ \\ 1 / •451. , \ 8 4-3.00' \\ \ \452 5' TW445200', \ \ \ \ BW446.15'\\ \ l I\ 1 \. \ \ \ \ \ \ \\ \ \ \ \ \ J^ I o \ \ \ \ \\ • CHECKED BY ' 453 1wr 75' . ?\� \ \ \ \ \ \ - I _ • PVMT \ \\ \ \ \\\\ \\ \ 1 \ \\ \ \ \ \ \\ \ \ 1 \ \\\\\\ \\ \\ I v C. SHIFFLETT p6 / I \ \\\ \ ` \ r TC 453.63' \ //� F \\\\ \ \ \ \\\\ \ ' \ I\ \ 1\ \ / \ \\\\ \ \ \ \\\ 961 \ \\\\ 5 1 PVMT\\\ 1 \I\I I - • • SCALE ' PVMT• 452.38' / \ < \ \ \ `\ \ \ \ \ \ / / \ 1 1 I I \ ! \\ \ \ \ \ \ \ \ 44775' \ \ \ \ 1 • 1"=20' 451.31' ,,�\ LP / PVMT O ° / I \\lU� / \ \ \ \ I 1 \ \ / 1 \ \ \\ \ \ \ \\ \ \ \ \ 1 \ I1 1 \I \ \1 \ 1 \I t 1 a• I D _ \ ss `�` / \ h \ \- \ \ \\ \ \ \ I i I I 11 1 / \ \ 1 \\\ \\\ \\\\ \\\ \ \\\\ I\I\\\I\\\ I I I I rl \ • �,/ / / / I 448-98' , ( PVMT \ \ \ \ \ \ \ I I 1 rJ • PVMT PVMT - \ - - /PVMT \ _ - - \ _ LOWER \ \ \ 451.75' \ \ I I I I I 1 \ \ \ \ \ \ \ \ \ 1 \ \ ./ 1447.51'' PVMT ' 0 45122' \ I l \ \ \ \ \ \ h 448-95' / 452.10' , / PVMT \ n LP 465.76' . \ a \ \ ` \ \ \ \ ) I \ \ \ \ \ 54 - - ,m\ / / LEVEL \ \ \ \ \ \ / / / /I I \ \ \ \ \ \ \ \\ \ \ \11\ II 1 1 \I I \ SWK / /' 4 / 454.33' \ \1\\U�'\` �' 452.25' \\ \ \ \ \\ \\ \ \\\\ \ \ \ / / I I \\ �\\\ \\ \ \ \\ \I \ 1 \ I \ I I 1 I SV%AK ' < ' PVMT- \ <` / \ �+ ! \ \ \ \ \ \ \ / / 1 \ \ \ \ 1 \ \ \ \ \ I 1 1 ad' ` �� LOWER LEVEL / t a \ 453.35' \ \ \6, \ \ �e (MECHANICAL ROOM \ \ \ \ vA \ \ \ \ \ \ \ / / - _ _ \ , \ \ \ \ \ \ \ \ \ \ \ ACCESS 452.50' 1 \ \ \ \ \ \ \ / 1 1 \ 1 \ 1 1 \ 1 1 I \ 1 \ w / \ \ / i 1 \ \ 1 \ 1 \ \ \. \ Q \ \ \ \ \ / / \ \ 1 \ \ \ \ \ \ \ \ 448.52' / � \ \ \ \p�\\\ \ \ \ \\ \ \ // , \ /r \\ 1 1\ \ \ \ \ I PVMT O 455'-- \ \ � \ _. \ 1 \ \ 1 t 1 I 1 \ / _ �- \ \ FFE \ \ \ \ �\ \\\ \ \ \\ \ - \ r' / �\ \\II \\ 1 \1 1 1 I I 1 \ 1 \ 1 I 1 1 \ am W 451.40' o / \ \ TW 465.50' / 466.00' \ e \ \ \ \ \ / \ 1 I \ I 1 1 I I \ I PVMT \ PVMT - / \ .C` 465.40' BW 457.50 466-00' 465.7T \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / , / \ \ \ \ \ 1 I 1 1 I I I 1 \ \ 1 1 1 I 1 I 1 1 \ 1 1r \ TW 465.50' \ \ I / 450.60' O / 454.66' D 456 /TO \ \ BW 464.90' r DECK SEE ARCH. \\ \ \ \ \ \ \ \ \ / / / / / / \ I I I I 1 1 1 I \ I I 1 1 1 1 1 \ \ I PVMT PVMT / \ 465.50' SCREEN WALL SEE \ \ \ \ \ \ \ \ \ / 1 I III I I I I 1 I I I I 1 / / 46 .50' \ PLANS FOR DETAILS ♦ \ / / 449.05' 50.16' ' / � LANDSCAPE PLANS \ \ \ \ TW 451.00' ' \ \ \ � ' I I I I I I I I I I I I \ ' FOR DETAILS \ \ \ ° \ \ \ BW 450.50' I III I I I \ -- -\ ` \ \ \\ \\ 1 1 1 I 1 \� 1 I I I I I I 1 11 1 I I \ \ \ 'mh / / _ - r / \ \ \ FFE FFE � � � \ \ \ \ \ \ \ \ \ \ \ \ \ Y7` 1 \ \ 1 1 - � \ I P I I I III 1 1 1 1 I I I I I I I I I 1 PVMT , , \ \ \ 466.00' , 466-00' ' - - - - _ _ I I 1 ( I I III I I I I I I ^ PVMT`�PVMPVMT 45.0T23� , ' ' 465.7\5' 450.18' FFE \ \ \\ \ .. \ \\ \ \\ \ \ \\\ \\ \\ \\ \\\ \\ \ \\ \\\\ \ \\ \ \\ \ \\ \ \ \ \ I \/ \ \ \ \ \ \ \ \ - \ \✓' \ \ I1 1 I lI I / 1I ' / / 1I f /I 11 11 I( I 1 Il I 454.4T466.00'4FFE I I II l II II I \ \ L.L - . 'SG PVMT / 466.00' II 1 I 1/ II11 \ PVMT 458.85' ! PVMT f/ 455-13' 1I/ ItI Lu o / .PVMT \/ r453.7-- ^ A PVMT I PVMT 5 460.46' , TS TC - _ _ .., \ `pS \ 3 \ \ \ \ rs• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / - - _ I Q I 9 \ \ 0 ' 454.95' - BS ., a 462.79� � FFE ./ \ \ 09 \ S7� \ � \ \ \ _ \ / / / �/ // / / / I _ - ' _ � r n '�^ G / I PVMT - / 0` . v 1 PVMT \ �/ 7 \ 4 \ \ \ / / / \ -r / P \ / cP 466.47 !!fir I I Y % . \ \ \ \ \ \ / / / / / PVMT / O / \ r 455.48' PVMT PVMT / ^ N 46572' /{ d \ \ 1L\ \ \ 8 \ \ \ \ \ \ \ \ \ \ \ 1 I ` /' / / / /'/ / / \ t / O453.33' - 455.59' / b• � ` 'i \ \ \ \ pF\ \ \ \ \ \ \ \ \ \ - / PVMT \ r �- \ A\ \ \ \ \ \ \ \ \ 1 // / / / / l \ _ 1 / / I 465:4T � \ .l - � TW 470.84' \ \, \ \ \ \ \ ♦ \ \\\ \ \�\ \ ck I /2 _ 466.52' \ \ \ \ \ \ \ \ 1 459.08' 2 �<. -✓' i • r \ \ \ \ \ \ \ \ \ \ \ � 1 r 452.72' / I"iG / a •, : / - - \ v466 26' TS \ `. 