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HomeMy WebLinkAboutSDP201800017 Plan - Other (not approved) 2018-08-24KESWICK HALL CENTRAL ENERGY PLANT DEMOLITION AND RENOVATION TAX MAP PARCEL AND OWNER INFO EXISTING ZONING: MAGISTERIAL DISTRICT: EXISTING AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA LIMITS OF DISTURBANCE: 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 RA SP2008-00042 KESWICK HALL/CLUB RIVANNA PARCEL 08000-00-00-00900 = 6.92 AC. PARCEL 08000-00-00-008ZO = 161.66 AC. 2.74 AC (MAXIMUM) 0.18 AC 2.86 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 PROPOSED USE: EXPANSION TO ENERGY PLANT TO ACCOMMODATE INTERNAL FIRE SUPPRESSION (SPRINKLERS) FOR HOTEL. MAXIMUM BUILDING HEIGHT BUILDING SQUARE FOOTAGE EXISTING PARKING: PARKING REQUIRED: PARKING PROVIDED: LOADING SPACES PROVIDED: WETLAND IMPACTS: UTILITIES: DRAINAGE DISTRICT: 17.13' 1,841 SF (2,185 SF UTILITY YARD) 117 SPACES 1 SPACE PER EMPLOYEE ON LARGEST SHIFT (INDUSTRIAL USE). NO ADDITIONAL SPACES REQUIRED FOR CENTRAL ENERGY PLAN EXPANSION. NO ADDITIONAL EMYPLOYEES PROVIDED. EXISTING LOADING SPACES PROVIDED ON THE SOUTHERN SIDE OF KESWICK HALL. NONE PRIVATE 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. MAJOR SITE PLAN AMENDMENT SDP-2018-017 COUNTY OF ALBEMARLEVIRGINIA 3/26/2018 SITE oJ`yaRa Est LOCATION Keswick Hall FOX HILL ROYAL ACRES Eaa Aso zso SIGHTS _ 74a MAGRUDER Keswick FITZWOOD VICINITY MAP 86S 6tss 1 II = 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 A& a� m x kip, rt COUNTY OF ALRFMARLE Department of Community Development 401 McIntire Road. North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 July 24, 20I8 Williams Mullen CIO Valerie bong 321 E. Main Street, Suite 400 Charlottesville, Va 22902 RE: SP201800001 Keswick Hall and Golf Club Dear ibis. bong, 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 fax Map Parcels 080000000008Z0; 080000000060A0; 08000DO0000900 in the Rivanna District. The Special Use permit was approved by the Board's adoption ofthe 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 AIVIEND3UNT; and • approval of a ZONING COMPLIANCY 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. Sincerely, Megan Nedostup, A1CP Principal Planner Planning Division Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C2.0 SHEET INDEX C2.1 EXISTING CONDITIONS C2.2 EXISTING CONDITIONS C2.3 DEMOLITION PLAN C2.4 DEMOLITION PLAN —rnlnAr n nrnin nr nnin nrninnr C4.0 SITE PLAN C4.1 SITE PLAN C4.2 UTILITY PLAN C4.3 UTILITY PLAN C4.4 UTILITY PROFILE C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN n n1A/-+rnArnlT nl In AnAAn\/ nor nr\/rl onto —....—... .Wwwr...... — -- --- — n A-- rn — FP-1 FIRE SYSTEM LAYOUT FP-2 FIRE SYSTEM SECTIONS FP-3 FIRE SYSTEM DETAILS FP-4 FIRE SYSTEM DETAILS FP-5 FIRE SYSTEM DETAILS L1.00 PLANTING PLAN AND SCHEDULE L2.00 PLANTING DETAILS TOTAL SHEETS = 21 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPIECTIONS AR13 DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT RESOLUTION TO APPROVE SP 2DIS-01 KESWICK IIALL AND GOLF CLUB WHEREAS, the Owner of Keswick Hall Eled an application to amend a previously -approved special use permit (SP 200800042) for Tax Map Parcels 08000-00-00-008Z0, 08000-00-00-060A0, and 08000-00-00-00900 to relocate and expand the spa and fitness center, add a pool bar, expand the energy plant add a new maintenance and laundry building, relocate the existing restaurant to a stand-alone building, and add a wing to the existing inn for 38 additional rooms, as well as make site changes to the parking and circulation, and the application is identified as Special Use Permit 2018-00001 Keswick ]-Tall and Coif Club ("5.P 2018-0 1"); and WHEREAS, EREAS, ort May 22, 2018, after a duly noticed public hearing, 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 Coromissioin meeting, the Applicant submitted an updated Conceptual Plaii 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 SP2018-01. NOW, THEREFORE, BE IT RESOLVED that, upon consideration ofthe foregoing;, the staff report prepared for SP 2018-01 and all of its attachments, the information presented at the public €tearing, and the factors relevant to a special use permit in Albemarle County Code § 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2018-0 1, subject to the conditions attached hereto, including Condition 01, which references the Conceptual Plan dated June 11, 2018 and the Narrative dated January 16, 2018, updated June 11, 2018. I, 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 =o as recorded below, at a meeting held on July 11, 2018- Clerk, Soard of eountySuper ' rs l%4r. Dill Absent Mr. Gallaway Y ms. Mallek Y Ms. McKeel Y_ Ms. Palmer 'Y Mr. Randolpb Y SP-2018-00001 Keswick Hall and Golf Club Conditions L Development and use shall be in accord with the conceptual plan titled "Keswick Ralf & GelfClub Special -Use Permit Plan" prepared by Hart Howerton and dated June 11, 2018 (hereafter "Conceptual PIan"), and narrative titled "Keswick halland Go if Club Project Narrative" (hereafter "Narrative"), dated January 16, 2018, updated June 11, 2018, as determined by the Director of Planning and the Toning Administrator. 2. The restaurant, tavern, and inn and accessory uses shall not consume water in excess of existing permitted capacity ofthe existing water system (76,000 gallons per day) and sewage system (60,000 gallons per day). If the central water or sewerage system must be expanded to meet existing or future demand for residential users, the applicant shall seek and obtain ali necessary approvals for expanding the system from the Virginia Department of Ifeaitb, the Virginia Department ofEnvironmcntal Quality, and the Albemarle County Board of Supervisors. Any expansion ofthe 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 1A shall be issued prior to the completion ofthe aforementioned water system improvement_ 4. The applicant shall seek and obtain all necessary approvals by the Albemarle County Board of Supervisors for a water system improvement to support expanded permitted capacity of the water distribution system as described in the 2017 Water/Wastewater Plan before any building permit for the proposed improvements described in Phase I of the aforementioned plan may be issued. No certificates ofoccupancy for the improvements in Phase IA shall be issued prior to the approval of the Virginia Department of health, the Virginia Department of F,nvironmental Quality, Albemarle County Fire Rescue Department, and completion of the aforementioned water system improvernerrt. 5. No unplatted property shall be subdivided and no approved subdivision plat shall be retarded unless the applicant demonstrates to the satisfaction ofthe 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. Notbinghereia shall guarantee approval of such amendment or permit. In making this dcmonstration,'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 imt 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". R. All parking areas established or expanded after July 11, 2013 shall comply with a minimum 25-foot setback. 9. Keswick Road shall be the primary access. Op 0 Q CRAG W J. I,OTLARSKI Lic. No. 0402048507 5/21/I8 .� 4 -A M E O O MU N N Ln O Q O > E W N E a+ =,5;, ~ U LUami � Q U o � 0U- Lr\ W O n3 ,, Qa J U 00 NO N ('j W O �X LL- = U > kD Q c Ln o M a.-, N � M �j- 00 J to O (D O 0Y H 0 w > w_ 2 U Q z O U) > 0Y O z O z O a U L0 w Z Z O LU OO v U Z Z O O W W a a O O W W j j W W 00 w \ \ DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A z 0 I --I \Q 0 z W �c 0 z Q z 0 I­4 I� J 0 a G ~ z 10 z W 0 0 w U (� J V Q LU W m zQ W J L� 1 z W U J J 2 i U 1— 4 Vl W JOB NO. 40241 SHEET NO C0.0 6 Z3 2! Cn U > 0 0 is O 2- M rz c 0 0 c Cn c� 0 N 0 3 c W �0 o O Z 00 O C — T � M E O � at M rn a_0 D U 0 R U U) Z C/) Cn 0- g x N w N 0 T (1)O n o O- (t Cn M U � O O U C6 0 0 Cn U O O E � U � O t) �U O � U c U) 0 O � U Q o C/) 2 � E L- LEGEND ROADS - TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE N0. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH CENTERLINE OF DITCH BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER S EXISTING SANITARY SEWER WATER EXISTING WATER LINE g" yy PROPOSED WATER LINE g" yy PROPOSED VALVE IT+ g" yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) I­M A MTA I/� TIC = 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 GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 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 ICC/ANSI All 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1, Prior to any construction within any existing public right-of-way, 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. AlI 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, S. 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). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. 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) 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). 1.5"DIA GALV RAIL (TYP.) 12" MIN (TYP.) 12" (TYP.) WASH 112" R �- a (MAX.) 1--011 FINISHED U EXP. JOINT 1 /8' WASH 12" MIN (TYP.) 2'-1011 EXP. (TYP.) 2'-10" JOINT FINISHED GRADE J� 511 \CONCRETE q3 REBAR (12" O.C.) # 57 STONE a 1 d 9 a (2) #5 REBARS1,, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT __> NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% q V 3,000 PSI AIR -ENTRAINED a)CRATGW J•Rt3FAR5KI CONCRETE Lic. No. 0402048507 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER NO g/2 I A 8 DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS �ONA�. � "a NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN �`�' ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale " TYPE 21-B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES GRAVEL SECTION ON PLANS GRAVEL SECTION No Scale RP 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT THROUGH U EX. SURFACE uJ COURSE X w & REMOVE w PAVEMENT 2" + EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. EDGE OF PAVEMENT 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 Q61, a 4 5' CURB TRANSITION DETAIL No Scale PLAN FREE DRAINING SAND. URSANGREEN PLASTIC PAVER BARED SD$BASE TRIO OR NON -WOVEN GEOTEKTILE 'ARED SUBGRADE SECTION 1 HIS DETAIL IS INTENDED FOR GENERAL USE AND REFERENCE ONLY, AND IS NOT SUP SPECIFIC. ............ ............. • R SPECIFICATIONS 62• x 3z^ � 1^ HT: 46.20 OZ. LED BTRENGTTI: 233 P" 1: HUPEIPPCOPOLYMER R. BLACK URBANGRREN PLASTIC PAVER TABLE 1: TYPICAL SUB -BASE (D) THICKNESS REQUIREMENTS W/ GEOGRID ID) SUB -BASE APPLICATIONILOAD CBR STRENGTH OF THICKNESS (IN-) (SEE GEOGRID SUBGRADE SOIL NOTE 3) (SEE NOTE 1) .6 5 T%5 FIRE TRUCK AND 4-6 7 TX5 OCCASIONAL HFAVY VEHICLE ACCESS 24 11112 TX7 1-2 19121 TX7 '6 5 TXS LIGHT VEHICLE A. F- AND 5 TY5 SPILLOVER CAR 2-4 WIG TX7 PARKING 1-2 1411 B TX7 CRR • CALIFORNIA REARING RATIO GENERAL NOTES 1. IF CONTECH GEOGRID IS OMITTED, THEN THE TOTAL SUR-BASE LAYER THICKNESS MUST BE INCREASED BY 50%.IF SUBGRADE SOILS ARE IMPERMEABLE AMC NO GEOGRID IS USED, A NON -WOVEN GEOTEXTILE Wl RECYCLED CONTENT IS RECOMMENDED AND SHOULD HAVE GOOD PERMEABILITY AND POROSITY (50-70 PORE5 PER St1UAREINCH). 2. IF AN UNDERDRAIN IS REQUIRED USE 44NCH DIAMETER PERFORATED PIPE LAID AT MINIMUM GRADIENT 1:100, BEDDED ON GRAVEL IN TRENCH BACKFILLEA WITH APT TYPE A' ORAL NAME STONE, COVERED WITH AWOVFN GEOTEXTILE FABRIC AND LFADINGTOA SUITABLE OUTFALL OR SIORETENTION AREA. DRAINS PLACED DOWN CENTER OR ONE EDGROF ACCESS ROUTES UP TO 16.5 FT. WIDE. WIDER AREAS MAY REQUIRE ADDITIONAL DRAINS AT 16.5 FT.