463.82' . \ \ \ \ \ \ \ \ \ \ \ \ \ \ )\ \ �� \ \\ \ \ // PVMT PVMT / / / . •v \ �a \ \ \ O \ \ \ / / 458 19' / \ _ f . ,P9 \ \ y \ \ \ \ \ \ I 1 \ ' / / / 466.10' or - - / l _ _ �. \ 453.82' \ \ 7 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ♦ \ / / / / / / 1 \ \ \ I / Q ^ N TC i TW 470.22' / 466 5T TS 466.48' r\\, p \ \ \ \ \ \ \ \ \ a\ \ \ \ \ \ \ / / I / \ \ \ \ �\ \ f I / f U L.L 1 ! I / / .! I 465.50• / BW 466.00' TW 466.63' _ \ Lu / A / r ' I PVMT x " ' e. / / TS 4463,7 3 BW 463.90' • \. '. FFE \ \\\A\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' I I I I \ \ \ \ 1 I I f / J V \ PVMT _!. vi - d \ ' PVMT •457.61' % I \ a FLUSH' / /r 85463.7T � 45370' \ t5' \ \ \ \ \ \ \ \ \ \ I bola \ \ I / 455.36' � ' �' � p 464.5T / � r � o BS,� � BW-� \ \ \ \ \ \ \ I 1 1 ? 454.80' / \ / �, eS 463.82' If o \/ PVMT / 459. 5' / 'r \ W 463.65' Y / PVMT `\ 456.20' / , TW 468.00' 8W 463.7T ` TW 456.50' I o 453.44' PVMT / K \ _ BW 466-63' TW 466.63' TW 466.63' BW 464.13' BW 454.50' \ \ S -t \ \ \ \ \ \ \ \ \ \ \ \ / I f / / / / W Z \ 454.8T I PVMT \ / "PVMT BW 463.65 \ \ \ - \ \ \ 465.07 \ 466.19' e 1 \ Ico 1-4 455.85' \ - ' o e ` 466.29• �� BW 463.7T I a s\� \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I II \I I /I If /I/ / \� � Q I , 463.16' PVMT 1 /. ./ D 1 PVMT / 463.4T `465.56' e/� 466.10' \ ` \WL464.00' 1 11 p �I \ \\ \\ \ \ �w I I \ - - \ \ \I \I \I 1 11 1 I PVMT I 458.4T r \ F' \ \TIN 1 '1 466.19' \ BW 463. ( \ \ \ \ \ \ I I I I I I ! o . r. 457.50' l 165-69' / e% ( n PVMT A6 463.28' ' co / I I / � 466.59' WL 467.50' BW 464.09' \ 464.13' I \ \ \ / \ \ \ v I PVM 80.50' , � v/ I r I 1 \ 1 \ 11 I \\/I/ i l I 1 1 1 1 1 I I I I /Irl 1 1 I ' 1 I \ / TW 468.00' \ \ \ \ / I I I I 1 1 I t 1 I / I / / / / / Q j� GND •459.6 ' 1 _ / / o_� I X 1 1 / / I I I// r/ 1 I I l l 1 I 1 PVMT 456.84' / `\. I 1 ill I 1 I I ,h •455.26' y � - - - / I I I I / \ \ I / I I " \ I \ ,, , w - PVMT I Y _ I I 'M \ I I I I I I I I ( 1 ,, ..<` •<y BW 464.13' WL 464.00' 1 i I 11 1 � NAIL 464.00' I � I �( I I I � `I PVMTPVMT ///r ! I 1 \ WL 456.00' I ' / I / o J \� BW 466.63' 464.13' BW 464.09' TW 456.54 /' \ / / O , / / BW 454.50' , , I r / / / ` 71P/470.22' \ ) I \ 1 PVMT I 8W 4'5.30 _ 461-10' / �' 466.10' / \ \ WL 464.00' / / , / us I I d. / / I / I I I I / W465.30 _ TIf S 466.45 TW 466.63' ,./ I I I all I //I / I I I� I I Il 1 1 If I \ f \\ I 1 BW 463.77'l I l l = I I /� 1 I I I 1 l / / \ 465_ T`.63' BS 463.7T \� / // / .`r .. \� O I 1 I i I JI 1 /I r/,I/ ' 1 //1�l /1II I t ' I I r / \ / w �' NI 1 I / PVh - PVMT 464.40' 1 / I OO r _ _ BW463.65' N / / / ' h� / �uj I I I / ),. / / / / / / I l I \ 1 11 1 I 11/ / I I I t 460. ' / 3' 464.13' r b / M l a ! \ I ` BW 463-93' / ' / / 143 ' I O Il /1 1 ' / / /i / ' , 1 r ( \ \ I I I I I I / / I \ f I 1 1 I / v� / r / PVMT / / PVMT �O � � TW 470.84' ' � � , / /S / l / 460.58' / 464.15' 7 I I l / � �/463.7T ° / BW 484.13 r'vo/r/ r-- l J BW 463.13 _/ / / / // r If 1 I I I i r 1 c I / BW ` / ,, /l / / /r/ / l // 464 38' � / BW 4 / I I I / PVMT \ v 4 I I 464.00' ! r O l d 460.12' t0 �/!1 �. ��° / 1 O 464.38' \ I TN/468.63' / I / /^ / v / `, / / / , / / /d' / / //r • - \\ I \ TW 467 78' ., V� ) th % PVMT / / vl llll 11 I l /I I TW 456.50'0.00' /.. J / / / // // / / / // / / / / r ` J \ \ 1 1 / / / / //I / /r / ; 1/ / / 455.25' < / `v�' BW 454.50' 464.25' 468.63' \�'. \ / / / / `6. / / ! , \ I I f I l// / I I / ! / (PVMT 460.25' \ ., I I I - - - / / / ' / / // PVMT ( PVMT I \ I \ / `/ / l % / JOB N0. I O 455.80' 45675' / 457.40' ,�. , . a.. 464.1T / \ � 1 / / / _ -, / / / ' / / I SWK FLUSH / /i�7 / J % / / I \ / 1 / / / / / PVMT U` \ \.., l� l l l / 1 I I l / l / / / 1 / 1 I \ O I 461.02' PVMT \ .. ) - ! l / ! I J / / l / ! ! / I \ D I 1 ( \ � •461. \ PVMT '? .:/ .. 464.66' � 0 452.76' ! � i h I l / 1 ! l / f / l / l , ' 40Z41 \ \ \ PVMT' PVMT 11 480. 5' \ PVMT PVMT462.58 I .\ \ / Q I_ v. I / �/ / / / / / / / / ! I \ 456.55' \ \ 460.98. PVMT 'PVMT , w ,�/ / r / / / / ( I / \ PVMT 463 Sr 4" 1 \ l v l \ / / I l / / l 1 11 / J ( / \\ O! O \\ \-1 4PVM64 9 (j•,W l �1 g/ 1' 1 // / J//r / /' J I ' f J / / /// l I /'//�IIr I / I J / / I J/ /// / / / ! / SHEET N0. � r � l y eI /f l l 1 /I l /J // // //// J/ //' J/ /11111 l l'l / /1 /'Il l_.5.05 L / I 459.34' \ �° I / o • I 'T'�� \ BW 466.63' aw aaa.ua' J w 456.5U' tI 1 ...F .. ... ` TW 465.30 BW 454.50� PVMT ! .. BW 465.30 / / / M � WL 464.00' / / / TW 47022' / 466.10' TW 466.63' / V I I - / 461.10' ' BW 465.30 - TS 466.45 Q I / I I\ 1 1 I 1 I I \ r / I \ I i BW 463.77' / ..'/�: \� I / / �. I /I J I / /1/ ` //l /) l J I I , ` 1 1 / / 1 \ I 465 TW 466.63' '� / - BS 463 77' \ / / / A. 4' I 1 1 I , / / / / / / 1 I ( 1 1 1 I I I I I / I / I I 1 I I I AV I / I // / - PVM.^T asa..alo�o'.'. • II/\ - \ I ' �'p PVM C5.07 I C5.05 460. BW 463.65' 464.13' l 463.93/ `f,X/. PVMT /4.7T � 08' 'i BW 464.13' , / 6 / a•o �/ ` / / / / / / .-• i 1 / I I i 1 I i 1 / / 1 / / 8W 463. . ! CRAIGW. J. KO'PARSKI BW i ! / / / / l / / ' I / I PVMT / / w v ! / / _ Lic. Na. 0402048507 �' • , 4so.1r I c8' � i / r / 4sa.00• / � Jl � / / r / / \ \ I I I 1 ! '/ / / ' r I l l 46365' / / / / / M / / / / / / / / I _ I I I I / / f / -Y \ V• 'l 1 /R6 ..' TN 466.63• ' / .: I , ,^ d. V• / ,I /„ / , , . J I \ \ , I ! / ! , / I , / / , vfi O 1 /2�/20 f Tw467.78' .. _ , / /•. l . I I l l l 1'1 / l! l JJ r ' l I C5.09 FF=466.52 TW 454.75 / / / / / / l l l ! \ I 1 / l I 11 I l r l FFE Tw456.50' BW 450.00/ / /J, ! / / /// I I I l 1 I I 1 / / ! / '��/,/ / J \ , l 1 Jl \ BW 454.50' � e� �/ / ! I J \ I I I 11! l ! l l C5.08 5 6 460,25' \ ., . / / 1 466.63' PVMT (j\ •, +' \. 464.1T ... .,`' . SWK(FLUSH) / 1 _ 481.02' PVMT \ 461. N PVMT _ 460.15' \ PVMT PVMT I 1 460-98' 461.75' \ l 1463.81' PVMT , ', ,¢�, �/ / Q / h•9j,l ! // //%/ ,' / �/ ,'r/ ,/ l / l /l 11//Il/1// / / M E ��- 1 /1 / l I l J/ !! // / /� /////l lll!/ /!l // ' ! N tTo \ PVMT L I _ i e l / / / I / / / l 1 / I/ / / / , / r FAO ^ 462.04' .. ... ' ' �° � I) l ! / l l l l l I I / \ I 1 1 ! / / / / / 1 I I ! I , I W / \ tl \ \ ... \ ; ..... ' -- 451.95 95 I I l l I l ! / / / l I l / l / l 2 > / G SWK(FLUSH) .... / I / I H W n 3 n n / // I J 464.58' ..... .... ... 1 I / / / o I a _"o✓ n3LL1.96' PVMT 451 461.34' 451.75' 1 ! w O Fo .4 of 452.72'�! _ i I Jl I I / // / 1 II 1 I I I Jl 11 \ I I r I l I I II JUG 8" \ SCALE 1"=20' � awG 0 0\ 1 \ ! _ I 451.95 • \ I I I I I \ / I I I I IIII I , I \ 1\ 1 i i ! i 1\ \ \ \ \\ " J 1\ \ \ _ / / ' Q (D W (J ram') •\ei \ 1 Q \ _\ 1 I 1 ! I I I 1\\\ \ I 1 \ \ 0 20' 40' K 2 0 ` " 1 l \ \ 1 , ' I I I t I I 1 1 1 \ / \ \ \ \ \ \ 1 Q Q / I \ ♦ \ 1 1 1 I 1 \ , Il .. \ ...,e� a. . e � \ I j / / \ d I / ^ \ � I \ \ \ 1 1 \ \ t l I I I I 1 1 \ I \ 1 \ \ \ \ \ ! � a � 3 STORY STUCCO UJ 2 ry BUILDING I 1 TW454.75Ln • ; .. . -a \ \ l WIBASEMENT / / BW 447.00' IIII \ \ \ - - - \ \ I \ \ \ \ \ 1 1 \ \ \ \ 1 \ \ \ \I \ I \ \ \ \ / ' a Ln 45272' N FF=46658 . IN , , / , / I I rn 8 ` I a ALL \ _ - \ \ \ \\ 1 \\ \ \\ \\ ` \\ \r/ / /! /� / c) H ✓ - / 3 X3' CONC. PAD \ / _ W/ RAIN BARREL 452.72' � _ TS 460.25' I \ \ 1 \ \ \ \ \ \ I 1 BS 459.75' \ \ _ TS 459.73• \ / _ I 452.72' / O - TS 458.69' BS 45923' i J / / f ( ^ ` \ \ \ \ \ \ t \ \ 1 I \ \ \ 1 I I / / / ! ! I / / D 1\ BS458-19' !'' I 4g r _ 1 / .e 1 1 \ \ \ \ \ 1 \\ \\ \1 \\ 1 \\ \ \\ 11 \\/// ! ! J/ O 440 TS 458.15' ) a / 1 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I 1 / / / ! / / / 1 C7 BS 457.65' \ ^ ` ( _ - p TS 45921' J r I / TW \ \ - - ` \ ` \ \ ` \ \ \ \ \ \ \ \ \ \ I \ \ I / _ _ , ' , / , \ \ ' / , D TS 462.33• / -. 1' 1 45475 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ 1 I \ \ J \ \ \ J 1 1 1 1 ' I \ 1 / ' / / ` - - ' / / ' / / / 1 I ' ! O ^ , - BS 461 83' 0 452.72' I \ - \ \ \ \ 1 \ \ 1 / / TS 461.81' r ro / I \ \ \ \ 1 1 I \ I 461.31' ! 