- 33 FT. CENTERS. DRAINAGE DESIGN BY SPECIFIER BASED ON SPECIFIC GROUND CONDITIONS ON SITE. 3. SUBBASE SHOULD BE A SANDY GRAVEL MATERIAL FROM LOCAL SOURCES COMMONLY USED IN THE PREPARARON OF A ROAD BASE AND WALKWAYS. SUBBASE GRAVEL AGGREGATE TO BE %INCH MINUS CRUSHED ROCK WITH NO MORE THAN 3% PASSING THE#20O SIEVE. MATERIAL SHOULD BE NEARLY NEUTRAL IN PH. 4. URBANGREEN PAVER, GEOGRID AND GEOTEXTILES BY CONTECH ENGINEERED SOLUTIONS: 8069255241 INSTALLATION NOTES A THE CONTRACTOR SHALL COMMENCE THE WORK AFTER ENTIRE SUBGRADE HAS BEEN FINE GRACED AND COMPACTED TO SPECIALU TOLERANCE. B. INSTALL SUBBASE COURSE MATERIAL OVER PREPARED SUSGRACE TO ELEVATIONS AND DEPTHS SHOWN ON PLAN. INSTALL MATERIAL IN LIFTS THA7 bD NOT EXCEED 41NCHE$, COMPACTING EACH LIFT TO 95°h MOOIFIEbPROCTOR DENSITY. C. USE CONNECTCRE PROVIDED TO MAINTAIN PROPER SPACING AND TO INTERLOCK THE PAVERS D. PAVER PANELS TO BE INSTALLED WITH THE LARGER CLOVER OPENING FACING DOWN PAVER MATERIAL SHOULD BE COVERED IF EXPOSED TO SUN AND OUTSIDE ELEMENTS FOR MORE THAN 30 DAYS. E PAVERS CAN BE CUT USING A HAND OR POWER SAW TO FIT AROUND OBSTRUCTIONS AND CONTOURS. PIECES WHICH ARE LESS THAN HALF THE ORIGINAL SIZE SHOULD NOT BE USED. F. FILL PAVERS WITH THE SPECIFIED SAND. FILL MATERIAL SHALL BE IN5TALLEO TO THE TOP OF THE PAVER AND NO HIGHER THAN 1144NCH ABOVE THE TOP OF THE PAVER- ONCE THE FILL MATERIAL IS INSTALLED USE ALIGHT VIBRATING PLATE TO CONSOLIDATE THE PAVERS AND TO SETTLE THE ROOTZONE INFILL. G. CARRY OUT SOD PLACEMENT OR SEEDING, FERTILIZING AND WATERING PROGRAM. A VERY LIGHT TOP DRESSING MAY BE APPLIED TO JUST COVER THE SEEPANC TO PROVIDE ApEauA7F GERMINATION CDNDITIONS. H. ILLS PREFERABLE TO ALLOW THE GRASS TO FULLY ESTABLISH PRIOR TO VEHICLE TRAFFIC. M >_ 0 M o N � c > E LUa� E ~ V (U 3: Q LL .61 o 0 L w O ra Cl� W L M Qa J U oe LUJ - Lrl > o rn Ln o N () W z " }, D X <� � Ln 2 N = U > Ln Q Ln c 0 °1 } N Ln � M a � CO J U) O (7 D O 2 H 0 w w_ U Q z O Ln > ZD O Z rL z 0 a- U (n w � Z Z 0 > LU OU OU Z Z Z)Z) O O U U ck� ck� W W 00 W W j j W W ck� ck� 0 w \ \ O DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE N/A z O1� 11 \Q O z I,.�-1 L.L 0 z Q z O I --I I -I O Q J � z ~ W ~' Q C) C W 0 z 2: 0 -j o z W Q Q �Jwl W LU m 2!Q z LU LL z U-1 U J Q 2 U1� 11 v LU JOB NO. 40241 SHEET NO. C1.0 �0 �0� 2 (3 aCLi U) L Z 00 02i T co w E o c 0 CU in a.o D U O U z O 2 n g x 0 aD 0 0 0-- 0 0 CL W U C X 0 (1) U (n @ 0 W 0 C: -2� E -0 � 0 U � 0 -0 La T U 0 C U -0 'Cm co (n C N 0 C:U 0 Q� L_ EXTERIOR STAIRS & HANDRAIL No Scale i REFERENCE LINE- SHEET C2.1,C2.3,C3.1,C3.3,C4.0,C4.2 AND C5.0 p \ 1 \ o — \ \\ p\ \ zG6 CRITICAL II �\ SLOPES (TYP.) % / / ♦ -_A 5 Q 1 ) 1 X \�O��p1 \ \ 1 ° o _ \ \ \ \ \\\ ,/yRQ, j // \ Of �LIMITS OF SURVEY \ \ CRITICAL \ \ \ \ \ \ \ SLOPES (TYP) \ 1 °/ UGP� t J / BU/LOINOO \ \ �� ^ 11 G� Q�� / 449- \ \ —/ / / / TOPR=45 88T \` \ \ \ \ \ ! 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LOCATION 30' \ .� / VEPCO N EASEMENT r^ /N/VERTNOT'OBSERV J N • \ ( / / I \ \ \ � /LOCATION SCALEOJ TOP=45254 ( _ ,� // / / ( / JIt 11 II Z\ I 1 / \ — l / r ( NV ER N�E /� 1 < \///\`,` /-- `v\/ _ 438 \ \ \ \ \ I \ ,• { C� �\ _ p`��^ \ I / I / �/ \ ` / SyNITAR MH TOP=453198 \, pp / STORM GRA — ' \ — •\ F � l TOP UT=444.68/ / J \ 4 ^ \ �yb r % l P RO L CAT/ N 30' l/ \ / \ ¢ \ \ /`j / 1 I I — \ 438/ \ \��\ \ \ — — aka \ \� — _— 5��5' \ �� =— \ ' l< 1 J /' / �k6h _ // / // \\ / / \\v `✓��—�/ �k�` ( /— / — ( 425\ \ \ —lr G�/,A / I \ \ \ � \ � — �` / \ b� � / � � / � Iwal�/ � ,. � 1• — ` � _ _ — I — L � _ ll/ (I I / J I / N I I I I / / b r r�O —\ �TINOVR` lM BUFFER I _TI —1 / AS/ 44 l \ \ \ 443 01 1 /��3g11\IIII( L .,Ac' ' — 439 �k ► I 11 I I 43 S \ \\ ✓� SANITARY I� (^ � / _ / N IM 1 v , \ /.\ \\\\ \ \ \— — \ — / \ \ \/ TOP 431.98 / I /� III I \ / SLOPES (TYP)`� \ \ — — _ — — A O / I \ 1 /NV IN 425 93 / V I CRITICAL f — \ \ / \ \ \ � � I /N�GNT-42569 r 4 I / \ ✓ \ \ \\\ \ �_ \ \ OP/ \ \ \\ _ / \ \ \ ' ` ! ti \ \\\ \ / —435, w �\ A3 \ \ I — 1 ✓ _ // / / 3 /I \\\ L \ _ \ \ \\\ \ /\ (/G,, c� — \ \ /� 1r/\ -\ _ APPaoILGT / 1 \ •\ \ \\ \ / I / CQpIGR Y — J t. • /� \ LOCATIBIV S A EDE NT / / / f I I R \ \\\ \ I �\\ 3g / .gc4 \ \ 4 _ / \\ ///� , tk`�/� III I I I \ \ \\ \ ✓WGGDEN BT 1 \ Llr Tzl2 P 43DK p \ l CD 2'PAVERS r 3 \~lp 431" — os� // / / _ — \ \ 4'WOOPfENCE l/ \ \�M \ M Mj✓,i\ _ _ _ — `—_ _ _ \ \ \ \\\\\ \ \\ \\\\\\ \ \`424. v \\— \' �� \ \ \> \ L \ \ — \ v \ \ \ \ \ \ \ ✓�— — — \ f % (W 1 \— \T \ \ \ \ \ \ \ \\ / — — — — 429 \ c ' 4' —I \ \ \ \^Q\— ~` REFERENCE LINE- SHEET C2.2 C2.4 C3.2 C3.4 C4.1 C4.3 AND C5.1 \ \ \\ \ 426 / 7 L \ \ \\ A28\\ \\\ \ / \ \\� \ \ 1 /c/ ) \ WID SATNOITP 2Y1M.2H \ \\ I \\lI ll \\ INVNss\ N , 1 <\ \1 \ \\ \ 4 3 5 ' O 41852 _ \ \ \ \ Qa77 \ \ \ /// / / \ \IIII (_ \ \ \ \ \\ \ J, / , \ 1� \ \ \ — \ L—\—/� \'��\ 1 \\\ \ \1 \ — \ \ \� \\ ,� ( \ ICI M 00 Q z SCALE 1 "=50' now 0 50' 100, c� CRATGW J. X,0'r kRs KI Lic. No. 0402048507 ,��12 1/0 'A 01VAL M E O N OU N � >� Lu e 4� ~ U Q LL o LL LuLu 0 �6 0C Lu = QJUc0 a J — uP Lu H � (raj,rj p N (q W zI.- 0 X Q J � o a : Ln _ N = U > Q c ul O rnN � M CO J C) H z O a U U) w z Z Z O Lu C) (Z) C) C) a a O O cl� ck� ca ca W \ \ \ W DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 111=50' z 0 I --I 0 z W z z 0 H� J 0Q 1--I W 0 W > Q z � Q_ u W � J Lu r n Q 2 vC)/ IL w W m z a W z W U J TZ U) W 30B NO. 40241 SHEET NO. C2.0 I N � �O -0O� CL m0 og O a) C an cII (n 0- 0 2 V U) Z O Q X N 0 0 0 s2 O '3 Q 7 a) O y L cn cv 0 O 0 E 7 U � 0 -O. -2_0 U 0 U) 0 U) :- � U L c � cn c: 0 � U CL 0 U)i aa) L E ry L STORM GRATE INLTE FIRE HYDRANT �Q WELL ® WATER VAULT ❑s TRANSFOMER / ELECTRIC BOX as LIGHT POLE GROUND LIGHT ® UTILITY VAULT OU UTILITYMANHOLE ® CLEAN OUT OO BOLLARD SIGN Ac HVAC UNIT © TELEPHONE PEDESTAL © CABLE PEDESTAL 0 STEEP SLOPES -CRITICAL 40 CRITICAL / ' I G I / / \ /, / / /" I 1 �\� 1 I /x C1 0 \ o / SLOPES (TYP-) / �i / 1 P, 1 ( I / /t / ", ,, GO 0� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ kl� ' \\\ l STORM GR�1\TE \ \ \ \ SCALE 1 -20 / / / \ \ \ TOP=437.27 \ O \ \ \ \ \ \ \ \ UNSPECI /ED WIDTH \ \ I \ - \4� \\ \ \INV 1N=427.0 \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 0 20' 40' C2.2 ELECTRIC EASLMENT \ \ \ /\� , NV OUT=426.9 \ \ Q I \ \ \ \ \ DB. 1284 PG. 4,10 I \ � STOFIZM GRATE / I \ �C sr \ / 0 / \ 1 9, \ \ -° TOP=438.68 \ \ 1 \ \ \ \ \ \ \ \ \ STUCCO WALL \ � � \ \ \ \ \ - \\\ lNVlNI=432.54 \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ ' r 1 \ / co M \ - \ - INV OUT=432.53 \ \ t \ \ \ \ \ \ \ \ \ ` \ \ I 1 , f ❑ CONCRETE PAD \ \ \ \ `\ \ \ 1.5'W \\ \ ► LIMITS OF\ \ \ \ \\ \ \\ /C \ - / / \ \ \ \ COBBLESTONE\\ ` \ SURVEY \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ \ I \ CRITICAL R ' / / /\ '( \ 1 � / / / \ \ 4sr/ EDGING � \ \ / \ / / \ \ 2.�rWAIR \ \ SLOPES (TYP.) tic VENT \ \ \ \ U�� BOX `TO B IDNG \ l / 0 _ _ _ - -ASPHALT \ l l Q / O i BOX' \ \\ \ RS \ \ \ t, 1 \ \ \ \ \ \ \\ \ 11 I i i /1- ° PAVE \ \ ` \ , t , \ , \ \ \ \ \ \ \ \ \ , \ I , f ; , - \1 r \ \ \ _ UGP- -- - O 5� \ \ 1 \ I I - \ - 1-UGP- U/ \ \ \ \\ \ \ \ \ \ \1 I\I\ \ ` / GP GO ASPHALT P \ \ G / v G - 0 'CTO \\ n \ \\ \\ \ \ J \ \ \ \ \\\ \\\\ \\ \ \ \ \ T 60 T R BUILDING \ \ O \ �� 11 \ \ I \ \ \ I ` \ \ \ \ 1 \ \ \ \ SlZ ES ` 1 ROCK WALL G\\ \\ l I \ \ \ \\ 1 11 \\ \ \ \ \ _ N4z \ 33 \ n \ / / \ \ \ \ / V I \ \ \ \ \ \ \ 1 P APL�O�G q6 / \ (/ �A / I s37o° HH ROCK WALL \ \ \ I \ \ \ \ / , / \ \ 447- ° LJGPOl W �\ \ \Qs, \` _ \ / _ - \ \ \\ \\ \/ \\ \ \ \ /^\ I✓ \ �J O / e, \ \ \�G� \ _ - j �\ \ \ \ CONCRETE \ \ \ I 1 \ \ \ ✓ / l / \ \ \ \ \ \ \ \ \ c v c SL �`�: TO BUILDING \ ( \ \ \ - I \ `L� \ '��\ _ \ �\@\L\(JCK WALL G O \ \ I \ 8 e , I \� \ , l� ' 451.8 \ , / 1 SHRUB\ 1,(\ - OCK bQ/A \\' ` ly\ \ CONC PAVERS \ \ GP / - Q� \ \ \ \ \ / ��- \ �� \ \ \ CONC PAVERS 0 \/\ \ _--- \ \TOP=45 + �� _ '� \ \ \ \ \ u \ / \ \ \ \ \ \ \ \ UILDING \ GA -WALK \ \ _ J \ \ / GcA / /CV SL �, 4-ROC WA\LL 0 ° \ I \ TOP= 1.5 - \ \ \ \ - \ \ / / \ \ S/L� �\\\ -' \ ` STORM INLET \ \\ \\ \\ \, / \\\ - 449- - _ \ \� - - , \ l TOP=451.88 \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ I I \ 1 INV 1N=442.75 \ TO INV OUT=436.40 1 \ \ ` / ASPHALT UILDING \ 1 ` \ \ - / \ \ \ \ \ \ , \ \ \\ ` ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \I - \ CHILLED WATER\ 450 \ - QP SEND/RETURN lRR - G - , ' \\ \/ \ FF TILE=452.42 9 STORY STUCCO 1 \ \ \ \ \ \ \ \ \ I V \ \ \ \ U) HH \ BUILDING t \ TO UILDING W/BASEMENT /, - CONG1STis�S \ \ \ I 1 \ / \ \ \ \ \ \ \ \ \ 1 ASPHALT \ m m � � \ \ I I \ 'z\ \ \ Z G \ Ci9NC/lLO� \ \ \ � ,r- N Z ` \ \ \ 'WALL\ \ \ \ \ \ \ I \ � 1 \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ° � / 6 \ \ \� \ \ \ \ \ \ \ \\ \ \\\\\\ \\ \ I / GO m� m�� I ��\ \ \ \ \ \ \ \ \ M \ \ \ \ \ \ \ \ I ASPHALT \ \ \ \ \ �, \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ O -A m \ STAMPED CONCRETE \\ \\ \\ \ \\ \ \\ \\ \\ 1 I \ \\ I \\ \ \\\\ \ \\\\\ \\ \ \ \ \ \ \ \ \ 1 V Z - \ L \ I \ \ \ \ \ \ \ \ \ 1 / l l SHRUB/FLO RBEd\ \ t✓�P �\\ \ \ \\ \ \ \ \ \\\\`\\ `\ \ \ \ \\ I \ I \ \ / \, \\ IRR \ \\\ \ \ \ \ \ \ \ \ I I I I \ r \ \ \ \\\\\\ \\ \ O�G HH \\\ \ \ \ \ \ \ \ \ I I 1 \ \ \ \ \ ` \ \ \ \ \ 1 1 1 \ \\ \I I 1\ / J(\ \ \ \\ \ \ / / \ 1 1 I \ \ \ \ \ \ \ \ \ 1 / \ / \ IRR _ \ FF WOOD E \ \ \ \ \ \ \ I I I \ \ \ \ \ \ \ 1 I \ 1 rJ \ HH \=466.09 �JE \ \ \\ \ \ \ \ \ \ \ \ \ I \ I I I 1 \ _ _ - \ 1 \ \ \ \ \ \ \ \ \ \ \ I I I 1 1 �0 / - - - \ \ I I \ \ \ 1 I \ 1 \ ASPHALT / 0 STORM GRATE \ TOP=451.25 \ \ \ - BRICK ALK / � \ �\\ \ \ \ \ \ / / 1 - 454 / `\ \ \ / STAMPED \ \ / J Z '< S LRUB/SMALL �� \\\ \ C/L lNV=448.1 CONCRETE\\ \ \ \ 1 \ \ \ \ 1 1 1 1 1 \ I o - O / \ \- %� \� \ �\, (CANNOT OBSERVE ✓ POOL / - -JOINT PARKING \o / - \ \ I \\ ' & ACCESS EASEMENT EA \ \\ \\ \ \R� PIPE INVERTS) / l - R DB. 1282, PG.430 \ ° - ' \ \ \ \\ PEE APPROX. LOCATIONHH �0 \JG 20' UTILITY EASEMENT \ I 1 \ \ \ \ \ / / / \ \ DB. 1282, PG.430 \ \ \ \ \ \ \ \ I I 1 \ I \ \ ° / / / / \ �\ \ \ / / \ \ \ O IRA'\ / I / lC � � / / \ \ \ \ 14/V \ \ C� \ \ \ \ \ \ \\� \ _ _ _ \C% \ \ \ /� ` \ \ \ \ \ \ \ �4) ► 1 1 I 1 ` / 1 I I I I I I \ \ \ \'z I cP - \ \ \ \ \ \ \ \ I 1 I I I I 435�\ 6° 1 III I 1 III I I I �6" ° -° - E 1pp3 \ u \ \ \ \\ \ O \ \ \ \ \ \ \ \ X", �SHR B/SMALL\ < \ \\ \ J 1\ !I r JI II !I I ASPHALT / l TR\E AREA \ \ \ - \ \ /� Q \ - \ o \ \ A� \ \ \ \ \ \ \ \ I 1 \ \ / / \� \ \ \ / 11 ��00 �✓ /' ' \ \ \ \\ � \ \ \\ \ \ \ \ \ \ \ \---- 5\ y � \ � \\�\ • 453 • '� \� � 1 '� �i 140 \ \ A \ \ \ \ \ I I I I l I \ \ \ \\ � � \ �Q \ \ \ \ \ \ \ \ \ \ ` I 1- / COBBLESTONE 19 / CURB (TYP) 455 - ��/ / \ , \ OQ lRR N73 EM I - _ J I O Q lR - lf�R \ \ \ \ I�QCK-S \ S \ \ \ � \\\ \ \ \ \ \ \ \ \ \ \ \ \ - / N 8 I H \ \ \ \ \ \ \ \ \ / / /� ► I / 5 \ \ \ T(QL SL / I \ / O ` / \ \ SHRUB/FL \ \ \ \ \ \ \ o C�WER BED\ \ \ ��\ \ \ \Q �\\\\� \�\ \ HH ASPHALT \ l / �s Ot /R \HH \ \ \ \ \ \ \ \ \ \ r I ► \ , IR l \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S� \ \ \ \ \ I I I I 1 1 ► \ 1 / / / / ° // // , ° �6 // \ //UGP - �- I/\ /7O I ��1 IH 1 \ \ \ \ \\ t \ \\ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ / 1 ICVI SL DING I / / o �I G I\��/\ \'z / / // // I ► I I �\ I \ \\ \ \ \ I \ \ \ \ \ \ \ \ \ \ I I I I \\ 1 / / / I ► \/ \ G''� I _ '\ \ VV \ \ / I \ \�\ \1\\ 'zp / // / 1 I I ► / \ I 1 \ \ \ \ \ \ \ \ \ \ \ \ I I 1 I I 1 1 1 ) I I I 1 I I I I RIGATION I / / _ - - / / / � \' / / I \1 ► \ II / / \ / / I I I \I I \ 1\ I l \ \ \ \ \ \ / I ► 1 / I !I I I I _ 1` I I ► I I I I J 11 /1 I1 I I 1 \ I W� >� _ - UGP-1- UGP- �_ ! / / - / Oy /\ // \ Y / /// I I III� I / \ I ; 11 \ 1 \ \\ \ \ I i I I I I I I I I I / 1 t I I I J 1 \ 0 I \ / / ` \ \ SANITA/RY MH UGP� � / ,' , / � I / - / / �`L ' 1 I � O / I I I P�� / � \ I \ \ \ � / I I 1 I / 1 i� / / // POOL / X I I I I ' v I I I I I I \ \ I I I I I I I I// , � � \ I I I , 1 1 1 1/ I l/ r^\ I TO 451.90 I \ / \ I INII/ IN=446.731 I I \ \ I 1 I I I I// / I \ I 1 I I I I/ I f 1 1 I , ' / / / / 1 I \ ll \� \ j l , I I�V QUi=432. 