1 1 \ \ \ \ \ \ \ \ \ \ I I I I l \ 1 \ I I I I 7 1 m 1 \ \ \ \ \ \ I I I I 1 / / / , _ / / 1 \ \ \ \ I I I I I I I I 1 I I I 1 I I I I I , / I I I / / \ _ _ v / v I 1 , I / , w \ ( \® �157�_® J-\ 20 /- •J `--- / \ \ I I I I I I I I 11 I I I 11 J I I I I I / \ /// l J / I \ \ 1 ' \ \ I I Jh I I I I 1 I I I I I I I I -__' 1 I I ` / l J I V _- J 452.72' � I \ \ o f M I 1 1 C I I I 1 1 I \ 1 1 1 / I I I 1 \ \ � / / / ! Q UGP \ \ \ Y \ \ / / 1 / / I z 1 ) I I I f I I 1 1 I I 1 I I I I / 1 I \ , / I I �51.91 TW S� \\ I \ 1 I I I I / I l l 1 1 1 1 I I /I 1 1 J I 1 1 1 1 1 /,_ I 11 11 1\ \_`J/ / r'`i / // / 1 1, cn 451.83 454.75 J I I Icn 452:30' � C 1 I 1 1 1 1, I I I ! I 1 I I I I I I i 1 I J I I I \ / / / _'/ -`' /� / / I I > 45125 P\ \ 1 I 1 1 I I I I I I 1/ 1 ( I I I I / � \ \ I ® o a5124 / TS a51.08' h I !' , 1 1 I I I I J I/ J/ ( I I I 11, / I II I I _ ,' /'' - I I O I I FF (TILE)=452.62 - / \ I I 1 _ - _ - / _ O BS 448.00' 1 /^ / I I / / I 1 I \ / I \ >' ,y \ I / - J I I I I II I II I I II I I I I I / / II 1 ! 1 I 1 I \ / / / i / � 0 \I / 1 1 I 1 \ \1 � � 1 / 451.86 447.56' \ 1 ! \ I I I I ! ll TW452.00' 2% 1 I 1 I / /, 1 I _\ UTL� I �/ I / �IJTL� 2 /,/ / I •�` I I I 1 1 1 . / • 452.30' / \ 4qg .. l / , , , I 1 1 I / I I I I I I I I I I I 1 , ' /' , / • 4 - _ 'b / 451.30' 1 \ ,,/ / T / / I •m / / / I / I 1 - / _ 1 � 1 I� // TW453.Oo' Bw 450.50' ♦ �P<' 4 8 0 11 c I I 1 1 I 1 I 1 / , / / • y� �� ��`` � l \ , // /� / -_ N •e // / � I I I �i \\ -1 / 11 I I !1 1 I I, \I , 11 1, 11 \\ � /! ♦/ _' ' ! J/ j / / / / /// N . / ! D4% ^ / / \ \ I 1 / 1 J I \ 45L55' / v \ \ ' I� 453.25' a BS 448.05' / A6 / ! b� P� <, \ / 1 I m ` I I I 1 I 1 I l l / l I \ 1 \ I 1 I I I 1 I \ / I I ! / - ' / ! ' ' • \ \ , / / 4 j / / / / I I I I \ I / - - � / I I 1 I r • p ^ I � �///, / •// TW 452.00' 4 a , ^� , o \ I I I l 1 I ! l ! l / / p`i` I / / • \ /a \_ / �� /•' / / \ T1M %I Q��!ji�.0 _ 451 qS2 \ 457 - - \ /i,i,/���/ // / / q4g / I \ \ \ \ ` ._4 S3 TW 40' TS •e . 4,5/2.00' / BW 448.50' I\ I0 , I - ' - - - - / • / ! / ! • 4aa00' / / / / I / / / /rl / l / r / / / / l / I I I 1 /TW448.50'-TW _ _ - / TW 448.50' 44/ \ ' _ �__ ` BW 4aa.5o / I r l I I I ! I I I 1 \ / / / ! / / • •% c 5.. J i / / TW 45300' BS TW 448.50' a ?'e'.' �] I ♦ / / / / / ) ! f / / / 7 BW 451.33' TW45359' \ / \ 446 _ / ! - // (�'_ TW 448 50' 7W 453.59' BW 444.70 J . ^� i / 1 I I _ / / / ) ! / I 1 1 \ \ I l / I 55.51' 445 TW448.50' FFE 455.63' / / / , / Il \ \ I I 1 I J \\ O / l / _-_ _ / / 43:. / I f / / f , / / ,' I 1 J \ \� 1\ ` `\ \� `'�'\ 1 I f I I ` \ I / / FFE 444.80' - O / ROCK WALL) J 1 \ \ \ \ \ 1 \ \ \ I ` GG 1 S TOP=443 .o y � / _ 4 \ 444.80' •: 6.� 6` \ •\ TW 453.6 '6 BWFE8444180 f/! 1\\I \\\\ \\\\ 444.62' / FFE 455.63' BS 441.55'- \ 444.80' FFE 444.80' I 5^� \ L•' / TS 441.30' TW 436.32' / / / / / , I i / / � / / / / � ' \ 1 \ \ ^ ` 1 , / \ \ \ 1 I I / ♦ ` � \ .. - - _ ^ / BS 440.30 BW 435-00'Q. TS 440 O6' a TW 435.00' ��'' ! / / / / / /' / / / / , ! / / \ \ \ J , I 1 \ ) / I I I I \ ^ _ ROC j,. \ .. \ � . � \ \_ - - - � � ! / ! 1 Il 1 1 ` \ \ l 1 1 t 1 � � � _ _I TO P7 l t _ \ �'" \ \ \ @\\ / BS 439.06' \ I I.%oa. b� ' • / I / / / / / / , / ! \ / 1 I i J r 1 I / \- /443.06, \ \ \ FFE 444.80' \ \�\ •\ _ _ ' TS 438.82' 1 � i I • a 433.59' p.. i \ / , I \ 1 , / / , , � / I 1 ' _ G BS 43412' J RICif- \ 443- - 433.96' 1 %^B442.94' \' - _ / 433.96' d•` O / \ / / / \ ` - - - - - H D RAIL\ FFE 433.96' - \ 442.27' I FFE 43% \ ��. I. / f \ </ / ,I I I I I ♦ \ - - ' 3.96' / 0.�' a- - ' \ \ A-.6• TW 444.80' / �g 1 1 - LP 439.69" \ \ BW 433.96' ^ \ \\ \ _ > / FFE 433.96 43T FFE433.96 ' ! 432.15' / �" I \ _ \ ' I p `ti 1\ o\ 4q6 -496 \ \ ` \ ^ \ (}� _ _ y y\ \ BS 433-88' \ , / / 431.60' I /' / / fAls \ \ , \ _ / TW 444.80' \ \ � \ ` . - ' I / \ (, \� - /� \ h\ \ ` � � \� / / y • i.. 444-60' 439 G - -\ TS 444.55' . / \ FFE FFE 433.96' 442.88' - FFE 433.96' - TW 443.00'TS 7 I \ BW 440.00' / / / / / / \ `. \ ' / ! / / ~ / / / / / ♦ ' / I - ' - 'i ' -LBS a4v1 o' 44455\ ' 431.15' TW 43562' Gl �'., �. 