66 CV // o ABANDO�D I / d l / I // / /C►/ c I9 �J' / / JOINT P.#KING / i / l / / / , / ' � /� / � 'l l \ � BOX � l l �i l l ll r ACCESS E-SEMENT \. / / \ I \ _ / a /I /� l DB. 1P82, PG.430 tx`� J ' / , ' / / \ / , \� I , / I / , 1 \ ICV�IC _ , / - -AIR HH \ / l/ / \ \ / , / /� a / / /co \ I,-- I U l 0'S ITARY/SEC/VER COB STONE \ \ / Gc / IRR HH I IRR HH / \ \ I CU TYP ° J ICV� / I / I l I ' - _ _ lj / EAS ENT I / _ \ �/ ► \ II/ I 1 / I I % \ I � - - / / / I , /� / / - - - � �\ \ / 82, PG 430 o / \ 1 l / I / / q64 ' I l / I /l - / ' / / 53 / l / l l / l l I / l / /i / / Box I / / / / \ ^ / / , Ik / , / l \�J�ei,� BO /-\ I/ I I \l \\ I l �h°' COFQ 11 ~�2 I SHRUB/SMAL>L/�m m milli m m m m m m m m--� m m I m m m E�g min I=" m m min m fm� m� m m 1�mr m "..i .i REFERENCE LINE- SHEET C2.2 ,/ ,/ / / / / i / / / , o \ I 1 I ( / X L�\/�/ r \ \ \ \ \ \ \ \ \ \ \ \ \ \ CURVE TABLE CURVE RADIUS LENGTH TANGENT DEL TA CHORD BEARING CHORD C1 429.51' 193.03' 98.17' 25°4457" N43°53'30"W 191.41' C2 241.77' 92.01' 46.57' 21 °48'22" S4505149'E 91.46' C3 235. 00' 100.28' 50.91 ' 24 02657" S22044'11 E 99.52' C4 336.92' 102.97' 51.89' 17030'39" N19016'03"W 102.57' C5 35.00' 45.38' 26.52' 74 ° 17 36" S9 °0721 "W 42.27' C6 736.93' 142.59' 71.52' 11 005'11 " S51 °48'40"W 142.37' C7 35.00' 68.61 ' 52.20' 112 ° 18 54 " N77037 07"W 58.14' C8 286.92' 54.55' 27.36' 10 °5337" N 16 °00'31 "W 54.47' C9 285.00' 121.61' 61.74' 24 02654" S22047'09"E 120.69' C10 291.77' 111.04' 56.20' 21 °48'19" S4505445"E 110.37' C11 379.51' 218.90' 112.59' 33°0253" N40°1731 "W 215.88' N / Op ul �� ' C� CRATGW Lic. No. 0402048507 '1O�VAL M E 0 N UU N � C >E w e.9 ~ U aLL o ❑u DC Lu L M QJ U co < J -Lri Lu r� WpN It z 4- � O ❑ a :3 (n X c N = U > Ln � Q c U) O rnLn � M a� CO J z O a U U) w � Z Z O � U.J Lu U U Z Z 0 0 as Q � � ca ca w ,� DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z O 1 O z ,Lu L.L z Q z O I -I U) o z a O z � 0 (D > 0 z � z � O J O U W v � � z H� W I I1 Lu m i--i z a X Lu Lu J z Lu U TZ J Q U U) Lu 30B NO. 40241 SHEET NO C2.1 a) � �O -0 O� o� U) m0 0� c c� E o 0 c� w a o c� 3 U) z� O (D �Q �X � m c o 0 0 0 0 3 a c m U) a)o U U y � L cB o 0 m o E 7 U � o �0 U o c � o � U L c CO cn c o � U n o N a) fy L REFERENCE LINE- SHEET C2.1 /' ICV�ICI' \/ /c�' , / ► / - 7RR HH l� / /I , \ \ / /b /RR HH J / - - I /RR HH �/ / % r j \ 0' S ITARY/SEWER l / l / I I I / / / / i / / / /, l I I ` \ I I I SITE LEGEND l l I - - - 11 / \ / /' / EASF,IMEA IT , / / l ' I /' I / / / / % / / 0. 1 82,PG430 / l I o\l J BOXI / , /' #4 / / I 40 -v FF=466.52 ASPHALT BOX / \ \ BOX \ I ~ /s\// I 1 / / ► / / / / / / // % / I / / I / - / ' / / / / / // lcv� / / OX\If 'YIG \ BqX \ \ '=` �B s O s K TO BUILDING GO l % Zu /l /l /l /' // \ \ \\\ JOINT PARKING \ 1 ` O UTL -7 / / / f r , /l l / II / 1 I I / \ \\ ACCESS EASEMENT BOA / GR E[ U m / I I ® STORM GRATE INL TE FIRE HYDRANT 0 WELL ® WATER VAULT ❑s TRANSFOMER / ELECTRIC BOX O* LIGHT POLE GROUND LIGHT ® UTILITY VAULT @ UTILITYMANHOLE ® CLEAN OUT OO BOLLARD SIGN Ac HVAC UNIT ❑T TELEPHONE PEDESTAL © CABLE PEDESTAL 0 STEEP SLOPES -CRITICAL F - - - - - -1 \ l \ DB. 1282, PG.430 w \ lR/R / cP� 1 X 1 CONC. COLUMN I / / / I ► , I / l r I l l / / / I / / / l l C2.1 ❑p 0 \ COLUMN �, / ( / / I / I w' 1 / /� I r I 1 I x` \ I I I I I I I (TYP) O � / I l l i l l / I I I I I l I/ IIRR /H ' l I I I 1 I C 'IRR RH BRIPAVER I l O ' 1 / I/ \ I I / / 1 / / I ( ► I L1' \ \ CQ \ \�' � ` Q C I�� \ �- `\ \ \ J \ ► \ \ \ \ _ I \ TO BUILDING / /_ I I 1 i ► I I I I I 1 FOUNTAIN 1 ® I / / \ \ \\ \ I I r� I ( I I 1 I 1 I ` SCALE 1"=20' CHILLED /� / HOT,n \ \ I v WATER />, l \ WATER I I / \ , / I - M rr I ` - \ \ \ \ \ 0 20 40 SEND/RETURN c SEND/ 3 STORY STUCCO I I d \ \ \ ETURN m BUILDING- \ \-46/_ \ \ l \\ / �I / `L W/BASEMENT- \ 1 `- OFF=466.58 IRRIGATION / / \ c00 y)ASPHALT `/ \ OX ALL \ \ 0 � � I \ / I III \ `` `\ \ \ \ Q 3 X3 CONC. PAD C/l = , ) \ \ \ \ z \ \ \ 460\ s X X l a I W/RAINBARREL I / \ I // 1 I \`III \ - - - -- c/ Wes ' / ro v TO BUILDING GRA IiE[ I l �' / (/ / /'\'� \ \ I ( I X I OX l Q 1 X'1 CONC. COLUMN �Q' / I �¢/ 1 1 1 \ \ \ -440 �\\ \ �GP I I B�'� ASPHALT"- -� \ \ CV \ \ 5r5 iC \ \ \ ` I IIRR HH Gf - \ \ \ \ \ / / / l IIBRACK WALL \ \ \ \ \ \ U ITOP=45a.6 JICV 0/CV \ 17 \ / 1 / IRR HH \\\\ EO \ 457• J, i \\\\\\\\�1/\ \ /I O _\-----\ i UGP \ \ \ \ \ \ / \ \ I M VEHICL,E�'CHARGE PED CiG,A \ / \ \ \ \ \ l 1 \ \ \ \ 0 ' / / / I I I (_ cri 114) TO BUILDING �O 1'� \ \ I \) I - - - FF (TILE)=452.62 , I I C \ \\ 1 I I I �'� T/ / I I� 1 ELE IRR - \ C/G,A I ► I I \ / / i(� / / > I V 454 - - 0 II III II II IIII 4/,V \\ 1.5 SVC , I j / \ I I IIII \ '/ G OLD P,ANEL BO�1�D 0� \ / l � _ \ �EOI tx)I I 1 / b� � ' ( \\\ G�\ o I�Ivil O - UTL 'O \ I I�►a \ \ CRITICAL I V jD0// ,SLOPES (TYP.) 1 X'1 GI F C. C IRRAPPROX. LOCATION 30 Of LUT\\ /U l/� / / / / , / ,\ \ _ / ,/ // / \II I 1 I11II DR� ca, \ \\ \ \ /i I , I I) /\I I III III II I II I II III II II► III I I III III II 1 1 '� \ \\ VEPCO EASEMENT / \ SANITARY MH IRR H � \IRRWH (LOCATION SCALED) TOP=452.54 DB. 884, PG. 568 C/L BOTTOM-445.46 Cu I I►IIIII ; / �N� I / I ( / (I / I I i I II I\ \ 1 1 III ►I / / II 1 I jI rlI UG INVERT NOT/OBSERV WIRES INS%DE /BL CK WALL ' / 1 \ \ \ \ \ / / l (I COOLER qM SyEO S / SANlTARYMH /� I - / - / \ \ 72" CONC PIPE 1 BELOW SURF CE TOP=4510.8937198 , / / / 1 I I S / W/AIR VENTS UNABLE TO REMOVE LID STORd GRA ( ) / TOE'=447.88 \ \\ \\\ \ _ , _ - - - - \\ _ _ /' l JGOUT=444.68 1 _ ' l \ / TO _ \ / ,I , / / / / / / , - \ \` �- T G \ O U T r \ / I .449 ® / / / / ' / / / /' \ \ ' ' ' /' ' ' RlS O �9[� / I / / � / / / / I / / /IIII / // / / LL \ _ / \ \ N \ / II / \ �1P4R¢X.l L/OG�`ATlC1N/30� 2�' / / - 9 / / LRfBE /\ 1 4 �1. / /\ I \ I 1 / / IIII / ' / VVPpO EASLMpNT' t � LOCATION ,�CALf�D / \ \� _ _ 1 , I ® / / \ 1 / / % I I - .0f3. 884, RG. 568/ 445 p _ \ \ 4 ^1 \ _ I 1 I I / A6 / / I / 1 1 / / / / I I / / / �1 \ \ ROCK WALL GG'o \\ TOP=443# -W{g%Q)- / 11I �EN�ERA _ - - - - Q I ' j I I I I I I l r/ \ 1 v� / / / l / / 1 / 1 Ch I I \ _ \\ /' �l SIZE \ \/\\\ /' ' V / -I - - STAMPED CONCRETE _ _ 1 1_ I- / // , / r _ / / / I I ( / , I / co \` STORM G I - - - r _ _ _ 11 -* J r A � / �\\ fib• CHANCES ^ �` � �\ / I � l \ � - - r / oAC -1 - - APLOC \\� 1 \ r440.9/l Q\\ `rF Ol S EL@DOOR=444.74 - I- I // / � I / / / / / / /I I / / / /6RITICA� S` INV 436�6 B \ TO BUILDING 1 I I I l i / / l / l 1 I / / / SLOPS (TYf�-) 445 \`� / I 1 STORYBLOCK 1 �!V / I / / , / I I / cS'QO° �O� \ ' \� \\\ \ T BUILDING ' l \ TELE CROSS BOX FO QLD 3- _ _ \ ` ` - ROCK WALL Ir \ \ , - - - - \ ` \ \` #)qc-X-COMM ELEC TOP=443+ �\ a\ - \ `` FO METER C�iAlc7RY LINE �\ \� \ \ 44' ( 64085DA 4 I CO CA \ B EB\ �% \ \ (/ 443 S l \ H D RAIL � \ S Rl£l4 ) NTOICENTURS\\ \ 1 NK FZ CONDUIT \\ G \• --- ,I - 1 , J / ) \ \ \ 1 I I ► I I I I / / / \ ll-- \ \, \ \ / 1 / O 4 �\ IRf�� ) / I // AR HH \ / FOHH l \ \ SIO�J O TFMR �" \� � H --�\ 1 L 1 � � / P�' / / \\ \ _� / H" / / CABI T #C �3 /- IRR C) 439' \ \ 1/ �0 \� /CDc \ y UTL- Q \ 38 S �pk Q \ \ \ \ STAMPS ONCREFE \ � -4S6° \\, \ \ \ \ IRR \ \ _ �_ _ ED - �- X i - - - H" 43 \ �yJG I `\`\ �' \�'� \ I _ I I 1 SANITARYMH / / R3� / I I I I I I I I I 7 \ \ � \ � � \ / / / / / I I I I I I I I I I I \ G \ \ � \ 6 c \\ \ _ �\ , 1 h r 1 / 31• I I I I I I I I / I I ` // / INV IN =425.93 /NV OUT=425.69 II IIIIIEOl STORM GRA TE \ / - TOP=408.56 a 11 \ / / / / / ( I 1 I \ \ \ I I lNV 1N=404.69 / / - \\\\\-� 434'�\ \ \\\ \\ Di \\\ \G\GG,� ORM MANOL \ c \ o \ \ I / ,/ \ \ 1 APPROX LOCATION \ TOP=437.16 \ \ \ \ _ _ , 15' VEPCO EASEMENT - 1 1 \ \ / \ \ \ ( ) \ /l 1 DB. 1147, PG. 675 / / / / / / 431' lNV IN E=431.41 \ \ I I \ 1 / / / , / TO.. \ \ _ \ - / / / / / 430 - lNV lN(N=429.38 / \ \ _ _ 1 - - � \ I\ \ \ \ INV OUT9.37 I \ / I -1- - - / 429- / O/ / / ' \G 1 \ \ \ - - APPROX. LOCA7 15 / -\ \ STORM SEWE</? \ / 1 __ \ / CQIVCRETE PAD- / ' / �\ I I C'O \ \ \ O \\\ \ / 43\/ / cT 1 \ \ \ .(L OCAjIOIG SCALE / > / ' ' OODEN STATUE 1282, P. 431Y ( ( \ I II I I 31' / �. \ _ P / \ 1 - _ _ / / // / 1 a � �� y _ / / APPR X. OC�TION I \2'PAVERS / �\ \\ \ \ Q sras�/ / �\ 1 r\�,,\�FL�/�� / �'GA \ / II \ -�` , �� ,//'COMMUDcIICATIONy5'EAS�MEN/j5°01'00,/� \\� PNP��\ c `?� \ ,\ x 0\ \ m / , / , D 46 PC� 103/ // 56 . �/ \ I ,`- \ - In lR G \ B \ I z j / l i 25' PETBA2 ' O 429 Rh G� OLUMN�_7 /* WOOD GAZEBO \ ` � \ \ \ \ I -A 4' WOOD FENCE ss _ _ \\ \\\ \_ \ \ G, j \ STORM\GRATE M �� l�� 0� /' / / / -4'WOOD �ENCE \ I \\ \ \ \- \ G� \ \ TOP=43 �. 92 �INVIN=42'7.02 \iL--� \\ INVOUT=�6.74 Bd�C \ cCOBBLESTONE A BANDIn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CHORD BEARING CHORD CI 429.51 ' 193.03' 98.17' 25°44 57" N43 °53 30"W 191.41 ' C2 241.77 92.01 46.01 21 ° to _1z S45°51'49"E 91.46' C3 235.00' 100.28' 50.91 ' 24 °2657" S22°44'11 "E 99.52' C4 336.92' 102.97' 51.89' 17030'39" N19016'03"W 102.57' C5 35.00' 45.38' 26.52' 74 ° 17'36" S9 °0721 "W 42.27' C6 736.93' 142.59' 71.52' 11,05,11 " S51 °48'40"W 142.37' C7 35.00' 68.61' 52.20' 112°18'54" N77°37'07"W 58.14' C8 286.92' 54.55' 27.36' 10°5337" N16°0031 "W 54.47' C9 285.00' 121.61' 61.74' 24 °2654" S22°47'09"E 120.69' C10 291.77' 111.04' 56.20' 21 °48'19" S4505445"E 110.37' C 11 379.51 ' 218.90' 112.59' 33 °02'53" N40° 17'31 "W 215.88' CRATGW J. X,0T.kTZSK1 Lic. No. 0402048507 01/AL M E 0 N O N � > w ~ U Q LL o U. Lw0 M� DC Lu M Qa J V Oo J - Lnj H 0) W p N z a) ro O �x J � � dj o a : L,r) = C N = U > Ln � Q c U) rn O N � M a� CO J z O a V (n w 0 Z Z O w w Lu O O Z Z O O a a O O c� c� ca ca Lu 00, C) DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z O I --I Q O z Lu LL z Q z O I -I U) o z a O Lu z � > 0 z � z � O J O U W v c z H� W I I1 Lu m VI --II z a X Lu Lu J Q z Lu U J J TZ Vl Lu JOB NO. 40241 SHEET NO. C2.2 I N � �O -0O� oCL O z O 22 02 c� E o c a) c� 0- 0 U 3 U) Z O Q x 0 0 0 0 O '3 a c m 0 0 y L (B 0 E _0 7 U o -0 -0 c� -0 U o E U) 0 � U c L c (B � cn o U n o N a) L a-+ E Qf L / / \ SCALE 1 "=20' NOR �/ / 0 20' 40' --- 14tl REMOVE PORTION \\ \ \ ° \ \ \ \ \ \ \ OF 15 RCP \ \ ✓ i, �' i CRITICAL / /i ' 1 1 \�� \ \ / r / \�' / C1GP 00 \ \ \ \ o SLOPES (TYP.) /,lx�/ 0 0 \\ \\\ \1 REMOVE \ 1 \ \ STORM GRATE \ O \ \ \ \ \\\ , TOP=437.27 \ \ l \ \ \ \ \ \ \ INV 1N=427.0 � \ \ o INV OUT=426.9 \ \ O \ \ nOG REMOVE \\ \ I \ \ \ \ STORM GRATE \ \ I \ \ \ o / REMOVE CON(. PAD � �� STUCCO WALL \ _� TOP=438.68 \ \ l RE 6CAAE GREASE TA I \ \ \\\ INV 1N=432.54 REMOVE VEGETATION INV OUT=432.53 \ \ \ \ \ \ CONCRETE PAD f AROUND ENERGY PLANT REMOVE \\ LIMITS OF ID \ \\ 1 \ \ \ \\ RELOCATE A1.5'W \\ \ \ VENT. REFER TO REMOVE COBBLESTONE\\ Iva, SURVEY \\ `\ CRITICAL \ \\ \\ \ / 1 \ \ �j / �,� !\ /�\ \ MECHANICALu3LANS. EDGING ' \ 1 \ \ \ \ SLOPES (TYP.) \\ \ \ V� 2.5'W AlR \ \ \ \ ----VG VENT \ �R-PGA' \ ,�g2 \ \ VENT REMOVE P A OF RCP \ \ \ \ \ �EVOYE PORTION \ / BOX `� Ck OF 9 nN,C. DUt �Q NO ° ' �\ o -ASP-HALT TO BJI�/�IDNG UGP—— \ v / j �0\ Q� / ' - SAWCUT Q / \ � � \ \ 00 � I I - J\ \ ASPHALT UGP— \ \ \ \ \ M / / 00 \ \ - - C� )\ \\ \ T�� \ - �� o \ \ \ .'-J40 60 S(G BUILDING N. \ p \ \ // \ \ I \ \ \ SlZPHANVES \ 1 33 \ ROCK WALL \ / i IRRG P APL`O? IS \ �qp6 G o / \ HH \ /- p0 \ \ \ \\ l l ROCK WAlo LL EXIST. BUILDING / PL _ �\ `� � \� / Q�QW \ \ / \ — \ \ \ //\�PHAL T —\ \ .Q) �0 Q TO REMAIN G� / \\\�G� \` _ /�\ \ \ \ CO ET \ Z TO SL ° / BUILDING \ G \B CK WALL ° \ pS / \ 'SH l \ - - \ \ \ ONC PA RS— \ \ GP / - , _� - OCK bQ/A \ \\� _BED_ �/� `\ \ - - \\ CONC PAVERS \ / / / I _ _ - - \ \ 1 / — _ -_\ 0 ` ° \ \\ \ 1\TOP=4`�\ o UILDt- CW-WALK \ / / Gco / \ /CV SL \ ROC WA\LLB (iGA x\ / 0G�O ° TOP= �/ \ \ \ / \ V449- - - \ �\ \ — — / \ l TOP=451.88 ` ` \ ` \ > / INV 1N=442.75 TO INV OUT=436.40 l \ \ \ \\ UILD/NG \ AS ALT ' _ \ \\ / \\\ \ �. \\ CHILLED WATER 00 0 Q z LEGEND: REMOVE HARDSCAPE REMOVE BUILDING REMOVE TREE _------- SAW CUT LIMITS OF DISTURBANCE \ 450 � �� �\ / \\\ \\ \ SEND/RETURN \ t G FF (TILE)=452.42 o / IRR / �'a- _ _ S\ - / \ \ \/ �, I STORY STUCCO \�HH / \ \ BUILDINGkV ASPHALT m \ � � \TO UILDING W/BASEMENTS\ \\ \\z G ASPHALT r l / / — EO\ / \ C- / l \ O -AY- \\ P\, \ STAMPED CONCRETE \ \ \ \ \ \ \ \ \ \ \ \ \ \ ► I \ \ \ SHRUB/FLOWER BED145 ' / / �/ // / / 55 N �fPIRR\ \ \ \ ®�SYA P DI / - - G HH \\ MOVE PORTION OF \ \ \ M \ PO LIo1DI `�/\� ` \ -00 / \ �\\\�\ B ILDING (SE PLANS)\�\\�\ 453 - _ O 'RR - , \ \ \ \�\ �' FF(WG ' \ \ \ \ \ \�\ \ \ \ \ \ \ \ \ \ \ \ \ ` I I I I 1 ► \ \ i / HH \\ =466.u�- / O 10 STORM GRATE �\ / r Ao ASPHALT _ / BRICK ALK / TOP=451.25 8 — / \ /z� \\ \ \ , _ 454 \ \ R\ \\ \ C/L INV=448. 9 i o JOINT PARKING �UBISMAL\ CANNOT OBSERVE ' & ACCESS EASEMENTS EA \ A� EX. \\ \ < R ( \\ \ PIPE INVERTS)) \ IRR \ DB. 1282, PG.430 \ ��� ° _ �BL C \A( LL PEE APPROX. LOCH TION \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' ' / / / / ' \ \ / s` \ / \ \ \\ \ (0 \�G 20' UTILITY EASEMENT ° / o / HH / . A5 \ / \ V v DB. 1282, PG.430 \ REM \ , / / \ \�� ` �`o \ \VEGLTA I\ON\ \ \\ \� \ wV \\\R EIX' N ,,---\\\ a \\ \\\ \\\ \ \\ \ \\\ \\\ 1 I 1 1I I \ P LO AFL EXo —oREMO 0 JBEE �T r SHl B/SMA u \\\ ROE ErEX. , \ \ \ \ / ASPHALT / / l T)4EEt ARE \ \ \ \ \ (\U \� EPS' / /COBBLESTONE CURB (TYP) / / / r _ l \, \b �� 455 S I T_SAI�[� / � / \ � \ . \ � s AS -SO T BIP1 Cf I \\ ° / / _� / �\` /// '\\ J/ _ lC o`'�EM \ \ I \ I \_ b / / / / I Q r / ° / p5a _ \ \ T(QL _ i \ \ \ sr�,+� o SL / / I \ �� REMOV / \ \ SHRUB/ LONER BED\ SHRUBS \ \\ \\ \ \ \ \ \ \ \ ASPHALT / o \ - - / / / _ I / / „\I REMO 18\ \ — \ \ \ \ \ I \\ — EX. SITE I / °' LIGHTING REMOVE PORTION /R \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / lC J OF IRRIGATION LINE Hsu \ \ \ \ \ — / \ \ o / / — _l \ Yo REMOVE (8) EX. �/\ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I ► \ \ — \ \ UlLl�ING � SITE LIGHTING / / o \ 1 \ \ \ \ I I l \ SL �, \ 'N AN o\ G' /\ \�\ \�-� I \ I \ \ \\ \ \ \ I I I I t ► \ �_ _� \/ /I ° / w / / I // \ / — — — �\ r / I REMOVE EX. BRIC I \ \ \ � � / / I ► \ I I \ \ \ I \ \ \ I I I I I / � I 1 1 I I PAVERS AND GRAV I A I 11 (RIGATI=�� w �/ l/ / / \ " / / /\ / /I _ -l- — — — UGP— / /O / 1 \ I SAkITARYMHr I \ \ \ \ I I I I I I \ I I �tN —UGP / —� \ r ' / 0\/ / \ � / / I / \ I \ \ \ 1 \ \ \ I I I I I I I I I I P — R I � / \ / � I I_ J� U G I / // \ �\G // / // ' I I 1 `f l l 11 l POOL / I X I I I I TO-451.90 V / \ My IN-446. 731 _ / Q l I ► / I I I I I \1 \ 1 1 / / I I / / I \\ 1 I \ / / W� � V U/=432.66 I I I I I I \ / / ABANDO/N/ED O CY C / '9 `I v� l / / / / / / / / /I I / I I I I JOINT P,#KING / / / J / /� BO \ l _ ACCESS E`45EMENT / \ _ I / // l b�� 1 / l l 11 r/ ►/ I I I I I I / I I\\I I l DB. 1282, PG.430 /I // l I l h l / l 1 l I I I I I l I I I l I I I I I I I I 1 \ \ /C VS %C / \ / � � b, h Q• I 1 / l /Ill l / / I / 1 l / / I I I I � ` \ /, I I I l l 7RR HH / l / /w / \ ► \ / G / / - - I / 11 0 S ITARY/SEGVER IRR HH / / IRR HH / CU TYP) \ I \ — — / I I I/ _ _ \ \ / / / EASFMEAIT �gA PG/ 430 / 8� BOXI / / l / / l \ / / k5 / / l / l l 11 l I / / l /, '/ / ' / / // I \I ► \t — — — I I 1 I I I BO / \ I I / l l 1 I / l / / / 1 1 c) J ` / /\ / / / / / / / / / / o \ _ I SHf�UB/SMAL>L 1 / � � \► \ \ / � �(. \ \ / m l FF=466.52 \ � �,� i� ����� '�� ��� fir■ ME ME �������ME MEM-�GMEMEMEMEMEMEME � I.��mm/mmi � /no ' % r■■�i������'���MEiiirl(��������I REFERENCE LINE- SHEET C2.4 Op Q CRAIGW J. Kaf.ARSKI Lic. No. 0402045507 70111A . M >_ O M O N � > E Lu E Lu Q w w 0 Lw0 rLo� Cl� Lu L M QD_ J U 0° Lu J — p[ ; O O� Ccl-'J W O N z � � ry) �X � w � u') 2 N = U j Ln � Q - c U) rn O N V M a� 00 J z 0 a U U) Lu � Z Z O z z Lu U U Z Z O OO �� Luca O DATE 3-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z O H� O z W LL 0 z Q z O I --I I --I J O a z ;> z Q LV J Q � � z O QO U w J (^ -1O V Lu Lu w m Q za Lu Q 1 z W U Q U I --I V 1 Lu JOB NO. 40241 SHEET NO. C2.3 0 c 0 U c a� 0 c� 0 a a c c� 0 a) a� 0 c m co v- cu 0_ c 0 a> 0 3 c 0 d �O o O CL Z �O 02 -0 0o c 0 d 0 U � U) zU) Oa) 2 Q g x F-a) 0_ o a) 0. ate' U � N -o a> U L � co O cn V r L Ea) O 7 � 0 a3 o 6) c 0 c 0 0 }, U C N a3 c N o U c� n 0 U)a) L REFERENCE LINE SHEET C2 3 c co co U 0 N N 00 c 0 0 a z 0 0 w 0 M N cu a U U) c� 0 YI Y v N O M I -7 1 -tRRHH lC l\ / /I , \ \ , /' / /d l l /co Il I 1 1 / Gc / IRR HH J , - - - I IRR HH �/ / ,y r j � \ 0' S ITARYiSEWER l / 11 I I /CV // I /' I I I� / l I — _ _ ill \ / // / EAS�EDIT / l / l ' 1 82, PG 430 / If J BOXI / I /// q64 I �/ I //� ///' ,/ /// Nkl / / / / / / / / / / / / /I / // / / I / , FF=466.52 - ' \If 1IR, \ ASPHALT / / / / I / \ \\ / 4� �� �a BOX b \ \ ` / / I I / / / / / \ I I // // / // \ \\ \ \ BOX \ I /s / / / If / lcv� I ,\\ \ \\ , \ \ I7 ll, 111 11 ,'\\ / /l , //ii/ // ,/ ' /l l l /l ,l // /l11 OX , \ \ / \ O I / l /l /I /l / / �/ //, / / / /' l I l I / / l / If /F/'-- i // / / / / /a° If 1 I / // �/ // i // // / //// /// // //, I C2.3 wA[,� `Q1 — ,Q a / / / j I l l / l , / / / TO BUILDING \ \\\ JOINT PARKING \ \ ACCESS EASEMENT t�iC`-' I G m / / I I / I r / l �• / III I / / 1 � / I / l / / / / l l \\ / q \ l \ \ DB. 1282, PG. 430 CO ` IRR 1 X' 1 CONC. COLUMN / I I / / l I l , I / r I I I l l \ \ L / / I // I / / I I w I / // r I 1 / l / l I I I r l— I �� `\ yP) o I l l V. l l l l I I l l/ GR91iE//IIRR�H / / I 1 I I / / /11 \ ' ' l / , \BRIG PAVER \ I / 1� / r IRR MH Il I l I I I 1 / II l I , I I / I I I I 4 TO BUILDING FOUNTAIN ® CHILLED 6- I HOT - - I — \ \ \ \ O WATER /�, / l \ WATER ` - SEND/RETURN \ I c SEND/ 3 STORY STUCCO ETURN m BUILDING I / I I I \ IhII I � W/BASEMENT i � � / \% � /I I � � I'II II \ \ \\ \ \ \ \ \ - - - , \ \ \ \ \ \ I\ \\ \\ / FF-- 466.58 ,k \ \ \ \ \ \ \ \ \ ` ASPHALT I \ I / I % \ \ IRRIGATION / ' / 1 / I I I 1 \\ \` B lCK\ \\ \ III OX \ /� I \ \ I / \ I / '\ I I I I I I ALL 3 X3' CONC. PAD \ \ \ -460 s X l I W/RAIN BARREL \ 1 \ /�o ► _ \ \ \ \ \ \ If TO BUILDING GRA v,, I 1 I I \ \ I l 1 X 1 CONC. COLUMN \ GPX II / BOX ' � � � � 1 I \ � \\ \ -440 � / \ \ \ \ \ \ \ `\ ` \\ \\ \\ \\ \ \\ \\\\ ASPHALT` , \ \ \ \ I I I I ' ' ' d I / 1 1 I 1 \ \ \ ` — — — ` \ \ \ \ \ \ \ \ \ \ \ems _ 1\ \\ \\CV \\e\ / "� `\ \ l IRRHH Et l l \ I IBRACK WALL ITOP=45h. 6 ` \ � \ , I \ \ \ \ \ \ ► ` � / �I I lCV lCV EOI \ 457• _ _ r \\ \\\ \ \ l\ ► / IRRHH / / L _ \ \ � /\\ \ \ �/ \\5�1 / / / ( I \ - IIf/ VEHICL,E�'CHARGE PED GcA ' \ \ \ \ \ l \ \ \ \ l / / / ► I I ` \ \ I \ I I I I 1 / / I I I o \ \ \II/ TO BUILDING \ \ \\\ // FF (TILE)=452.62 �O \— % — 4g5 / \ ` \ 1/\ \I \III 1 I I\ \ 1 0 -.4g4- o I IIIIII / l ��ll / l_--// I 1 /l 1/ I ELE IRR lH \ \ cO / IIII \ \\l r' W / �1 1 ll I -P\'-Na ram` /- ' I I I ( V // ✓ 1.511S BOAD 0� \ /' _ \ - �EOI 1 / II I I II I \\ /i G(QLD GG,At5of ' I / I Lo ItIIOff( Eb\ /''i//// //IN,, � UTL 6-0 pO / I `�w l \ \ JG \ r i / / -, / ' ° \ l I► a l r I / / \ CRITICAL I \ \ \ \ 1, V st / 11 / j p , REMOVE \ \ l nPF.S /TYP I i t l 62� O/ I I r B \, 1 X'1 i.0 C. CO _) \ / I R OVE / /c � / I SANITARY /f I I I c I \ \ IPPRO�q LOCATION 30' x / I I I ��� O/ /// I / U/LD/n/ EASE TRAP / / IRR HH / / \ ` _ a' \ UTL� h�' / f\ I I I 1/ Q \ // /// , MANHOLD / // / / / / / I I I �' VEPCO EASEMENT / / / SAN/TARPMH / _ / IRR H / / /i III \/ / / // /// ' / l Q ll IRR gH IH `/ I I / N \ ,(LOCATION SCALED) l l \ \ // , TOP=452.54 `� / , / / i III / c �' I , , I \ \ 1 \ \ \ Gc DB. 884, PG. 568 I I I l \ \ l I l l I l / / // _ / 1 73, � \ \ I I I I 1 r UG / U \ \\ I / IN/VERT NOT OBSER , l / / l / / / / / I 1 \ 1 // G //\ \ %// % / / / / / \ � i * c�, i c� \ \ - TjOiL\ , \ // ♦ WIRES INSIDE I , / / / I / o I I / / I / I / I I I / / / / / / \/ I I 1 /I'I � \\ I I I / / i / EMOVE tit ♦ / / / , / I T III T i \ -\ I / / / /' \ I I / ��i�/ \ RE ♦ l l / ' c / - \ \ 1 / I \ ' BL CK WALL OVE ♦ / ♦ 1 I I I / \ / / REMOVE R9MES REMOVE ♦ /� - it // / / / \ \ 1 / �� \ \, / / I / / / / I 1 i/ COOLER yED s / S NITARNMH 0/'� 1 \ \ \ _ / l / \ \ - 72" CONC PIPE , i A 1 % ' ' / \ BELOW SURFACE IJ'� / ,� TOP=45,P1.8937f98 / / / 1 I I I i/ \�� / / / / / / / / \\� _ _ _ _ - W/AlR VENTS /UNAB4E TO REMOVE LID STORMI GRA \ 1 - I� / TOE'=447.88 � _ j -. / / \ \ _ _ / - -TO\� REMOVE,EX BRICK I / I � l / � � ,' ^ � / // I I \/ \ REMOVE EX STEPS - u J I l / ' / ' / 1 / / I1IJGOUT=444.68 1 \ \ ``� �` - AND GRAVEL PATH \ O UT/ \ Qu SIDEWALK I \ REMOVE EX. SMALL I RlS / \ \ O I / I / - ' r / / / N \ TREES AND SHRUB tl ��$ ,/ / / \ I / / / / I I I / / ,4�PR¢X. L CATI 3Cr V Ot,LeMNr / I 2�' / 5 \ I I � - � �� / LR/SE \ 1 � p'I " ♦ �\ I \ I / / III / �' .. �� , � � / , 1- - l \ �Of3. 884 P,G. 5�8//LFDIf If 0( N N 445 1i REMOVE SECTION OF \ EASEMENT ��/ \\ I;� ' / \� \ I/ I I RE VE\� \�\ -I - - 1 _ ® / A/� l I I I l III l // I I / / ` / /' ' I IJ r I I/ ' \ - REMOVE WATER AND VALVE TO CONNECTION WITH MAIN LINE. SIZE ``\ / \/ -I — — — P D R T 1 1 - j i% VEPCO EASEMENT �_ - - ' / / I/ / /I , I If d I / o b`� CHANCES ^ /� \ / S / I I f I TO BE ABANDONED - EL \` \-440.9A \_ I APLOC \\ 1 0\ I @DOOR-444.74 - I / �� ` ' / / / / I l / / 6RITICAZ I INV�I�6 \ B 0I TO BUILDING REMOVE I I ,�l i / / ' / / / l I , , /l / SLOPS (TYf�) � 44 � �\ 1 STORYBLOCK ci — / � / I ► / � l l I / / / / / / � T BUILDING 1 I I // I 1 I ♦ / / / I / / / / / / / / \ \ \ \ Q COORDINATE RELOCATION OR REMOVAL �fk / \ �\ _ O �� REMOVE REMOVE 1 I w I 1 I I I / x ` 1 / 1 / AND REPLACEMENT OF TRANSFORMER \ / _ / I r � \\ \ � - - ��` �` \ iELECROSSBOX EO�QLD) 11 I w \ , I AND ASSOCIATED UGP WITH ELECTRICAL �,� CKWALL I \ / - ♦ \ #3�90-X-COMM ENGINEER. NOTE: POWER MUST BE TOP=443+ METER REMOVE/ r a\ NZ, _ _ MOVE FO _ / / LAN DSPAPt AREA / I I♦ I , / , / / / / / MAINTAINED TO VEHICULAR GATE. \ _ _ \ ��' F C(YRYLIN \ REMOVE _ \ , / I / / / / / / / / / / / 64085DA 1 Q \� _ \ I 1 REMOI%E (13) \� , / _ — — - \ �c \ \ �eRte<� / CATVFC�BR \\�� / U uG = — _ 111 3 - J BOLLrARDS I II �! I I i I I // // // /,// I ( \ H D RA STEeS \ INTO CENTUR / lN_ K_ F.O CONDUIT \\ l / J\ I I I I I I I , l l \G FM \— — '1 \ _ ^ \ / 4�L \\\ lR a► RE OVL I , \ / O I I I \ \ 1► 1 I I 1 I 1 / l l I , / \ _ cT� TFMR \ / \ �� \ \ A FOHH l `\ H _ __ _ _ \ VE SIOM - I / � / / I I / / \ _ I /- I P ' / \\ I \ A T#ClJ V / I I \ \ \ 1 1 I I 439' ,AAA/ �OQ\� CV \ \ �T sT co E - 1 1 REMOVE EX. GRAVEL AREA j` �, , r / / 1 HH � — � � \ EOt- / \ � \ � 0• G \ \ /� 1 SANITARYMH U 43 \ J \ \ REMOVE�3 _ / cT ® _ _ - _ �- - \ \ \ \ I / / TOP=437.98 / I I I I / UG \\ M \ \ \ c \\\ \ \ BOLLARD / , 43� / I I I I I I I , I I INV IN=425.93 / / / / ^ A36 , / I I I I 1 I 1 I I 1 1► I I \ / / / EO/ / 0 �c �" \GAS\L�LNE. \ \ \ \ POWER `�\�'/G \ I \ 1 INV OUT=425.69 �� - EASEMENT TO \` �'\ w '9T/O — 1 / / /' / / / 1 , 1 1 \ 1 1 1 I I / , 1 \ STORM GRATE i ` -� / / / 5 ' / I i 1 1 1 1 I \ \ I / j 1 \ TOP=408.56 BE VACATED�3 / - / / 1 I / \ / / / / / ( , 1 I \ \ 1 I 1 \ INV IN=404.69 \ _ / \ _ i \ •O \ / / / �� \�_/ / �/\\ `� OR \ c \`/ / / // / // / '��ti' II 1 I I \\\\ \ o I / \ 1 APPRO, LOCg PION / / / R I \ / \ \,, TOP _437.16 \ \ - _ / I\ 15' VEPCO EASEMENT / - / \ ABA ONE�\I�I�P AC ` \ \� \ \ �� , / 1 — — / / / / / / / / -431- / 1 I \ \ \ \ IN \ ( ) / _ \ DB. 1147, PG. 675 / \ I /' \\ \ INV IN E-431.41 \ \ Tc.l \ \ \ \ �\ INV IN(N=429.38 / \` - / 1 - - / / / / / / / / / 430 — / / l l \ — \ BU/ LDING \ \ \ �\ INV OUT =4,99.37 / / I / 429- - ^ / I /\ AY�PROX. LOCA7 15; / l / / / , , / � \ _\ STORM SEWER E/ Ely/ lye / / , / , , / �f I �/ \ I I C'O�cS' \ \ \\ O \\�,q3g''/ s \ ��1 �� I --\ \ �.