8W 435.62 FFE 433.96' CQNCf�E-TE-PAD - / \ \ �G v \ \ \ q 1 c0 ` `�d38 BS 437.54' TS 440.99' \ \ / 433.96' / , / ! / / i V• , J _ _ I \ 1 I < < /OODEN STATUE \ - - _�' - / C� O \ \ TS 439.21' 437.12'� G' EPt436.62' _ TW 438.62' ----BW 435.62' � /�/' Tw 443.00' _ ' i ' i / / / / i / \ \ - ^ �� \ ^ \ \ BW 440-00' 436 2'PAVERS /,../, L - psi /^\\ / l �\ \ \ \ .: ,., I I BW 435.85'/\/// \\ \ \ `\\\� \\� I I \ 1 !•�/ \ 25'RETBAQ / \ \ \ \ \ \ \ \ \ \ 1 \ qds WOOD GAZEBO / \\ \� / / UG `/ t \ \ \ H / - - - - - - - lk\DECIDUy, \ \ �\ \ \ \ `,y it / \ \ \ \ \ \ / / \ \ 24°WHITt - E\ \ \ \�� 4'WOOD FENCE \ / \ / - - - - - _ ` _ , _ L[ / / ///' / \ Y c \ o \ l \ COBBLESTO%E \` --_ / / / \ I \ G - - - ? /` \ \ \ BAND \ \ \ Q\Xr\ 1' 30"I�EFI U�VUS \ 1 \ \ G J \ \ \� \ \ - -- Z O a U U7 w z Z � O U0 � Z g z Q z a ti y O ti 0 0 W N Q rn Q N n o DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE �//'��1 "=20' V/ W Lu 0 I..L w z Z 0 z>U) (< z V / Q O z w L/L OJ Q m z Q Q (J (r'1 J \2 i U W i JOB NO. 40241 SHEET NO. C5.06 L V57 C5a5 � 1441.75PVMT 444.38'PVMT 1 44406'� // TE 44444.. TU I - I- -lqz -I C5.09 I I I C5.08 I C5.06 ----L--�I-� U CRAIG W. J. KUrARSKI Lie. No. 0402048507 0-7/2q/20,� rIj Vie,, �•ii i•�•ii!: ' ' ' :, :. ''a% ._.► • ,.• �'s :ice • - • -• LU r •" /� 1 — .._ ..._• ce • _ ��r w III �. = '� /, I' • ' �, / �� ems" / 1 `ra������''�'•�C�?►�\�1 A . • y.� ��� • • • ' 1 Obi 1 � , 1� � •;. •• ► •. ���♦ III.I In • ♦ \ rid '"��"i I 1 A♦ICI✓I •v � �L•I�i�-IItI � �� � � � �• DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT LU LU _ _ • /,LEI 1 1.�I:L♦I. � _ �` ..'/' ♦,,♦.�,` �� ��/ ! a V - III ® '� I� I♦.., �� ,; .i�I�I� - 111 �I �I •I ♦ .. I I I ,� � . '' .`III iAiL�♦ 1 �.r�j�//�� •f� ..•ICI •+'v%' I ♦ I I I O I •. 1 / , . ♦ �� � 'I'I�I�%7. 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PVMT O / 1 454.95' - / �fj0 BS ' I .. n• 6279, 465.50' / I 466.00' / \ \ 08 (S 444 - p \ , 1 6o.as' . � _ .r ` \ S 452.05' PVMT / P / I PVMT \ / / A0& / / / ♦ ' ' / / / ' ' / - \ I ♦ , ( \\ / / 453.01' / PVMT / / - i / 463.13' - 466.47 1 / v / ' ' ' \ / _ / / \ ♦ , \ i l h / r / / 455.6' G PVMT I I 1 N PV3 3 •455. 9' / PVMT �459.08' •. \/ �� / // 54�T i . T 445 ' 2 �/ 6572' ��/ �lyk �- -✓I '' i s . 'r G ./ / 67N / - TC / /' \ \ 1 / 1 / , y r i TW 470.27 , / 6s.5 , J m E � � 450.50' J 1 1 - � I TC TW 466.63 \ / \ _ J 1 \ 1 / / 451.75' / / • . / / BW 66.00' � o 4 b / / / '!.. '+ . i 465.50' I IS 47 4A 0) U / PVMT x d > N ' \ jx' I 1 1 • . a. FLUSH / _ BS 463.7T PVMT ° - BS 63. 6 1 / I / hr7 / 1 454.80' 455.36' - 1 o / " \ \ LP it 44 ( C\ p. / \ o / PVMT / PVMT i / q�a _ BW 63 E \ PVMT / b'. PVMT i \ 459.25' I 65.0T \\ 46619' e W i.. I / Ir 1 456.20 / 413 25' TW 468.00' BW 463. E 0 43.44' 454.87' 463.1 _ BW 466.63' T1rV 466.63' H U � 3 \ 1 I I / \ I \ \ 455.85' \ _ e / p 63.1s' PVMT r \\ 46629 Il \ Q �! o �9' h0 , / r D 1 PVMT / \ 63.4T \ 465.56\' u 66.10' p LL.0 Fu / O. PVMT a 458.47' ' \ \ /.�' \ // of W L m c \ p1 \ 453.10' � t. ` ` ,J I46E� Q U co CONC. COLUMNS \ ° 457.50' k6,\ PVMT % / / �\ 465.69' / a / 464. � . o M (TYPE 1 I I / PVMT 463.28' / cpl I / // 466.59' WL 67.50' p- fA p Gin Lu ND / / I �4PVM 0.50' / 1 I I �/ 1 0a TW 468.00' ,ate_+ Z \ \ I •PVMT 456.84' I 1 , / �// BW 64.07 C ) X 0 / N \ �, 1 \ 45526' C ' i ' i PVMT 1 X Q J Q r~ \P I I 0 1 \ / a / 463.60' I , I BW 464.73 � ce LL a o / d' a PVMT / I / \ TW 468.00' 456.50' / 45934' / / / / \- 464.1 Ln 2 c N R+ 470.22' I \ = U > L U / k Q I / TW 470.22' TW 466.63' O N PVMT \1 / BW 65.30 _ / ` 449/ / astlo' / ass.10. rn w / \ SHRUB/SMALL // / I I i \ IPVMT i - ' l \ \ 457. 0' / / I // BW 65.30 _ TS 66.45 L M z / \ o fJ TREEAREA '/ / II \ / / 465- TW 466.63' a V o lq ' / � BW 463.7T � � Z O // / I J \ \ \ \ \ / / - / / I ` BS 463.77' c0 J II \ \ 1 I \ •PvM asa.ao' I Bw63.65' 00. m PVMT TW 470.84' Z \ \ 6" WIDF WOOD WALL I/ y I 1\ I \\ I \ p�U q / J' 0 60.58' / ^ / asa.15, 7 / g rf 63.65' TOP- 4" / (, _ m / \ 46438' G) I / BW BW z l \ \ / // , \ o\, �. \\ a�� , 464.00' U h� 1 SHRUB/SMALL /J` u TREE AREA / 1 / \ \ \ \ \ 1 Q \ \ J f- FF=466.52 ti CHAIN LINK FENCE \I/ / / I \ \ I\ QiQ' I 4p65 Pb'(/ 7 / I a (D IW- 42 ROCK WALL / / �� 1 _ \ 45 1 / �� I \ . \ ) pvMT \ 4642 TOP=5' l 468 3' PVMT p h I S\ 1 GC 460.25' �� \ / ✓ I PVMT �(/ \ \ I I 1 G\ ♦ 8'\ \ \ , \ 1 / 45740' p 455.80 I 456.75' 1 .T C9\ a..