(LOCA�IOIGSCAIED / / IIII// �� —' // /I C0IVCRETE-PAD- _ \ \ 1- \ / I OODEN STATUE _ - \ 'I' �p \ \ \\\ \ $' _ 1 \ ` _ DB. 1282, �G. 43(Y / / / / / 1 1 \ --- __-- /_ REMOVE-- - / / //r j// /* SI�WAKA3'GVoG / PROTECT N THE T-YP. �/ / ♦ / / � / / ♦ APPRpX. OCTION Ic / I \ \ �\ 1 r \�,, o'COMMUDcIICATION1�MEIU j / � 1 / 2' PAVERS \ \, _ WOO �zz 44 z I l i 25'SETBAG /10, RI \ / 1 \ I �/ / //T,OL \RE WOOD GAZEBO \ ` \ \ ► ` \ 4' WOOD FENCE \ �� _� \\ \_ �, j \ � STORM\GRATE � 4'WOOD �ENCE \ I \\ \ \ \ — \ G o `�\ \ \ \ \ \'� _1\\ \ TOP=43�.92_- -_-\\ \S \ INV IN=42'7.02 �\ ------- ------ \\ \\ \ \ SCALE1"=20' 00 ' fig / c� / /' / \ / \ / 1 \o�--� \ \ /- s \ INV OUT=�I 6.74__----___ \ \ \ \ \ \ Q /\ BbY \ �� COBBLES TO/1(E l /`\ \ `\-�--------'____---__ \\\ \ \\ \ \\ \\ 0 20' 40' z BAND \ \ \ Op Q CRAIGW J. i aFARSKI Lic. No. 0402048507 70 M E 0 N � > E Lu Lu Q LL o LLL w0 ro� Cl� Lu L M Qo_ J U 00 W J �>oo, CDWrj O N O�x U) < -i Q LL- u') 2 N = U > Ln � Q - c ') rn O N Q M a� 00 J z O a U Lu � O Z Z z z Lu U U z z C) C) Lu Lu � � Lu ca DATE 3-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z O I --I \Q O z W / , L.L 0 z Q z O I --I J O Q z 2: z Q LV C9 J 0 � � z � p QO U w J � � O V w W Lu co0 za Lu Q z Lu U Q U V 1 Lu JOB NO. 40241 SHEET NO. C2.4 0 c 0 ai U a� 0 c� U) 0 a a c c� 0 0 co v- ca 0. `0 am 0 3 c -a �O o O z �O 02 c � o -0 0 c 0 d 0 U � U) z� O m 2 0- X F-a) ,� a' 0 0 0 o 0- U N -o a) U a) � L � as 0 L Ea) o 7 � 0 a3 o o c 0 U) a3 0 -_ C N aS � N o 0 c� n o �a_ a) a L P P�% --------------- Psi 1 / SWM FACILITY o BIORETENTION \ \� EASEMENT 5 6�O/ O O / FACILITY � \ GABION BASKET \ O FOREBAY WALL 1 ° �j 50,000 GAL FIRE SUPPRESSION TANK / (SE PAHEETS FP-1 THROUGH FP-5) REINFORCED TURF O CRITICAL ���J� CENTRAL ENERGY / \ SLOPES (TYP.) 5 QP� PLANT ACCESS ROAD / TANK DRAIN VAULT(SEE SHEETS O o 8" CMU WALL / THROUGH FP 5) -1 ° ° / (SEE ARCH PLANS) O / CONCRETE PADS FOR O MEP EQUIPMENT (SEE ARCH/MEP PLANS) O RELOCATED GREASE TANK a 0 12' D TING A\ vvN RVICE T LU USE— / o o \ UGP— NEW 2" GAS LINE AND `� p0 �/ \ RELOCATED, / METER. REFER TO AIR VENT � / ARCH/MEP PLANS FOR FINAL ^ G CONNECTION LOCATION. P, \ G 1) 6" RISER / SEE DETAIL )Ge / UGP I \ REPAIR AREA FOR ° \� NEW UTILITIES GP \ l / / ° ° / UGP REPAIR COBBLESTONE PATH IN -KIND il\ REPAIR AREA FOR NEW UTILITIES \ JOINT PARKING \ & ACCESS EASEMENT \ DB. 9282, PG.430 Op \ \ \\\\\\ \\\ \ \ \ \ FOR DEMO / .r ONLY ` ° \ \\ \ APPROX. LOCATION \ \ \ ® \\\\ 20' UTILITY EASEMENT DB. 9282, PG.430 nn/'1n/'�orn I lKlnrn/ Mt-%l IAIn ELECTRIC CONDUIT CAPPED FOR FUTURE CONNECTION \ �\ co \\ \ \\ \\ T(QL \ \ ` REPAIR BRICK \ \ PATH IN -KIND \ \ \ \ ° G'o \\\ 4 o LL co \\ \ o vv— ° f \ UGP— REPAIR AREA FOR — — _ UGP— — _ \� / NEW UTILITIES ` s i UGP \ \ / \ � / \ X ° JOINT PARKING & ACCESS EASEMENT DB. 9282, PG.430 0' S ITARY SEWER c l EASEMENT / ° DB. 282, PG.430 / co I �/ °\ 1 REPAIR AREA FOR \ NEW UTILITIES \ PAVEMENT LEGEND REPAIR AREA FOR NEW UTILITIES CONCRETE SIDEWALK GRAVEL REINFORCED TURF 1% SCALE 1 "=20' 0 20' 40' cM 00 0 Q z p C) Q CRAIGW J. Kaf.ARSKI Lic. No. 0402048507 ko8/21/18 � V. 70 IIAL M E O N OU N � C >� ~ U Q LL LL o L � w O oCYJ�M Qa j V co Lu Lri C��'JWrj pN -'o �x O Q OJ cn Q oQ:3 a (n X @ N =V Q� U) ~ cU) Lu O N a' ro z Z Z L.. 't O w w Lu00 U U Z Z O O D W W O 2 C� 0 V) V) W W w w ca ca w Q Q N O O Ln DATE O } 3-26-2018 DRAWN BY 1. SANDERS • DESIGNED BY • A. ALLISON • CHECKED BY • C. SHIFFLETT • SCALE • 1 "=20' • z O I --I \Q O z Lu z Q z O I --I O Q Lu 0 � �z � ' Q z � J Q a J O LU U LU r� � V l V < W Lu m z a Lu Q z Lu U TZ U I --I V ) — Lu JOB NO. 40241 SHEET NO. C4.0 L REFERENCE LINE- SHEET C4.1 REFERENCE LINE- SHEET C4.0 n 0' S ITA, Il l l \ t / \ DB. 9� / v I I/ / bZ / I 1 J / \ �I / / / r If / \ IfI , `L I I �� \ I' / / If OGP ' I ° s \ / 0 / If \ �° EOI / j c \ \ UT[- (C , JG � \ � � CRITICAL If SLOPES (TYP.) UTL— ` \ I c� G � J \ REPAIR AREA FOR NEW UTILITIES s \ \ /E0/ \ JOINT PARKING \ \ ACCESS EASEMENT l0 DB. 1282, PG.430 - \ GGA l u 1-11 /GI , TOE \\ 1 BUILDING 2' PAVERS 25' SETBAC �P ,p® ° 44— / WOOD GAZEBO / / � \ 4' WOOD FENCE SPN 'WOOD FENCE �\ \ \\ \ \ \ �o ��� i v � \ CIO LOCATIONS OF ALL SIX (6) WATER LINES HAVE BEEN SHOWN FOR GRAPHIC PURPOSES ONLY. REFER TO ARCH./MEP PLANS FOR FINAL CONNECTION DEPTH & LOCATION INTO EXIST. LOWER LEVEL PUMP ROOM. / / CO / / I / 1/ / � / I CO A GTE / UG �'- If / I If I I I REPAIR AREA FOR, NEW UTILITIES CO I\ \ \ \ \\ \ NEW,,EEASEMENT BOUNDARY 00 l Q� JG T &G------------- :ONCRETE PAD )ODEN STATUE PAVEMENTLEGEND REPAIR AREA FOR NEW UTILITIES CONCRETE SIDEWALK GRAVEL REINFORCED TURF 4.0 II II 7;7 i SCALE 1 "=20' 00 20' 40' z c� 1 CRATGW J. X0'T.kTZS Kl Lic. No. 0402048507 8/21/I15411 01 M E O N O N >� w a� 9 _ — ~ U (1) � Q LL o LL Lw0 oC Lu L M Qa j V c° J —� C��'JWp4 O �x Ln _ N = U > � Q c U) O rnN M a ::j- C0 J ca ca w \ \ 0 DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z O Q O z uw z Q z O I --I OQ Lu ~ �z � ' Q zJ^ I..L J O W a- U LU ,^ V Q W UJ m z a Lu Q z w TZ Q U U) Lu JOB NO. 40241 SHEET NO. C4.1 0 ai U c 0 cu cu O O Q CL c ca 0 0 c Cu ca c `O 0 0 �O -0O� oCL " z mO 02 c >,F- cu E o 0 cu(n a o zU) OQ) 2 Q 2 x �a) 0 0 0 0 0 3 a •� m (1).0 U U y= L cB 0 0 E U � 00 �-a �0 E U o c U 0 O U L c U cu U n o � •E o / ° X 13 o�j ° o CRITICAL SLOPES (TYP.) O ° / o 3"x6" REDUCER O O (2) 6" DI 450 BENDS 0 J ° 6"x4"' TEE DI 45° BENDS / 4" DOMESTIC ICV\N / ,° WATER SERVICE 6" DI 45° BEND LIMITS OF /CV SURVEY \N UG 8" DI 45° BEND \ BOX- \ 8" CHILLED WATER \O� U 5� 0 — _ — — — -ASPHALT °SUPPLY AND RETURN UGP— — \ \ / U _ c (4) 68" HDPE MOLDED \ \ V / / / JGP _ —� — UGP—\ \ LONG RADIUS 450 BENDS P _ _.� \ ,6" DI 45° BEND EXIST. (2) 3" PERT HDPE 45° BENDS p — , \ 8 D145 BEND IRR G� EXIST. 21" CPVC 45° BEND G EXIST. 11" CPVC 45° BEN JGe G �j / / o HH / Z / , / (2) 6 PERT HDPE / ti"w ti EXIST. (2) 3" PERT /:1PHALT MOLDED LONG - N HDPE 45° BENDS RADIUS 90° BENDS 1„ ° / OGP/ /CV \� (2) 6" PERT HDPE \ MOLDED LONG RADIUS 45° BENDS (2) 6 PERT HDPE \I MOLDED LONG \ RADIUS 45° BENDS 6" DI 11.25° BEND 8" DI 11.25° BEND COBBLESTONE CURB (TYP) \ O \ \ \ 0 o \ \ o o \ VV— 6" DI 11.25° BEND 8" DI 11.25° BEND R EXIST. 22 CPVC 45 BEND EXIST. 112" CPVC 45° BEND K b(V \ I \ \ 3" PRE -INSULATED HDPE CHILLED WATER SUPPLY LK \ \\\ (C- \ TO EXISTING CLUBHOUSI AL \ \ �\ ( l EXISTING 2 P= 5+ \\ \ TORM HDPE HOT SINLET \ \ RETURN TC (2) 8" HDPE MOLDED \ O \ \ � TOP=459.88 INV 1N=442.75 LONG RADIUS 45 BENDS — \ INV OUT=436.40 (2) 8" DI 45° BENDS (2) 6" DI 45° BENDS (2) 8 HDPE MOLDED LONG \ \\ \ RADIUS 45° BENDS \\\ \ \ �J ° vs` 8'x10' COMMUNICATIONS \ \\ \\ \ MANHOLE TYP) GG ASPHA T - m N = \ O ;A 01 �A � \ ASPHALT JOINT PARKING' & ACCESS EASEMENT DB. 1282, PG.430 R IRR GPP � HH EXISTING 2-2" PRE -INSULATED CPVC DOMESTIC HOT WATER SUPPLY AND 1 "' HOT WATER RETURN ° NOTE: LOCATION OF UTILITY CONNECTIONS O AT EACH BUILDING SHALL BE VERIFIED WITH THE MECHANICAL ENGINEER. STAMPED CONCRETE \ \ (2) 6" DI 11.25° BENDS DOMESTIC WATER \ ` \\ \\ SERVICE _QTnRAA rRaT \ BRICK .tin / \ \\ \\\m \\ 6" DI FIRE WATER \\ �\ SERVICE FROM CEP \� SH \\\\\\ \ (CANNOT OBSERVE PIPE INVERTS \ (2) 8" DI 11.25° BENDS \\ P(APPROX. LOCATION O \ \ \ \\ \ \r1G 20' UTILITY EASEMENT \\V v\L� DB. 128 \ 6 4" PRE -INSULATED HDPE / \ 8"x6" DI TEE \ WV \ \\ CHILLED WATER SUPPLY AND RETURN \ CAPPED FOR FUTURE CONNECTION \ 6" DI 11.250 BEND 3" PRE -INSULATED PERT HDPE 8" DI 11.250 BEND / \ "I�R�UB/ � G, 6"x6" DI TEE E7L� AREA 6NS8' PERT / HD S o on (2) 8" DI 11.25° BEND \ 1 ASPHALT \ 6" PRE -INS LATED HDPE; HOT WATER SUPP AND RETURN n i--- W-- \ 0 I RIGATION UGP UGP— \ _UGP m Gc W— � OL\ A �L\ JOINT PARKING o & ACCESS EASEMENT \ \ I \ DB. 1282, PG.430 \ I COB sTONE \ B �c IRR HH \ CU TYP) \ /CV/ I BOX I \ 1 S\ \ 0 F BO I I \ SHRUB/SMALL \ \ HOT WATER SUPPLY AND RETURN \ CAPPED FOR FUTURE CONNECTION \ \ L \\ (2 x4" HDPE TEES (2) 6" DI 11.25° BEND I c (QLC) 6" DN� A, \ 1\25° ND \\ / /\�Q� 8 DI 11.'�,5 BEND Q \ Q- E\ /C JG �� J �Q' \ IRR ®� \' TO ICV�ICv'�// l IRR HH / l IRR HH7f� STEPS - CONC/BL WALL /R�GP�1oN �R IRR HH ® IRR HX IRR IRR \ \ < \ UGP HH HH /CV \� \ \ /CV I \ lR \ \ HH \ V IRR \ \ H% lCV \ \ \ \ SANITARY MH x TOP=459.90 / / INV IN=446.73 INV OUT=432.66 / l co \ 0' S ITARY SEWER l \ EASEMENT / \ DB. 282, PG.430 / 0 CD I I C4.3 SCALE 1 "=20' NOR 0 20' 40' 00 0 Q z 7 . ,: i', Q CRAIGW J.Kaf.ARSK Lic. No. 0402048507 ofIIAL M E O o" O N > E w E Q LL o L 0L L w O Cl� W L M Qo_ J U 00 W J —� p[ ; O 0,) > C:) N () W z � < _wj Q� Ln Iry = V > Ln Q c Ln rn O N Q M d � CO J z O a U L) w � Z Z O un Lu U U Z Z cc O O ck� ck� 00 w \ \ O DATE 3-26-2018 DRAWN BY J. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE 1 "=20' z 0 1 Q 0 z W oC z Q z O I --I J CO Q G ~ W z o (.9 z oC Q � > J z � a Z J p a U ~ W J J ~ W W co za W Q 1 z W U J Q 2 U I --I V 1 W JOB NO. 40241 SHEET NO. C4.2 0 0 > a) 0 4 c� a� 0 a a c c� 0 m a� 0 c co U) as cu 0. `0 am o 3 c 70 o O 2 z (I)O 02 0 r� co d U U) zU) O� �Q �x 0:5 V_0 o ate' 0) co o U N .O O U L � co o Cn L o :3 C U co 00 �U � O E o c U �U) as 0 0)O � U c� n O L REFERENCE LINE- SHEET C4.3 Of L REFERENCE LINE- SHEET C4.2 /Cv�wcv 1NR HH l\ / l / \ \ / / / /b �� / / / // / G / IRR HH J / - - - IRR HH !j/ \ 0' 8 /TARY�SECNE�? l / I l I I I / / / / / / / / / l I I \ \ 1 1 I , O lCV EAS EDIT / �.I 82,PG430 /Q 1 / ,l / / �" sry- J BOX I — / \ I ^ / / / k / / / , / / I I I I / I / G� I � If J. Kc RST11 o \ - c� // / / F� REPAIR AREA FOR % / \I I �'/ i�' / / k I l / // // // /' ,/ ' ' ' ' / l \ I I / \ I v a I / � % I /�/ // � / / � / / / 1 `) \ 1 I ► � l� I Il l ���, 8/2 I /I8 NEW UTILITIES Ol A ( 1�0 \\ / t / I V V / 1 / I I l `� BOX \ I 6"x6" DI TEE / 8'x10' COMMUNICATIONS I �i `� /l ; I / / / / / / / I ' \ �Rr / s ° I MANHOLE (TYP) / \ I _ -4 90 DI BEND / \ pt)y - 8 x6 REDUCER / / �+ \ � (2) 90 HDPE BENDS / � /I�/ W Ili V/ I \ \ \/,, \ 1 (2) 90° HDPE l ,l /' /l',// B,qX \ \ 11 BENDS ox\ 6„ / \ a / l l IIIII l '/// / / l I l / , / l//// ll/� o;= DOMESTIC WATER Q Q �/T - l I / I II I l l l �� l I I / /' / I r / / / / / / l l l l / orn $ Hw \ Bt X \ I ` = 7 Ti OB O 5 6„ L / SERVICE Q / / / I /I /l /l / / / l // / l l / / // / l / l l / a o co \ \ O s l) / l 1 b I I I l / / l l l l /// l 1 1 1 > \ \\ 6 DI FIRE WATER l , l l I I / I ( l // E \ \ / / / \ / w \ \\ ACCESS EASEMENT \ ` UTL 1� / r ^ l / III /l I /I / / /l /l r u, > \ \ s SERVICE FROM CEP � / I \ DB. 1282, PG. 430 w IRR l j \ \ I X' I CONC. COLUMN / I l/, ► I l/ / I I 1 I l l/ l/ l// / l l F- U a � \ l ❑p / \ \ COL N ,�, / / / 1 / / I / / I I w I / // r I 1 / l / l ' I I l / l /' a LL + � w p \ T / 1 / / I / / / I I / / / � 2 / 8" PRE -INSULATED HDPE / 1 / I l I I I I/ I I I I I I I I / l / l l/ o L Q J U � rn l l l l lI I I I I l l l l CHILLED WATER SUPPLY AND RETURN � / I / / I lRR H ' l � I I I l / / l I J _ � , / O / I I /, \ I , I / � l I l l ( ► I a \ \ \ BRIC;<PAVER \ F� I / TO EXISTING HOTEL / �/ IRR H l I a \ v s l / I b, 1 1 1 I I I / I l l I I w r� � / � / I/ d' II I / 1 I 1 I I � �> oN / /_ \ III I i // \ I l l I a> c� / / 6" PRE -INSULATED PERT HDPE " I I ( I I IIIII I I I \ / , I I I I Z W N FOUNTAIN HOT WATER SUPPLY AND RETURN I I ( \ \ I I I I I I I z gs2, _ ® TO EXISTING HOTEL I / CO / \ \ ` 1 \ ` \ ( I I p x O \ v I_\ I \ I Q J Q \\ WATER � ' l WA�ER I I /^ \ i / / I _ \ I I \ \ _ \ \ \ \ \\ Q � a I / / \ \ LOCATIONS OF ALL SIX (6) / / / \ SEND/RETURN /I / ETURN SENDI WATER LINES HAVE BEEN I / I / I I I \ \IIII \ \ \ ` J \\ �\ \ \` = V aj Q Ln u I I \ / I \ i \ \ � _ SHOWN FOR GRAPHIC / / \ / I 1 I \ ` \ \ U) I \ IIII \ \ _ _ _ \ I \ c W -46/ _ \ D \ \ / �I I / `L PURPOSES ONLY. REFER TO I / I / \ / I I , , \ \ \ \ \ \ \ o N p \I \ \ \\ �❑s \ \ II \ / ARCH./MEP PLANS FOR FINAL 1' l Il / 1/ 1 Ilt \\ \\ \ \ \ _ \ \ \ \ \\ \\ \ \\ \\ \ M z Z Z \ ` ASPHALT \ \ ) l I l \ \ IRRIGATION CONNECTION DEPTH & / I / I I ll II \ \ \ _ \ \ \ \ \ CL � J W W \ \ LOCATION INTO EXIST. LOWER I / I 1 I I ' \ _ _ _ \ \ \ o w OX l\ \ \ \I LEVEL PUMP ROOM. , \\ 11 / I I 1 11 \ \ �\ \ \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ �0 w O O \ \ \ -460\ s X \ I \\I If I o (n U U TO BUILDING WI / l / /I ) I r / \--__� / \ _\ \ \ \ \ `\ ` \ � / p W W (GPX BOX l I X'I CONC. COLUMN / I \ 1 \ \ \ \ \ - 440 / \ \ \ \ \ \ \ ` \ \ \ \ \ \\ \\ \ \ \ \ \ \ = a a ASPHALT` , \ \ \ I I / / ) / / I ` ) 1 \ \ \ \ \ - - - \ \ ` \ ` \ \ \ \ \ \ \ \ \ ? O O ®ICV G l / 12 // I I 1 \ \ ' / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ 1 0 IRR HH AVER / I I I \ \ \ _ \ \ \ _ \ \ \ \ \ \ \ \ 1 I I \ F- W W G' GP - \ \ \ \ \ \ j / l / l (BRICK WALL \ \ ` \ \ \ \ \ I I I I I p U ITOP=45h. 6 ` \ _ ` \ ` \ \ \ \ I I I I I I I I 1 w I /CV /CV / I \ \ _ \ \ 1 I I I I I I I I ILu \ \ \ 457• f \ \ \ \\ \ \ l\ \ p IRR HH � � / / If L _ I If I / - U w CO CO UGP�� \ I \ `� \ \\\ \y\\\ \\\ I� I p /r - / / / / ( I I - - `\ \ \\ \\ II I , I I I ( a I / I I I z Q \ \ VEHICLL�'C•HIARGE PED L \ / ' \ \ l / I I �0 6" DIP GA- / (3.5' MIW�COVER) \ _ ' / — \ \ \/ \ \ \ / I I \\\ \ \\ \ 1 I 1 I I / I / I I I I I I > / \\\\ \\ / I I I I I I I I I I I I I I � DATE \ \ \) I I / / v _ 7/ / I I I) �� h� ) I I I \ ,' / ) ► 1 1 I I I ( /' I / / I O n 1 _ I / `__ / 11 I I / I 1 3-26-2018 III / ro Q // / I I 1 ► I I I I / ELE IRR H - _ \ �''A , I I \ \ / / / / / I I I \ I I I I I / � l / / / I I ► \I .454. \ 0 I/ ( I I I I I / \\ / / / m Q / / , \ __/ /� ) 1 1 / / I I I I I I I I I I I I I I I I // I DRAWN BY BO�1 D / � �EOI 1 / ,III I�VV / I / �' {� I I 1 / / \ `\O� GG�o / - - If (53 - ' \ \ I I) I II O� Ebb \ ;'/,, �` / / // / / / _ _ / \ \ ' if I I I I I I I I r ) 1 1 I I I I I J. SANDERS \/\ JG \ - l \�` \ CRITICAL \ / I I a I v / III / I / / / / / �%� DESIGNED BY \ \\ I SLOPES (TYP.) y� / I I I / g62. ///IIII r' / / B ,G \ I l I X'I do C. cooU l� / ` f\ 1 1 1 �Dc� ', ) I ( I I I I I I I I I I I I 1 • `� / l I I'� ,' //i /// I / l K / IRR H/H / / / \ ` _ / I ) I / I I I / I I I I I I I I I I I I I A. ALLISON / \ UT, � b� / f\ , I I 1/ 6/ \ , , / , \ I I I / \ / I I I I I I I I I I • cS / // / / _ / IRR H /Z \ ` \ \ \ \ I/////// / �l IRR,-HI / / // // / / / \\ (/ ` \I II i i / i r1 I , , / I I r • CHECKED BY T\ / / / I G \ /\ \ \ /� \ / // // // // / / \ /I I 11 \ 1 11 /' \\ \ / _ I I 1 , I / � I I ► I / , 1 1 I I I UG / U \ / / \ I k5 / / \ 1 I I I I I l I / l • �4-r 1 / \ \// I I I I I l l I C. HIFFLETT I I / / / / \ \ / I / J I / / ► I / / /� \ / / / , I I / / I \ \ I I / / / / / I I I / 1 / 1 • SCALE // S14NITARYMH / / / \ ( \ ' / I / / l l / / ► • 1„=20' TOP=45,P1.8937,98 / / / III 1 / \�� / / / / / / / / , / / I / / /UNA54E TO REMOVE LID )IIIII / / , / / / / / / ( / 1 I / • z STORd GRA \ \ TOI'=447.88��_ / I I I ' / / III \ \ / / \ f / l )GOUT=444.68 ^ 1 `\` _ 4` T _ l l / \ I --I \\ 445 \\ \ \ 6i REPAIR AREA FOF kk \ / NEW UTILITIES - Q \ Z \ / 45°BEND //\ \\\�'o \\ \\_ 1mow// S/, STORM G \ / - I t 1 _ _ - i I f I - J / / I 1 / / I I / / 7 / / / \ l r440.9A I \\/'\ / \ I I I / / � I / ^ / i/J/I/I////IIIII /// /6RITICAZ / //// %/ii�/�� / l \ Z INV IN=436 6 \ I I I I l i / / / / l I / SLOPES (TYA) 5 OUT=436.11 / sr / / / l > \ / A// - \I ~ o NEW EASEMENT \BOUNDAR� \ \ \ ` ^ ` - �G�� I ^h �4�OJ�/ / W I \I \ II I I Il II / // ,/ // J /' // // / // / I \ \ CO 443 - �� /' Q I I I \ l I I I I I I I / / / //,' / / / / /I I !\ \ O _ \ ' 1 \ / 1 �� \ `G\ \ - - \G ° \ 4A2- - / \\ lRf��` \ \ \ \ ` \ ` \ / ' I I // IRR HH \ /Qf I / I \ \ 1 1 I I I I I ► I I / l / / / / \ I w 11.25 +45 \ \ \ H \ ` \ I 1 I I \ \ \ I � BEND ' c\\J/-L�' IRRIf( A2' V ` / I I \ I I ► I ' / / \ /- I /CDC \ 11 1 1 I I I I I I I/ r / I / __ �/\`\\ \ `\ \'- ----�� I I / / R39 �/ \ I I I I I I I I / II I I // / I I 1 / , / l - - ' GT\ ` - - _ 37 \ \ \ \ I \\\ /4i \ ` \ I _ I % I SANITARYMH / , k39 - / I I I I I ► I I ► I / I I , \ 1 / , Z r 4 \� \ \\ \ _ TOP=437.98 / / / / 437 / / / I I I III 1 I I I I I I I I / / / / I , /\ \ \ ' / / 1 � Q INV IN -425.93 / / / 6 / I I I i III , I I I 1 I I \ / NOTE: LOCATION OF UTILITY CONNECTIONS J 0 INV OUT=425.69 / / / ' �3 I 1 I / I \ / / I —I / / I ► I \ l AT EACH BUILDING SHALL BE VERIFIED � U J \\`\o` \ �v\�T% —i/- —1 I \ / / / / ,' J / l 1 I ► I 1 1 1 I I I / \ \\ \ / ,' I WITH THE MECHANICAL ENGINEER. W 43 \`� Gc\ — 6 DIP \ \\ \ \ \ \\ \ \Lu Lu \ / / / / .4311\ 1 \ \\ \\ z Q (3.5' MIN COVER), ' / - \ \ \ ` \\` C \ \ �� - - _ _ / _ N `� _ _ / / / / / / \ I /I / I / \ 429-- W 8 X6 TS&V \\ \'q3 \ aSP `\ -- --�� \ \\\ \\ \ -- /' // / / / / / / / (kti /, / // , / ( 1 1 , 1 \ / / 1 11 \ I I I C4.2 k3g \/' %\ \ I I I III I I / \ /\ ti IR)�\ I j / l i \ 25' S/ETBACi / , �/ /' ''` \ \ / / - _ - - - \ \ \` \ \ _ \ v l / I _ _ /w' Lj C M O� /� \ — — — — — — — — — _ — — \ \ \ \ \ \ \ \ \ \ \ \ \` \ JOB NO. 211 O G\ \ \ d \4) SCALE 40241 1 "=20' /' Q SHEET NO. C4.3 --_------ - - - - -_ I a) � �O -0O� o O z m0 02 c c� E o - 0 c a) cB w 0- O C� 3 U) Z O (D 2 a 2 x a) F- o o 0 0 0 0 '3 a U m 75 0 a)o O U y O L cn (B 0 U) C L a) 0 E =$ 0 U o 0 .s ca -0 U O U O O U L c� 0 O O U 0_o N a) L E 465 460 455 450 445 440 435 430 STA 5+32.26 APPROXIMATE SIZE AND DEPTH OF EXISTING UGP DUCTBANK STA 6+49.16 APPROXIMATE SIZE AND DEPTH OF EX UNKNOWN UTILITY A PROXIMATE LOCATION OF FINISHED GRADE (FOR INFORMATION SUBJECT ONLY, TO CHANGE) / 3.5' CLR (MIN) STA 6+3 .19 8"x8" DI EXIS ING GRADE l i TEE � I II II J 8T 1' CLR (MIN) PTH STA �+34 52 & STA 4+36.52 K 4",PRE-I SULATED HDPE CHILLED WATER 9UPPLY& HDPE RETURN CAPPED FOR APPROXI OF EXIS ATE SIZE AND Dt NG UGPDUCTBA FUTURECONNECTION / \ / STA 4 38.52 & STA 4+40. 2 3" PRE. -INSULATED PER HDPE HOT §TA 6+37.69 & STA 6+39.69 WATE,R SUPPLY/RETURN CAPPED 6" PRE-INSULAT D HDPE CHILLED WATER FOR F TURE CONNECTI N SUPPLY & HDPE RETURN TO EXISTING HOTEL STA 6+41.69 & S A 6+43.69 6" PRE- NSULATED PERT ODPE HOT \ / - �- - -� STA 4+93.18 WATER SUPPLY/RETURN TO 8" DI 11.25° BEND EXISTING HOTEL / STA 4+22.50 1' CLR (MIN) STA 4+73.04 8" DI 11.25° BEND 8" DI 11.25° BEND STA 1+9 .00 100, / .1000 STA 4+132.25 8" DI 11.25° BEND APPROX MATE SIZE AND DEPTH OF EX 30" DUCT II _ STA 4+3 .16 8"x8" DI EE S A 4+18.80 STA +94.63 / I I l 8" 8" DI TEE APPROXIMATE FACE OF FUTURE CENTRAL ENERGY PLANT LOCI TION AND / J L DEP7 H OF EX STA 3+94.36 8" GATE VALVE NAT RAL GAS ST 1 9+42.53 SER lCE AP ROXIMATE SIZE / AND DEPTH OF EX U P STA 2+25.22 / / / .04 STA 0485.32 CENTERLINE COMMUNICATIONS OF 8" DI 45° BEND r STA 2+3 STA 3+ 8" DI 11.25' BEND I I 8" DI 450 BENDU DUCT BANK. 24) 4" STA 3+66.48 CON UITS. I I 8" DI 11.25° BEND - DI 11.25° BEND / / I I 8' 'Ile 2+55.13 STA 0 39.37 / 8" DI 11.25° END _ / / STA 2+08.86 STA 0+06.25 APPROXI ATE SIZE AND D PTH 8" DI 45° BEND r if lU (TO REMAIN) STA 0+13.71 / I III 8" 45° DI BEND V STA 9+91.66 STA 0+72.00 1.5' CL AP ROXIMATE SIZE 3.5' CLR (MIN) 8" 45° DI BEND (MIN) ST AP 1 +43.00 & STA 1 +II45.00 ROXIMATE DEPT"F 22" - PR -INSULATED CPVC HOT WATER DOMESTIC SERVICE TO CLUBHOUSE '(MIN) AND STA 1+19.73 & ST NOTE: PROFILE HAS BEEN TAKEN ALONG PROPOSED 8" DI FIRE SERVICE. DISTANCES BETWEEN BENDS +39.67 12 _ 1+20.73 1.0' CLR (MIN) STA C 8" DI 5° BEND 3" PRE -INSULATED PERT HDPE HO WILL VARY FOR 8" CHWS, 8" CHWR, 6" HWS, 6" HWR, AND 8" DI DOMESTIC WATER SERVICE. -WATER SUPPLY/IRETURN TO CLUBHOUSE NOTE: SURVEY WAS COMPLETED USING BEST AVAILABLE INFORMATION. CONTRACTOR SHALL INDEPENDENTLY VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES, SHOWN AND UNSHOWN. 6 FA 1+16.73 & STA 1+17.73" PRE -INSULATED HDPE CHILLED WATER NOTE: CHILLED WATER RETURN LINES ARE NOT TO BE PRE -INSULATED STA 0+33. 15" RCP STORM 1 PIPE SUF PLY & HDPE RETL RN TO CLUBHOUSE NOTE: PROVIDE MINIMUM 1.5' CLEARANCE BETWEEN UTILITIES UNLESS OTHERWISE SHOWN 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 6" PRE -INSULATED PERT HDPE HOT WATER RETURN 6" PRE -INSULATED PERT HDPE HOT WATER SUPPLY 8" HDPE CHILLED WATER RETURN 8" PRE -INSULATED HDPE CHILLED WATER SUPPLY FINAL BACKFILL - - - - - - - - - - - - - - - - - - /��TO CENTER HDPE (TYP) COMPACTED INITIAL BACKFILL 8" MIN- - - - - - - - - - /�\IN O 4" MIN COMPACTED BEDDING 12.33'; TYPICAL UTILITY TRENCH SECTION SCALE: 1" = 10' REFER TO MECHANICAL DRAWINGS REFER TO MECHANICAL FOR TYPICAL DEPTH OF BURY AND DRAWINGS FOR DUCTBANK AND PRE -CAST COMMS MANHOLE TRENCH WIDTH TYPICAL BACKFILL 8" DUCTILE IRON \/j\/j\/j\ FIRE SERVICE 8" DUCTILE IRON / / GENERIC COMMS DOMESTIC SERVICE �/ / / / DUCTBANK W/ (24) 4" CONDUITS SHOWN. REFER 2.5' CENTER TO CENTER DIP (TYP) / TO MECHANICAL DRAWINGS 000000 FOR SECTION 8" MIN 000000 DUCTILE IRON PIPE BACKFILL PER DETAIL ON SHEET C1.1 000000 000000 / ��\' / REFER TO MECHANICAL DRAWINGS FOR DUCTBANK AND COMMS MANHOLE TYPICAL BEDDING NOTE: THE FOLLOWING NOTES APPLY TO THE BEDDING AND BACKFILL OF THE PRE -INSULATED HDPE CHILLED AND HOT WATER SUPPLY AND RETURN LINES. REFER TO DETAIL ON SHEET C1.1 FOR DUCTILE IRON WATERLINE BACKFILL DETAIL REFER TO XTRU-THERM INSTALLATION MANUAL FOR MORE INFORMATION 1. ANY ACCIDENTAL OVER -EXCAVATION SHALL BE FILLED WITH BEDDING MATERIAL AND COMPACTED TO 90-95% MODIFIED PROCTOR 2. THE TRENCH FLOOR SHALL BE COMPLETELY CLEARED OF STONE AND ROCKS AND COVERED WITH A MINIMUM OF 4" OF COMPACTED BEDDING. 3. THE BEDDING MUST BE RAKED UNIFORMLY ALONG THE ENTIRE LENGTH OF THE TRENCH 4. THE COMPACTED BEDDING AND INITIAL BACKFILL MATERIAL SHALL CONSIST OF SAND OR A SAND -GRAVEL MIXTURE IN WHICH THE GRAVEL IS EITHER PEA GRAVEL OR CRUSHED STONE WITHOUT SHARP EDGES 5. NO UNSTABLE SOIL, SUCH AS PLANT OR VEGETABLE RESIDUE, CLAY OR SILT LUMPS, OR FROZEN EARTH SHALL BE USED AS BEDDING 6. BEDDING AND INITIAL BACKFILL PARTICLES MAY NOT BE LARGER THAN 4" IN DIAMETER 7. MINIMUM 90% OF THE BEDDING AND INITIAL BACKFILL MATERIAL SHALL PASS A NO. 4 SIEVE 6. MINIMUM 90% OF THE BEDDING AND INITIAL BACKFILL MATERIAL SHALL BE RETAINED BY A NO. 200 SIEVE 7. INITIAL BACKFILL MATERIAL SHALL BE PLACED IN 6" LIFTS AND COMPACTED TO 90% MODIFIED PROCTOR 8. WATER MAY BE ADDED TO THE BACKFILL MATERIAL TO ACHIEVE THE OPTIMUM MOISTURE CONTENT 9. MECHANICAL COMPACTORS NOR WHEEL OR TRACKED VEHICLES MAY BE USED FOR COMPACTION UNTIL A MINIMUM OF 12" OF COMPACTED SOIL IS ABOVE THE TOP OF THE INSULATION JACKET 10. THE FINAL BACKFILL MATERIAL MAY BE NATIVE SOIL BUT MUST BE FREE OF ROCKS LARGER THAN 3" IN DIAMETER 11. NO FROZEN EARTH, ORGANIC MATERIAL, PLANT OR VEGETABLE RESIDUE, OR FOREIGN MATTER SHALL BE USED AS FINAL BACKFILL MATERIAL 12. FINAL BACKFILL MATERIAL SHALL BE PLACED IN 1' LIFTS AND COMPACTED TO 85% MODIFIED PROCTOR 4+00 4+50 5+00 5+50 Keswick Hall & Golf Club Fire Waterline Restrained Joint Calcs Calculations provided by: http://rcp.ebaa.com/ Factor of Safety: 1.5 Soil Type: ML Cover: 3 ft. Trench Type: 3 Test Pressure: 200 psi 8" Polvwrapped Ductile Iron Pipe Fitting Length (ft.) 11.25 6 22.5 12 45 24 45 - Vert. Offset (Upper) 65 46- Vert. Offset (Lower) 15 90 57 Plug 155 Valve 155 Tee (Branch) 103 Note: Restrained length is the minimum distance each way. Extend to next pipe joint where applicable. 