+ 64.1T PVMSWK(FLUSH) I/ Q 0 1 \ I WOOD 1 ° I I \ 461.02' PVMT \ PVMT 484.66' Q Lu 2' WIDE ROCK WALL / / / I \� D 61 / \ c0 IRON FEN \ IGN \ \ PVMT I PVMT 62.58' ' •' : - '\Lij \ ®\ \ TOP=442t \ o 456.06' PVMT 1 - 460.15' \ PVMT PVMT I 'PVMT , /) g = Lu o ® \tea \ I cP \ \ \ I \ 456.55' \ p - 460.98' 461.75' 1 463.81' 4"w ! V N \ I 1 - - PVMT 6 Q F- 01 0 o 7Q> \ 8 \ !\ ) \ \ \ \ PVMT \ 1 I > \\ \ \ \ \ \ \ F 462.04' urL N \ ? DATE 1 \ \ MATCH IXIST. ` \ \\ \ �9' \ \ \ G - \ \ 1 / \ - :a46.06' \ \ G 8"F 8"F ��� G $ SWK (FLUSH) O \\ \ c 464.58' Y 03-26-2018 rn \ J \ w� 61.34' DRAWN BY G PVMT 459. 1' PVMT MATCH EXIST. \ \ \ \ ` � I PVMT 461 95'\ \ 8 F \ \ A. ALLISON \ / \ \ TENNIS COURTS ZG / ( 1 / \/y \ \ 'Yvo t446.13' \ \ \ \ \ \ \ \ \ \ I\' PVMT \ \ 455.30' 453.40' \ 1 \ \ \ / DESIGNED BY ®` � • A. ALLISON C4e \/ \ \\ \ \\\ \ 1 \ wig \ \ \ a.. \\. ..A•.. \ n'�I L// �\ 1 I - • PVMT \ - - 3STORYSTUCCO 453.75' \ \ L CO CHECKED BY BUILDING W/BASEMENT k\ I I \ \ \ \ \ \ \ \ -ds1 - 1 I • C. SHIFFLETT _I��`� e 1 I\ • e SCALE 458 \ \ 71 \ \ 3W3' CONC. PAD G \ qs �♦ y \ j / W/RAINBARREL / I \ \�,p \ \ _ \ TS 460.77'e • \ \ / \ �T • \ \ \ \ \ \ \ \ \ ASS\ LP 455.85' \ O 1 _ - _ \ BS 4602T \ iTS 46129 / I r • A q \ ♦ BS 4....?,........ - TS 60.25' / 4> BS 459 75' I / CHAIN LINK FENCE / p l l / \ /F \ \ \ \ - I_ TS 459 73' 'r .\ \ ♦ \ TS 458.69' SS 459.23' BS 458.19' I I' I I / 465 Z / I I \'\ \\ .. .'\ .' \ I / / \ l I \ \_ TS\ 458.15 \_ / w I � MATCH BS 457-5 t453.70BTSS 6.271' /61.83' /- - \ 1 BS46.3' oc / a oA \ //' I \\� II I \1 1 \ \ \ \ \ \ \ \ �1 \ \ \ \ \ O - _ - O / U - \ \ \ \ \ \ \ BS 61.31' / \ Lu MATCH \ \ \ ±4337IXIST. SAN 8'F \ \ / „F \ / / VINEYARD / \\\ \ \ To \ \ \ \ \ 452O \ \ \ \ \ \ 4°W \ v I AREA i \ \ \ 454 \ // \ \ \ \ \ UGP -� \ \ \ i \ \ I 8"BLOCI WALLS � � \ 6z3o' S \ \ \ 1 I - - - FF (TILE)=452.62 7 \453 L _ / • a \ r _4�J _ 1 \ o\ \\\ \ '>.. / _ -45 o I I 1 11 \ L \ \\ 7 ! 4EFg DOOR-45 9\ \ II II I I I l 0 / ANUG-\ - -T 1 ` 1 \ / 1\ l \ 1 \O \ \ - I .•C 'x \ UTLI / /i \ / 0 \ \ Uc I I iyL \ \ \ i \ \ �,\ a `/J Ca�tP� \ I i� �� \ TLC II I SfF? / // III r' _ z \ 1 I CN \ L / _ _ • .. _ 452.30' \ i \�T / l / / ao ASPHALT \ - BWB4S50.50' UTL \ V/ 453.25' `V h -438� - - \ `�\ \ \\ \\\\ \ \ \ /� \\,\ L \ \ \ \ ,�� �y \ �- \ 1 I I A59 j i,% j // I /1\ / �Q O - 4Sg 4SS 9 1 45�l \� 457 \� / \ 4 B \ , \ 4 Tw U \ S \ \ \ \ / \ \ l \ - \\\ �\- - `�� ��j_ .�� 4$� 4S2 \ / i'i i'/ _ \ \ l Si4 BW Lu (� 0" PVC PIPE \ \ \ \ \ \ \ j JGe _ \ \ YJ \ g �� \ \ \ / \ \ \ \ \ \ 449 50 \ \ J - : ' ' \ I l `\ \- - 1 O V (END NOT O SERVD) �� \ \ \ \� `� 447 Q / / J ® \ \ \ \ /i'� \ \ \ / \ c\ c F[Qq . 6•• + _ _ \ TW 453.00' Co 1--1 E� Q 446 / ////:#� Two TW 45159'\_� _ _ \\ W6133'�-�iBW 438 / 1 1 \ \ - - - - _ \\ 6[O STO \ \ 9/ O, 44 _ - _ \ - , 455.51' .� \ - _ - / ^ \�\ \\ ' �'Y 5 '---- \� 4S i TW 448.50' v FFE 455.63' O FFE 444.80' \ BW 444_80_ J \ \ \CK WALL G - - \\ROOF 443:# cq C \ - - ' / ♦ Tw 453.6V A \G Oc FTF Z -� \� l A �- ` -\�\\ �G '�. \ - �.,\ BW 448.50' \ CA 'STO / 437 \ \L/ 1 1 \ ~ \ / . _ - _ _ x-\ / I // I \ / `; \�p� FFE 444.80' T co J- qG'G l \ \\\ \ \\\ �.5 / / 444.62' / \ ;!9 II111 FFE 455.63' 8S 441.55' { \\\ \ \ >' ' \\. /,c / J \ y C5.07 j Itrq�,oFoco syQ�eq - _ I \ �\ \ \ �� Q� \ r I y\� \ I I C5.05 DRA/L\ w \ / / WOOD DECK, - - _ - \ P l gyjpFOC � \ 0 WOOD '�'� \ / \ / - _ ell i \ \ i 'STEPS - \ r' oNORFTF I / \ \ \ \ C5.09 JOB No. w \ `� cT\ - �- _ - - SCALE 1 "=20' ; I 40Z41 _ _ \ t� colo I \ \ , - _� - _\u �cT , _ o C5.06 cIpm f1JGRAOITE - - - \ _ _ - -�\ �- - - - -I \� 1 G\\\� 0 