6+00 6� 465 6+48.16 i\TE VALVE 460 STA 6+56.18 8" DI PLUG 455 450 445 440 435 430 6+50 6+56.18 0 50 PROFILE SCALE *� qp�' tN Lic. No. 04020n 8507 VAL M 0 0 U N � N � > E W N •E Q LL U. -2 � 2 w O r6 tY LL- M Qa JJ U 00 LUJ -� p[ > O O� W p N U W Z I- .- �x U') 2 N = U > Ln Q c U) rn O N L � M a� CO J Z O z O a U L0 w � Z Z O U_J U_J LU OO OO Z Z Z) Z) cc U U ck� ck� O O j j W W ck� ck� 0 w ca DATE DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN z O 1- 4 \Q O z LU 0 z Q z O H J OQ LU L.I.J J 0 LL > O z � � Q z � J O U LU J J V Q I� LU LU co zJ Q UJJ J Q z LU U J J Q 2 U I -I V ) LU JOB NO. 40241 SHEET NO C4.4 0 N U c L > a> 0 4 cc a� 0 n L Q T C (o L O c ns Q 0 0 c �0 00 co L Z 00 �2i 0 2 c co w E o � 0 c o 0 d o D Q� 0 Z oQ) 2 n g x m 0 a' -t 0 0 Q o n U a) o a) U a� nz = o �o m E � 0 U � o _0 0 -0 .2-0 T E U o C ( .0 � U - E n3 � N o � U � o Q� � E ry / \ 4" C.O. (TYP.) BIORETENTION TURF \ \ \ ---------- / / ,/ / / / / / / / / PLANTING \ BIORETENTION / �' ► rr//'/, / r , // / / / ��`b FACILITY 1 O 4" PERFORATED PVC O UNDERDRAIN (TYP.) 0 \\\\\\ \ \\ \\ i, GABION BASKE `' 602 FOREBAY WALL 1 \- _ \ O TW 438.00 ` / o BW 437.00 / / 601 18'X9' FOREBAY 37 \ \ o 0.5' AVG DIA RIPRAP 43g / I_ 0 O \\ \ \ \ \\ ,WIDTH 1=3' \ 600 0 \ \\ \ \ WIDTH 2 = 9' �3 \ \ O \ \ \ \ \ \ / LENGTH =8' O DEPTH - 0.75' \ \ \ 616 ✓ i/ / i ^� CRITICAL / /� I\\.\� 1\ i \ 610 611 \ \ O 0 SLOPES (TYP.) 441.75 \ \ I\ O \\ \\ 2 I / 0 441.50 �' I AAA✓ - ' ,'� / // / I i \\ \I / `615 603 \\ \\ O I 613 \ O 442.00 I 614 v v FFE w 442.00 1 \ \ TS 442.00 I LIMITS OF \ \ FFE _ �i'=.� \ SURVEY Us4r " \'' \ TS 442.00 606 \ \ \ \ \ \ ,\ FFE = 442.00 \ 1 \ \ \ \ \ P/ FFE442.00 = I I If 0 0 608 607 p TC 43 0 \ \ I \ \ \ UGP- (CIO� / I r / \ TS 441.88 UGP-�� / \�\\\ / \ ( \ \\\BS441.38 P, \ � \\\ \ G UGP Q 0 / 11\\ 447- /UGP / / /� / ` `Z•\I`1 \ \ " \ R If I I --- \ UGP ,( \ o \ �yy \\ \ \ \ o \ ( > If o I / I / //- -QS/_\ \ \ I \\\ \ \ \ \\ \\\ \\ \ \ \ I /r 1 ° / 1 \ \ \ 45n co U � C: o N 612: 12" Basin - Circular Grate mo o co LO STA 10+43.47 TOP 441.75 r o qt INV IN 437.65 (613) �aO Q> O- INV IN 437.65 (615) U) z INV OUT 437.55 (611) 45n 445 445 PROP. GRADE 440 440 _ EXIST. GRADE 615 435 0.56' OF HDPE 435 430 430 9+50 10+00 11+00 STR 616 -STR 612 445 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 C� L O U S 0 600: MH-1 w o M STA 10+29.44 m o o LID It TOP 439.00 ++ M INV IN 426.51 (603) N Q O INV IN 430.41 (601) CD U,Z INV OUT 426.34 (EX. 15") (0CH- 445 EXIST. GRADE 440 440 PROP. GRADE 435 435 430 430 2 ,'44' OF HDPE 2.00oa 0 425 425 50 4.rn a) O 612: 12" Basin - Solid Cover STA 10+43.47 L TOP 441.75 U INV IN 437.65 (613) C: o `o INV IN 437.65 (615) m - o M INV OUT 437.55 (611) _ + 610: ES-1 for 12 inch Pipe o � O0 STA 10+70.29 4 < OQ- > TOP 438.10 mv)�z INV IN 437.00 (611) 45n 445 445 PROP. GRADE EXIST. GRADE 440 440 435 435 611 43.47' OF 26.82' OF 12" HDPE 12" HDPE @ 2.00% @ 2.04% 430 430 9+50 10+00 11+00 11+50 STR 614 - STR 610 0 5 PROFILE SCALE 608: MH-1 STA 10+00.00 TOP 439.71 INV IN 433.04 (EX. 15" ) INV IN 433.04 (EX 15") INV OUT 432.94 (607) 445 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 606: DI-313 6 ft Throat STA 10+10.74 TOP 439.50 INV IN 432.83 (607) INV OUT 432.73 (605) 600- MH-1 604: MH-1 STA 10+97.38 STA 10+42.17 TOP 439.00 TOP 439.50 INV IN 426.51 (603) INV IN 431.26 (605) INV IN 430.41 (601) INV OUT 431.16 (603) INV OUT 426.34 (EX. 15") 44S EXIST. GRADE PROP. GRADE 440 440 435 0 435 430 607 10.74' O F 15" RCP 73 so y��� 430 @ 4 9 68% 60 SSI u @ 1.00% 425 cc)�� ti3O,ox, Q %� 425 / I 1452 _ 9+50 10+00 11 +00 9+50 10+00 11 +00 11 +50 ' STR 602 - STR 600 STR 608 - STR 600 / 1 - \ HORIZ SCALE. 1 =50 HORIZ SCALE. 1 =50 / r ° / 1 I \ _ \ \\ \\ \ \ \ \ \ \\ \ I\ VERT SCALE: 1 =5 VERT SCALE: 1 =5 \ ° -454 / \ \ \ \ \ \ \ \ / - \ \ \ \ 1 ► \ \, i o / \ / - - JOINT PARKING &ACCESS EASEMENT ' \ ° \ \ \\ \\ <� \ APPROX. LOCATION DB . 1282, PG.430 \ � _ \\ 20' UTILITY EASEMENT i ° / /' \ / \ / � \ \ \\\ \ � \ \ ` DB. 1282, PG. 430 \ \ \ \ \ \ \ \ \ \ If DI1/I I I1j / 111111 I I I I I I I / 1 1 1 o - o _ �� \ \ \ % \ \ \ / / / ^ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ 1 \ - O l 1 I I I I / I I I I I 452 �cS� / // \ \ \ \\ \\ \\\\ \ �\ \ \ \ I \ , ` 1 1 / 1 / 1 /III I l lI 1 11 1 1 1 I 1 I I / 1 r / �-"cN, \ \\ \ C 453 A _ I \ \ \� \� 454 \ \ ` \ \ Q \ \ ` \ 1 \ \ 1 / / I I 1 I I I ) ► / I ' 453 456 \ �\ Nz- \ \ -\� / \ 455- ° / �/ \ / / ` Q 459 I / r IN \ Co-\ \ \ \ \ \ \ \\ \ \ \ \ \ \ o IT r NIP o o' -4 IF 00 0 If \I \\ / \ 1 / / If / o \ / I I I I I I \\ / ° ' / / W- I/ � I / _ / / / \' / . r I / C� / I I I l \ / 1 I 1 / I ` ` � I ► I 1 / l r 1 I �� UGP1 - �W�/ UGP- � // U � ' / 1 / - \ / 6 I I l I SATOP�457.90 I 1 / \ I \ \ \ \ /) \ I I 1 \ ' / ' / ' ' I GP / / k I I / I / I / I \I_J�� /IMF / � / X I 1 I I \ \ / / I y 1 I I \ I I I I I I I I 1 1 1 I l l 1/ � \ o I /NII/ 1Nr-446.731 I I � I I \ ` I 1 I I 1 / / I \ I 1 W� / I I / / \ l / I l 1 V UT=432.66 / 1 I / I I \ I ( 1 I I 1 / ` I I ,' ( \ / � N 9 ► I I I I I I 1 \ I '1 1 11 / I \ I I 1 I co I / / l / ) I I /r lI 1 I 11 1 11/ / o JOINT P.�` 'KING / ' - J / / / / i / / l \ / / / lI �/ l I I I I t t / - \ I I 1 / / / / / I I 1 I I 1 I / / r I I I l 1 I l' h� I l l 11 I/ 1\\) -\ I / III ACCESS EASEMENT � l \ DB. 1-082, PG.430 l �/ \ / / // ` / a b b ✓ 1 I I l ' // l l ' 1 I I I ' ` ) ' I I I \ 1 / 1 \ \ h a /l \= /b l l l �/ \ 0', ITARYrSEWER EAS EMT / / / / ' / 1 / / / / / 1, If_ /\ / ,,{, 82 PG 430 / / / YL CIO / I / / / �s /�\ \ � �� ) J/ / � �/ l \ / -/ � l � / `/ / / l / / / '/ / / l / ► / I I I 1 1 � l / ll1 / / .� � ��� i� �� i� i� '� illy i� i� i� � i� � � � � � �� � � �iW / i� i� i� i� i� i� i� i� i� i� iIIIII� �`' iIIIII� il��iiI� / iIIIII� i � ' �■ � �' ' % iliili iI� � � Ir iIIIII� iI� � � � iIIIII�' ilrili illli�i 'iili i� i� i� i� i� i� m REFERENCE LINE- SHEET C5.1 C� Lic. No. 0402.048507 I. '1O!VAL M E 0 N U N � > E LU e.9 ~ U Q LL 0 LL o w O 0C LU L M QJ U co LL J - Uj LU C'J rj (A N ~ LU O � X v7 o a : V7 = C N = U Ln H Q c U') rn O N M a � 00 J o w U') D O 2 O F- 0 LU LU_ 2 U a z O O z O a U (n UJI � z z O UJ O O Z Z a a O O W W cl� ck� ca ca W \ \ O DATE 3-26-2018 DRAWN BY 1. SANDERS DESIGNED BY A. ALLISON CHECKED BY C. SHIFFLETT SCALE AS SHOWN' z O I� O z LU I..L z Q z O z I� Q _J O Q LU � z LU Q o z z � � Q 0 O 0 LU z J ( Q Q r1 Q. w V LU m z z a LU 0 J Q r�crr� V z LU U _J _J TZ U I --I U) LU 30B NO. 40241 SHEET NO. C5.0 L t c >. m .c: w m U >. a 2 N lzT N 35 c 0 0) 0 a 0) 3 (D z 0 Of � 0 9 a) U) a 0 U am N = S9 0 0 m YI U Y N O M 0 Of L �m� mmmmm mmmm �� ��mmmmm�mm.mm� mmm ■� ��, REFERENCE LINE- SHEET C5.0 \ / / / // \ / / I l r I I \ I l \ I ) I I / r 7� / �s /) � ! / / / / /I 7 1 1 1 I /( \ 111 // // I �m I I I I I /I I I I , / \/ / I /\ / \ / / / / /! / , I I I I I / I I\ ) - ,I I J /! 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U L c CO cc 0 0 U 0_0 U)a) z - H E p J } a w fr LL A L rf � SETBACK MANWAY } 50,000 GAL MIN IRE SUPPRESSION TANK 0'0± M. r #.# lw # A CEP YARD -z r dw a 4 16"4' i 3" MJ 11.25° I I BEND I l l II _ - 12" MJ 459 BEND EXISTING S TORM SE7R TOP=437.?. 7 TANK FOUNDATION II V 007=426.9 d TANK OVERFLOW CONCRETE SPLASH BLOCK o- � v VAULT FOUNDATION t 16'-0" TANK DRAfN VAU LT II 4 r 1 v I' f 3" DRESSER COUPLING SCREENED 3" ALTITUDE VALVE RPZ DRAIN 3" DATE VALVE - QUICK DE :�ONNECT DAP r APPROVED EQUAL FLOOD DRAIN TO a STORM SEWER �" RPZCKFLOW ` e ELEQ IC FIRE , PRE ENTER PUMP SKID „ 1 4' l I I I { 6" DRESSER COUPLING FIRE PROTE T N SYSTEM PLAN SOLE: II 6' DOUBLE I I DOOR I I II II ;II �II � I I 1 II IC —I '44I— NI — _I I !!� '� -- � II j 8x6'- MJ REDUCER II II II II II II TEST I I HEADER I I LEI FEET NOTES 1_ REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING DIMENSIONS, WALL AND FLOOR PENETRATON LOCATIONS, DOOR SCHEDULES., ETC. 2_ REFER TO MEP D RAW I NGS FOR H AC DESIfi,N, PAN ELDETAIL,S, LOAD REQUIREMENTS, WIRE SIZES AND RCKJTING, ETC_ 3_ PIPE SUPPORTS AND HANGERS REMOVED FOR CLARITY, SU PPORTS NOT SHOWN MAY BE NECESSARY, SUPPORT PIPES AS REOUIRED, 4. RESTRAIN ALL JOINTS 1' 2' 4' 8' SCALE: 18" = T-0" s O 0 W W L) a m 0 D r 0 ad c� uu z Q w of W DATE 311116 DRAWN BY J. MARSHALL DESIGNED BY J. STRICKL N0 CHECKED BY 3. STRICKLAND SCALE A SNO N z w I --I Eli LL C LL Lu CCis LL p J a C 71 a Uj fr LL L Pump Type:6X5MAA Tarp PatternB-1 1313 Imp Dia.10,125 Vane Tips.,25 No. Stage%, I C'ertiI se i By, �"I 100 90 ` 80 - %0 — 60 — o €50 - LU 40 - 30 - 0 10- O 500 450 400 350 300 250 00 15D 100 I. 50 L 0 0 Patterson Pump CompaU Test Driver.G.E.- H P.200 E ff"/6 I0.932 Test RPM.1560 Test Type: Pcrfornsance Test Approved By— �4WM4 EOD 1-A-� Ft. Head BHP 250 500 750 1000 1250 15M GPM SHEET NOTES 1. REFER TO ARC HiT TURAL DRAWINGS FOR BUILDING IDIMENSIONS, WALL AND FLOOR PENETRATION LOCATIONS, DOOR SCHEDUILES, ETC, - REFER TO MEP UWWINGS FOR HVAC DESIGN, PANEL DETAILS, LORE? REQUIREMENTS. W RE SIZES AND ROUTING, ETC. 3. PIPE SUPPORTS AND HANGERS REMOVED FOR CLARITY, SUPPORTS NOT SHOWN M AY EE NECESSARY. SUPPORT PIPES AS REQUIRED. 4- RESTRAIN ALL JOINTS v a,y 4 I Ae 4 z a ANTI-VIRTE COLLAR TANK SUMP (PER MNFR) 4 8" NUJ 90 BEND 4 PRESSURE TRANSDUCER ALTITUOE VALVE #° SENSING LINE TAPPING SADDLE ' & BALL VANE i (TYP) r + � M. lmmmmmm ■MMMMMM 1 i r i ■����`� 48"x48" DOUBLE DOOR HATCH (ABOVE) 6" TIE VALVE I I D ESSER COUPLING TANK DRAIN VAULT PLAID SCALE, 112'=1'-0" 48"x48" DOUBLE DOOR HATCH LADDER CUPS LEEONC V TANK DRAIN VAULT SECTION SCALE: QUICK DISCONNECT CAP CAM -LOCK OR APPROVED EQUAL QUICK DISCONNECT CAP CAM -LOCK OR APPROVED EQUAL FFE 1=LEV=44 . D0 8" BASE ELBOW CONCRETE PIPE SUPPORT t' Q' 1' 2' 4' SCALE: 112" = 1'-0" F E — ELE�442.00 TEST HEADER 12" PUMP SUCTION 1" PUMP UTIGN FIRE PLIMP CONTROL PANEL ELECTRIC FIRE PUMP SKID cr TANK SUPPLY 8x6" Mi REDUCER SUPPORT PIPES AS NECESSARY (TYP) r 1 0 3" ALTITUDE VALVE NECESSARY (TVP) c ALTITUDE SENSING LINE IN CONDUIT 3" MJ ` W BEND FIFE PUMP ROOM SECTION SCALE, 318'=V-D" 6" MJ BEND ' FIDE PUMP ROOM SECTION SCALE: 3f8'=1'-0" JOCKEY P CONTROL PA 6" MJ BEND TO FIRE SUPPRESSION SYSTEM FIRE PUMP ROOM SECTION $GALE: 0 n ARV ASSEMBLY W TEE 3" GATE VALVE (P) 3" TEE W 90° BEND TANK SUPPLY 8x6" MJ REDUCER --, TO FIRE SUPPRESSION SYSTEM V i° ARV ASSEMBLY (p) • 12"x8" TEE ti 121, PUMP SUCTION v SCALE: 3W' = 1'-0" ry E cc w I 1` W a $ W C" 16 g p _ �v z W:N- y cr -K '2t z 0 Uj w � Nil O i� 0 W > LU W S,j ❑ d M 0 $n DATE D 311116 DRAWN 13Y J. MARSHALL DESIGNED BY STRICKLAND CHECKED BY . STRICKLAND SCALE AS SHOWN L�J Ln Ll U 1 ..c i LU Y. U��y LU LU U- 0 J06 ND} 241 SHEET NO. FP-2 z C G w e 2 0 �a Ez Q a� o �t to z-:9 s� Q G 0 cm cc a� cc .5 � a w� oR wo Qp, DiI *' J 1 W Saw .Islam PRESSURE OUAGE (M1N.3 11`2" Al DIA.1 CALIBRATED IN APPLICABLE 1 1 . „ TSW aoLre„ , ar + L�o� rrl ry +LreL€or�.xsiw ncl IL rrr�e outse UNITS) WITH SNUBBER I Lr .+ 4c+rmsr3 aaualp I IF7kIEFLo is4LATS ORAJJYs0THEF EKED ICTF�! 4" THRU 36" PIPE ra THE FLU rl�µr SF0:I.d EfIE 04►,�pED PLEt,SE WGrsTE 4 1 Pcm,Jx"PMIIy.'{Ifm3k* QW1 rrQfVTHSORMNC. 