20' 40' z SHEET N0. \ C5.08 P L I tNN15 GUUK 15 \ \ \ \ ��p/i IZN 1[// C9 \ \ \ \ \ A+ U CRAIG W. I KOTARSKI Lic. Aro. 0402048507 �ss/2G/20,t 4'l \ 1 % / / �\ } \ // / OAF \ / Cb CHAIN LINK FENCE Z I l ICV FSga` E 1\ I\ \ / ; t II / / /� u 2 � \ � \ gyp \ \ � - \ \ \ V \ \ • \ \ T �Gj� U� �\ / \ S\/ I / / / j I r1j E 5k / // \ \ $q\ \ \ \` 8'� \ \ i I / VINEYARD ai E v � \ \ \ N \ ✓ / / w — F� AREA~U / ✓ I \1 \ 01 I / ' --1 // k IC 8„BLOC ¢L+ 3 0IL It TENNIS COURTS O / I \ \ 1 I AllCb \ q C W v m Lu 75' SETBACK / / ICV \ \ CV / % I \\ \ /S a) M // I 1 \ I AN \ \\ I v 1 z W \--- \ —4gIE0 ? cv\ I I �p�x / �Q \ / // I i I I I / _ �. AN \ �� —uGT� _ 1 \ I `1 � ce a� - COVERED BRICK AREA / / / i I \ \ - / OAS\ \ —r UGr— �\ / ' _ a ry ICV \ 7 � ICV JC7 / i� I Ir 1 \ \\ \ J4/ V \S,\ \!i Q\ \\ 1 UG H QN r aEill i M ASPHALT \ \ \ \ \ \ \ \ \ } I \ \ a V I \ \ // 1/ / / 1 I \ \ / \ \\\ \ \ OT< r \ G c0-1 CV o w / \4, \ \ �� 1I 1 �cA'ALd ' I / // / / / � // ,--, -1 ✓ 1 g\ \ \��_ Q[_oh I JOa// / /1/1 \ i`pApy ICV 0 _ _u \ \ O 9 ic \ w / \ \ \ \ > Iv 126 D/ MATCH EXIST- Q ±426.79 / .F / \ ( - \ \ \ \ \ \ \ \/ / 1 / / I F��Oo ®\ \ \ \ \\ \\ \ \ \ z GPI / / / I I J OR 49 O U i 8 \ 100' POND BUFFER 4\ / \\ / \ \ // // C'G I I ` 1 ' \_ FTF / ''\ _ "\ \ \`\ \/Z O MATCH IXIST. Q� J \ \ S / / ±427.65' \ \ / \ JI' GQ /�� \ \ \ J I J / J / / / ,cF \ JCS !'G \ \\ \\ • ^ �or SANITARY SEPTIC LID \ \ g \ - - / _ 3 RFq \ • 5� ±�' / / C TOP=423.77 \ \ r / / / \ \ \ A 8 \ 6"'-8" SAN PIPE N \ • / / / \ l \ s / / \ (APPEARS TO BE � Z - I I I I ( / ( / / / / I FROM BUILDING) , \ • P N ' / / /\/ / / / / / - - / 1 - �i \ 1 I I 1 l I I / / l STA�pFO / I • • / I / \ SANITARYMH • l J\ CONCRETE / ®// / / / / ' ' ' \ \ \ \ �Gr \ - - \ \ \ \ ` \ \ \ 0 rq / TOP=435.65 I PAD S Mp \ IST. t428.69' > / — — / / / \ . ' \ \ 1 1 \ \ �� / 1 FOCO,yC \\. \ \ lNV 1N=427.76 IX r // - - \ QFjF / / INV OUT=42702 • \4 / / / / \ \ /00/ �RIGItWALL \ / VOLLEYBALL \ 428A5' / / / I \ _ _ _ _ , _ ' ,� \ - \ \ \ \ \ / O� TOP=43\ / NET POSTS -�435 8�� / SIDEWALK \ EOI t I / \ 428.04' \ co \\ A�LLN a6) \ \\ I- ` - \ \. \ \ / \ / `- / `\ \ \ ` �`�\ ` \ �.` _ t Co \ \ NC,QFTF TOP O428.52' 1 \ \ \ \ \ NC I / 429.50' \ I TOP \ TW 429.18' ) \ ` \ \ 429.50' r. 0 \ BW 427.18' \ ` \ ( _ \ \ \ \ `\ \ `\ \\ \\ \ . \\ \ _ - - UGP /'OO I \ A-YGROUN l \ ` 1PME7VT TW 429.50' .a \ \ \ 427 15' BW 427.20' / \ \ \ \ \ 429. ' i �\ \ ` aQ Y J \ \ 4\ 1 \ y2f \ ._ \ \ _ .✓ —\ \\`� ) \ " \ _ \ \\ __ _ � _ 1 A/ a29.50' \ \ \ \ TW 429.18' \ \ \ \ — \ _ \ BW 427.18' \ ` \ ` \ yc /I \ \ ��_ — — — '— //_ — \ 12"WHI7`E OAK 429.50' \ \ \\ \ \\ \ /— 2`Z\ \' ✓ \ i \\ \ \� \ ^ \ \ _\ \` _ \ — _ _ / — '/ _ \\ \ ~ \ \ \ \ \ \ \ \ HP429.40' \ \ \ \ / \ \ 12"WHI7E0 429.40' \J I l—\``\\WPYBUFIR 429.5 428.25'\ \ 1 \ \ \ \ \ \ \ FFE=\ \429.50' 4287 ' 428 � \ \ \ \\ \ -. \ \ I _ — \ ` \ ` \ //'/ -.y/ / y — — _ \ ` \ \ ` L \ \ ' — \ \ \ \ \ / ` 30" WHITE OAK- 9 TAR OF SLAB ` \ \ \ \ \ \ \ \\ 1 ^ 1 ` _ / // / ,\�✓ - ' �Y ` / \ ^ \ \ \ L _ - - \ ' _—`^ '\ / ,\ \ v \ 4'DECl0002k5 wtS KESWICKCLU)3, ¢LC \ \\ \ \ \ \\ \\ \3A \ DB.\4,723, PG. 5k6 \ \ \ ` \ ` \ \ ` \ \ \ \ ` - - _ \ PARCEL ID: 08Q00-00-00-0P1BO \ \ \ \ \ \ \ \ \ ROD/F \ \ \ \ \ \ \ \ \ \ \ \ ' , \ `. C5.07 C5.05 SCALE 1'l co C5.08 \ / THOMAS M. TAYLOR— \ DB.5074 G.214 'PARCEL ID. 08000-)90-00-011A0 \ \ ` \ �4 \ \ ` _ _ \ \ _ - , \ ^ \ \ _ z 0 a V w ❑ z Z � 0 U1 g � Z g Z i z a y O ti O O W N Q rn ❑ N o DATE 03-26-2018 DRAWN BY A. ALLISON DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE ,/^�1 "=20' V/ W W 0 I.SL w z z 0(c0 z>U) /r< z Vl u a z Lu OJ Q 02 W z m 1-1 Q Q v J `2 i U W i JOB NO. 40241 SHEET NO. C5.09 m L 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 rlNNV +40.27 1.85 447.93 (GT.2-1946) 447.94 (46A46) T 446.00 (4645) ASIR PROP. GRADE EXIST. GRADE 450 450 445 445 GT.2-1946 46B-GT.2 19.07' OF 6" SDR-35 Pt SDR 35 PVOC @ 5.00 /o @ 1.05% 440 GREASE INTERCEPTOR 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 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 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 4140 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 TOP 453.36 27 INV IN 448.32 (HALL-13) INV OUT 448.32 (27-26) ARn 4" CLEANOUT STA 10+31.50 TOP 452.00 INV IN 447.06 (26-25) INV OUT 447.06 (25-6) MANHOLE 6 STA 10+85.02 TOP 451.15 INV IN 445.45 (25-6) INV IN 429.78 (EX-8") INV OUT 429.67 (6-5) ARn PROP. 455 GRADE 455 EXIST. GRADE 450 450 INTERN/ CONNE00 445 27-26 20.56' OF SDR-35 PVC 53 55 6 SpR-35 pV @ 3.00/ C 445 @ 4.25% 440 440 STORM PIPE (449) 26-25 10.94' F 4" SD4 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) dR5 EXTEND EXIST. 6" SANITARY PIPE TOWARDS THE GOLF COURSEAND CONNECT TO PIPE G.C.-12 INV. = 436.64 - CLEANOUT STA 10+34.43 TOP 451.50 INV IN 444.99 (32-31) INV OUT 444.99 (31-30) CLEANOUT STA 10+05.09 TOP 452.20 32 INV IN 446.75 (HAL L _ INV OUT 446.75 (32-31) ARn A 6" SE CLEANOUT STA 10+56.16 30 TOP 451.40 INV IN 444.55 (31-30) INV OUT 444.55 (30-7) MANHOLE 7 STA 10+63.32 TOP 451.30 INV IN 444.41 (30-7) INV IN 431.44 (EX 8") INV OUT 431.44 (EX 8") ARO PROP. GRADE EXIST. GRADE 455 455 STORM PIPE (451) 450 450 1 INTERNAL DR( CONNECTION 445 445 HALL-32 10 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) MANHOLE STA 13+08.15 1N 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 TOP 453.35 INV IN 432.86 (9-8) INV IN 447.89 (35-8) INV OUT 432.66 (EX-8") dF5 / 450 450 PROP. LOWER LEVEL GRADE J INTER GOLF CLUB EXIST. CONN / r 445 (GRADE / 445 INTERNAL DROP CONNECTION /� 440 - 440 435 435 G.C.-12 30.36' OF SDR-35 PVC 430@ 1.50% 430 12-11 11-10 10-9 9-8 61.26' OF 61.00' OF 61.40' OF 94.12' OF PORTION OF 6" SDR-35 PVC "SDR-35 6" S R-35 PVC 8" SDR-35 PVC LOADDERCH @1.50k @ 50%PVC @1.50/0 @0.50k (SEE TAIL) 425 425 NAL DROP ECTION NOTE: CONTRACTOR TO FIELD VERIFY THE DEPTH OF EXISTING UTILITIES AND NOTIFY ENGINEER IF A CONFLICT EXISTS. 4 CLEANOUT CLEANOUT STA 10+75.93 �S'y STA 10+21.24 45 �C TOP 451.85 46 TOP 45 O 1 INV IN 447.93 (GT.2-1946) 4'4. INV IN 444.91 (4645) U CRAIGw J. K 211,1KI INV IN 447.94 (46A46) INV OUT444.91 (45-9) Lie. No. 0402048507 INV OUT446.00 (4645) MANHOLE 1! 0-7/2q/20� MANHOLE STA 10+43.67 CLEANOUT STA 10+95.43 9 TOP 447.50 O 8 `r,IOATALO CLEANOUT TOP 453.35 STA 10+00.00 46A TOP 452.50 INV IN 433.43 (10-9) STA 10+00.00 INV IN 432.86 (9-8) INV IN 443.87 (40-9) TOP 454.40 35 INV IN 447.89 (35-8) INV IN 448.36 (REST.-46A) INV IN 443.57 (45-9) INV OUT 448.33 (35-8) INV OUT 432.66 (EX-8") INV OUT 448.36 (46A46) INV OUT 433.33 (9-8) Ai ARn 4Rn aFn 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) MANHOLE STA 11+47.18 5 TOP 432.75 INV IN 427.46 (6-5) INV OUT 427.29 (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 0 TOP 437.75 0 5 INV IN 425.20 (1C-1B) PROFILE SCALE INV OUT425.20 (1BAA) 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 450 450 445 445 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 :q PE (503B) JJJ (SEE DETAIL) p 425 4-3 _y 425 6 5 2.1T OF 79.41' OF 147.18' OF 5-4 8" SDR-35 PVC8" SDR-35 PVC 1A-1 8" SDR-35 PVC 60.19' OF @ 0.50°h @ 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 FVC @ 0.50% @ 0.50% 415 415 C-1B 1D-1C, 10.99' OF 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 M E 0 N OV N ul c E w E a 3 ❑ U. o W t M Uc0 W J -Ln a>oN fA Ur W N z 5 ° �O x 0 R w (n = N N U Q � c Ln ON y N N M 00 J C) H Z O a_ U U) w ❑ z Z � O u w(n � Z g Z i z a ti a 0 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 "=50' V/ W W /O I^.L H� `W 1 (H� V / Q Z_ 0 z >Lu } J Z 1- 4 r^ 0 LL 0 0 z Lu W O J a Q ~`-4 W 1 m E� J 0 Q J \2 i U V W JOB N0. 40Z41 SHEET N0 C7.01 0 c 0 a ai .N cc c N m m N 0 I? C o. c m 0 0 N 0 a 0 c y 0 c m r m n C `0 T 0 Val � O o W C� CL °O a� 0 c m 0 C c (D la y � C c o 3 U) u Z O m 2 n 2 x P: o or i' 5 0 o. w 0 o. rn >m 0 A aa) o a) a) N C O .y.. U O V = C U a) 0 � c 0 c u o � U c O C U -° O L F E L