5 1 F-sm Frk &E w Ptwft"&SW 3: IRS SMIISDESCAFrRTOINFiLlF+SWrFM00KAFNAT 1 4t9TAj.jATUN TFIE B&SE PLATE jtR4iXR THE PLAW AND L77V") 6 I ParIxiIRnCI GP2 aIbm 670 BE GiII E0 PER NVAWTKAM N THE 43 M w4lR ALS $Mr WIT14 Tl* LIMIT F DUXP4ATE 75 OWT NOTE # 'hin Ho W a F4q,d l iCc 1Wl 4: Njt In wwpM,TrliNq m TW NPF. FITTINCsS C LUgrtWF rl Pff ci 9 L sBsfll nJET> rrl�{ar plS a�"�1EEtLG tweInrm CQNKC'lC :CCATK*JsL+AYb#RY+-+.12'. IT18RE jZWMEhVW 112" X 114" 000 LB M.I. OR Tm I: PIPING POT SE A.rX KAkv j* L'7 urI F1HAL FIT -LP 19 e 4 I7911 CG4LETE 3000 LB. F.S. GALV. BUSKING 14 k 1olGtfi Pirj150rIjI:WPFLW_A Wtrn 5-TAMPER SWFtL7,€ ARE FaUVIGIIflHALL 8U7rERFLyVALVES wagwc OF TmsF_Bw a*ltWILLKByc-mm. GRINNELL FIG. 259 Off � r1 1 vEsLv�FC� �a7�o► 112" 01APHRAM SEAL (MAY BE F APPuc reL E GU L.0 Ma �T€ft E4CY LQ +r. UGM, JX*Qw B-LI ME FIG. B3090 O 1 PIPE PuwCown;IPNYEL..xxwkYP4w.mmUr1'!R1TjWtHAtuAT 0 M I TTE D F (D R POTAS LE WATER) ,4 vL.4^�Ls' {ttt1.'.Lu5,j21LI }I 36 BI10 r#l�M1F=o4 IWIINIIHESIS11,Alklll, ,INIWI"i "IFIAL r TANGHIONSADDLE r+3 3 I VI F95ir iw aFO#i MI1 RTn RC F'ECTNe LOGAT�S ANOMALY -161 rmrt Y FFL¢,1 rW +V LI)CMEN L H04YN ON THE DMIA IND. ct 7' CAI FWLE'F Uh41+U PISCk1AF19E pgy,lr: 4$ NOT 4'4LJWWJD I,lI ul > ZI SPCL- `i6ltR II'r' 42US f GMLN III: IM UNE BELOW I$,2• LIENG�NT«E OR-,NALDRUI USE THS 112" CAST IRON LINE tO MAKE SCALM13 AUJI-II fJ't9 WHEN INOLVINGON LENGTHS PAINT SAME Q tu E ECCENTR C PLUG �lALVE A PIPING , Nr 1/2" X 1 114" 300 LB-M.I. OR cc N6 a m 300 LB-F.B.BUSHING GALV- 1 112" SCH. 80 GLV- STEEL NIPPLE O —'•`' STD PIPE FLANGE. ATTACH TO c �' .. 1 11403000LB-F- HALF :OUPLING. WELD � CONC. WITH r44 SST STIED z 311ia TYPE WEDGE ANCHORS. cc TO PIPE DR 1 114" TAPPED Oph}NETION STEEP. SHELL WHERE OAST iRON OR DUCTILE IRON# COAT WITH EPDXY OR 1-1 J2" GROUT w COAL TAR ENAMEL PIPE 1-0. � � of ,� oa w� Nil PRESSURE GAUGE ASSEMBLY PIPE SUPPORT SCALE' NOT TO SCALE SCALE: NOT TO SCALE � i O �. — S O 111 r�q�1Wr 74A1 if6.�1 7 LU hdl -- c) o w7if - I,— - - .1 4 cr AIR RELEASE D 311116 VALVE 0 >` DRAWN BY A 9tiCl34FEAIII w►�'rr rat 2 Gq o,a ro Ru+u�FLawgIW�Nr D0�3-720�73 ID PROVIDE -O DRAIN, J. �4RSH.4,Ci [ �a raoa � (A% PROVIDE All GAP PA7FER PUMP COMPANY TowM+Attl,y' FMLC dc4l9 PI63L3441'DESIGNED By I DI PIPE (SEE PLPLANFDf SIZE: — fj 8. STRICI LAND BALL VALVE FLOOR SLAB CHECKED BY Lei B..STRICK AND v + A ' SCALE NIPPLE r, COMPANION FLANGE MECHANICAL JOINT LOCKING GLAND ENTERED IN SLAB z AIR RELEASE FLOOR BLAB VALVE ASSEMBLY PENETRATION � S�%I C.RIOT TD SC AI F SCALE. NOT T SCALE ad 0 5 WALL MOUNT BRACKET BACKFLOW H� O e PREVENTER Lu Ln 20 r� SS- ADHESIVE ANCHORS 2 SWIVEL BRACKET SIZED TO MATCH cc u 0 a BRACKET HOLE SIZE firy uj MIN- d 71 �.L L � O uj fr z LL SEE LINK SEAL DETAIL 0 UNIT HEATER BUG SCREEN 'S o 1" SCFI. 40 PVC DRAIN 18" MIN. SLOPED 118" PER FOOT 9 THROUGH WALLcm NOTES, 4 •* * ' 1. MINIMUM MOUNTING HEIGHT 7'-0" PREFERRE1) HEIGHT 8'-V * ' -- $ 2- WALL MOUNTRRAC ETTOBESI DANDSUPPLIED BY MANUFACTURER AS PART OF HEATER � c, J06 NC}. ELECTRIC UNIT HEATER I P BFP DRAIN {�G SCALE- NOT TO SCALE SCALE: NOT TO SCALE 0�} 1 SHEET NG. o R FP-3 .{•� e L f—.9 L 1� �, a 750+ c \'J Id c # 161, MIN 4,a 4 GRAM & BENTONITE {SEAL STRIPS- APPLY A OUTLINED IN THE BUILDERS GUIDE. e D MIN FBI D NOT LESS THAN 6" A 1 qr 6' MIN L # 4" MIN REQ ON ALL FLOOR PIPING A a a FLOOR PENETRATION WITH ANTI —VORTEX SCALE NOT TO SCALE 1 PIPE �I PENETRATION � 1 PIPEILI PENETRATION GRAY & BENTONITE �6'-0" OR LESS-1 SEAL STRI"GUIDE- T__ AS OUTLIN4"MIN BUILDE8 ,y a ffl °-• 18' MIN.Li PIPE PENETRATION FLOOR PENETRATION LAI OFF PLf, 1 r %.jrnlvl 1\I i LATCH PLATE BOTTOM CAGE RING .tip DOCFR PLATE L. SCALE: NOT TO SCALE 'OP LADDER iSSEtMBL 1 flhkJi O�Y1"T`Ytki LADDER ASSEMBLY LOCKING LADDER DOOR 1 ' LACER CAGE ASSEMBLY SCALE: NOT TO SCALE 4 4 e 4 a FOOTING O-D- TANK FOUNDATION SHEET SHEET NOTES 1. H IGH WATER ALARM (HWA) AND LOW WATER ALARM (LUIWA) SHALL BE AN#NUNCIATE1) AT THE FIRE PUMP CONTROL PANEL OR LOCATIION DETERMINED BY THE OWNER- 2, PROVIDE TEMPERATURE SENSOR TO MEASURE CRITICAL WATER TEMPERATURE AS REQUIRED BY NFPA 20. TEMPERATURE SHALL BE MONITORS-D AT THE FIRE PJMP CONTROL PANEL OR 1_OCAT[ON DETERMINED BY THE OWNER. 3. FLOAT SWITCHES (NON -MERCURY TYPE) SHALI~ BE USED TO MONITOR H WA AND LWA 4- PROVIDE PRESSURE TRANSDUCER TO MONITOR TANK LEVEL, 5. PROVIDE TWO HILLSIDE- NOZZLES FOR INSTILLATION OF OF FLOAT SWITCHES- 6, ALL PIPE UNDER TANK SLAB AND WITHIIN 5' OF TANK SHELL SHALL BE CLASS 52 DUGTiLE IRON. NOTES: 1, HIGH WATER ALARM (HWA) AND LOW WATER ALARM (LWA) SHALL BE ANNUNCIATED AT THE FIRE PUMP CONTROL, PANEL - OR LOCA71ON DETERMINED BYTHE OWNER;- 2. PROVIDE TEMPERATURE SENSOR TO MEASURE CRITICAL WATER TEMPERATURE AS REQUIRED BY NFPA 20. TEMPERATURE SHALL BE MONITORED AT THE FIRE PUMP CONTR0L PANEL OR LOCATION DETE[2MINE BY THE OWNER. 3- FLOAT S WITCHES (NON -MERCURY TYPE) SHALL BE USED TO MONITOR HWA AND LWA, 4, PROVIDE PRESSURE TRANSDUCER TO MONITOR TANK LEVEL - 5- PROVIDE TWO HILLSIDE NOZZLES FOR INSTALLATIDN OF FLOAT SWITCHES. 6. ALL PIPE UNDER TANK SLOB AND WITHIN 6' OF TANK SHELL SHALL 6E DUCTILE IRON CLASS 52. ROOF MANWAY COVEF CAST ALUM INW GASKET, NEOPRENE 112" X 2" STAINLESS - STEEL HEX HD CAP SCREW FASTENER SET PLILLEY ASSEMBLIES GAUGE BOAR[ CABLE CLAMP INDICATOR HANDLE STAINLESS STEEL 1l4" STAINLESS STEEL LOG NU7 5{8"' 3" STAINLESS ST>=EL iEX HD OAP SCREW il8" STAINLESS STEEL HEX NUT — CLAMP CAST ALUMINUM ROOF MANWY SCALE- NOT TO SCALE KNUCKLE Ri SHOWN OAT CABLE UIOE WIRES %T GUIDE WIRE TEN3I0NERS FRONT VIEW SECTIONAL VIEW INSIDE VIEW LIQUID LEVEL INDICATOR SCALE; NOT TO SCALE 'TOM ANCHOR NOTE: TANK HATCHES, OTHER ACCESSI ROTATED F03 C OVERFLOW ELE= ALTITUIDE VALVE SHUT F�F ELEY OVERFLOW PIPE SCREENED OVERFLOW SPLASH BLOCK C f ■ mumm.1fiCmm Fa RE STORAGE TANS( PLAN SCALE' NOT TO SCALE LADDER & SAFETY CAGE KIT fCTCi] F1CC 01 JS TCfI OIJ 6Cf11 IICCIJCRIT FIRE STORAGE TANK ELEVATION SCALE NOT TO SCALE OW WITH #24 RDSCREEN JCRETE ASHBLOK CAGE FFE .00 E +c ° rn - E cc �++ > I lu Lu LuT � CC16a2M 90 — rw u CC no A" �" *r o� 0 w� s O O W uJ x u a m 0 D 0 r 0 c� u Lu z O w LU DATE 311116 DRAWN BY DESIGNED BY 8. STRICKL ND CHECKED BY E. ,STRICKL ND SCALE ui I u !JJ 1J 1� ul W U- Lu Ljj uj rn UL J06 NG} SHEET 01 �1 FP-4 r. T << NOTE: APPURTENANCES SHOWN OUT OF ROTATION FOR CLARITY HEAT TRACE & INSULATE �� TOP OF TANK 4" 90' BEND o (IP ) 4" MIN_ 4" DUCTILE ui � ZI IRON FILL PIPE jm�_: � � (IPSti FOR OVERFLOW LEVELS t- o � SEE SECTION THIS SHEET 0 v Z W T ,id � CC 56 9 r 900 BEND :: 9 O z (1PS) W � s+ 8" PVC ar Jkrl"I O S' ° SEND CC u OVERFLOW FLARED (#PS) z � PIPE (IPS) � Lu VE RFLOW ANFILL DETAIL w SCALE. NOT TO SCALE � 00 Of Nil w� vi s O O SEE ENLARGED DETAIL "A" ui W > LU W � d ROUND ACCESS m DAVIT WELDMENT� DOOR SHEET GLASS-FUSED-TC , TEFL DATE D 311116 OUTER REINFORCING PLATE 0 ti GLASS -FUSEL} -TO -STEEL DRAWN BY NECK WELDMENT 1, MARSHALL GASKET DESIGNED By D4QR PLATE S. STRICKiA D I A IWAY ACCESS DOOR CHECKED By SCALE: NOT TO SCALE I 8..STRICKi,4 4A SCALE EYE BOLT VVITH (2) 1l2' HEX NUTS __.. DAVIT IVELD11ENT 4" DOOR: (1) 11 " " LONG HHCS, (1) � 1?2" NUT, AND (1) SPECIAL HEX WASHER_ 4k DOOR ( 0) 1Z X 1-3f4" LONG HHCS, # (1) 112" NUT, AND (1) 10 WASHER. DOOM PLATE ENLARGED DETAIL "A" T REMOVE THE (4) FASTENERS. SPRINGS, � AND THE TOP COVER TO OBTAIN ACCESS TO THE TANK INTERIOR. RE -INSTALL AFTER MOUNTING TFE VENTILATOR ONTO0 � THE ROOF CAP. APPROX IMATE.LY 114" (4 THREADS) BELOW NUT AFTER INSTALLATION. DO _ NOT OVER TIGHTEN. 4) 1 "' LONG STRUCTURE BOLT SETS. BOLT < � HEADS TO BE ON THE INSIDE OF THE TANK � � ui _ APPLY SEALER BETWEEN THE � ROOF CAP AND -HE GRAVITY VENTILATOR MOUNTING FLANGE AS L ROOF CAP OUTLINED IN THE GUILDERS GUIDE � O e W U a GRAVITY VENTILATOR GENERAL CONSTRUCTION ROOF CAP cr 2D� o HOUSING COVER AND SUPPORT MEMBER -ALUMINUM � Lu Ljj 20 INSERT SCREEN - 23 TO 25 FLESH .0135"!_0145"DIA. POLYESTER ItiAGNOFILAMENT WIRE BIRD SCREEN - .063 THICK A_UMINUM, .5 X .75 EXPANDED MESH 1--4 � c L �a-71 '2O �tfr Q 'S o v M � J06 NG} TANS{ VENT � 1 SCALE: NOT TO SSE R SHEET NG. = 8 � FP- L VENT CAPACITY CHART VENT THROAT 3.14 SQUARE FEET DIAMETER VELOCITY FRFA 400 500 B00 700 800 900 0. 0 00 L0 (36 c6 0 N Q 3 a� a� U c� 0 0 J 0 n (D V) n LU Ui N 0 Ln a� C- V)i (y) 0 i n U 0 0 i a� 4- U 0 0 N 0 i �o 0 00 FA (1) MAGNOLIA GRANDIFLORA O0- �O�- •'0 43 (4) MAGNOLIA VIRGINIANA "l/�/! 449 � —...,.— — —1v . (])MAGNOLIA GRANDIFLORA �r CEP PLANTING PLAN SCALE: 1 " = 20'-0" (16) JUNIPERUS VIRGINIANA, DOUBLE STAGGERED & SPACED 15' O.C. BETWEEN EXISTING CEDARS (1) BETULA NIGRA (2) PLATANUS OCCIDENTALIS �\ KESWICK GOLF DRIVING RANGE (22) VIBURNUM RHYTIDOPHYLLUM, DOUBLE STAGGERED & SPACED 10' O.C. (1) MAGNOLIA GRANDIFLORA (1) MAGNOLIA VIRGINIANA QQ GOLF CART STAGING AREA Planting Schedule Quantity Units Scientific Name Common Name Size 27 pcs MEDIUM CALIPER TREE 1 Betula nigra River birch 3" cal. B&B, multi stem 16 Juniperus virginiana Eastern Red Cedar 4" cal. B&B 3 Magnolia grondiflora Southern Magnolia 4" cal. B&B 5 Magnolia virginiana Sweet Bay Magnolia 3" cal. B&B, multi stem 2 Platanus occidentalis American Sycamore 6" cal. B&B 22 pcs SHRUB SCREEN 22 Viburnum rhytidophyllum Leatherleaf Viburnum 7gal. 3067 sf BIORETENTION 50% Shrubs 25% Perennials 25% Grasses Amsonio tobernaemontona Carex stricto Cephalanthus occidentalis Cornus sericeo Elymus virginicus Eupatorium purpureum Hamamelis virginiana Ilex verticillata Iris versicolor Sorghastrum nutons Vernonia noveboracensis 7350 sf VEGETATED SCREEN 50% Shrubs 25% Perennials 25% Grasses 3768 Aquilegia canadensis Baptisia tinctoria Carex pensylvanica Chasmanthium latifolium Ilex glabra Myrica cerifera Rhus aromatica 'Gro-Low' Sporobollis heterolepis Viburnum rhytidophyllum sf LAW N 452 829 1658 829 CEP PLANTING SCHEDULE Blue Star 1 gal. Tussock sedge 1 gal. Buttonbush 7 gal. Red -Osier Dogwood 7 gal. Virginia Wild Rye 1 gal. Sweetscented Joe Pye Weed 1 gal. Witch Hazel 7 gal. Winterberry 7 gal. Blue Flag Iris 1 gal. Indian Grass 1 gal. New York Ironweed 1 gal. Columbine 1 gal. Wild Indigo 1 gal. Pennsylvania Sedge 1 gal. Northern Sea Oats 1 gal. Inkberrry 7 gal. Wax Myrtle 7 gal. Fragrant Sumac 7 gal. Prairie Dropseed 1 gal. Leatherleaf Viburnum 7gal. (D EXISTING TREE TO REMAIN EXISTING LARGE OAK TO REMAIN + PROPOSED TREE + PROPOSED SHRUB 0 0 o VEGETATED SCREEN - 7350 SF 0 0 o BIORETENTION - 3067 SF LAWN - 3768 SF Festuca arundinacea Tall Fescue 12% Festuca ovina var. duriuscula Hard Fescue 22% Festuca rubra Creep Red Fescue 44% N Festuca rubra sub. Commutata Chewings Fescue 22% NELSON BY R DOEME WOLTZ LA N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 07.20.18 CEP STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING PLAN AND SCHEDULE DATE: J U LY 20, 2018 SCALE: AS NOTED DRAWING NUMBER L 1,000 SCALE: NTS SEE PLANT LISTS FOR SPACING PERENNIAL AND GROUNDCOVER PLANTING DETAIL SCALE: 1 /4" = 1'-0'' FINISHED GRADE 2" DOUBLE -SHREDDED HARDWOOD MULCH EXCAVATE & TILL SOIL TO 12'' MIN DEPTH & AMEND NATIVE SOIL W/ 25% DECOMPOSED ORGANIC COMPOST SUBGRADE 12" WIDTH FOR GROUNDCOVERS, 18" WIDTH FOR SMALL SHRUBS 24'' WIDTH FOR LARGE SHRUBS ARRAY PLANTINGS IN OFFSET GRID AS SHOWN IF NOT OTHERWISE SHOWN ON PLANTING PLAN PLANT BED CURB OR EDGE OF PAVEMENT r4' PERENNIAL AND GROUNDCOVER PLANTING LAYOUT o L2.00 SCALE: 1 /2" = 1'-0" LO 0 0 00 0 N r\ 0 a� 0 0 0 0 N J / n LJJ A. 0 Ln a� a� Vi (y) 0 / n Q U / 0 0 / 4- U 0 0 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST 2 B & B SHRUB PLANTING DETAIL L2.00 SCALE: 1 /2" = 1'-0" WAVIER. ' J G 2''x2''x6' MIN. HARDWOOD STAKES. USE 2 STAKES PER TREE AND SET OUTSIDE ROOT PACKAGE 2''-3'' DOUBLE SHREDDED HARDWOOD MULCH, TAPER AT TRUNK. MULCH TO WITHIN 2" OF TRUNK IN PLANTING AREAS. REMOVE ALL WIRE & y STRING FROM ROOTBALL —III \VAV A\A\\A\\A\VA AND ALL BURLAP FROM TOP 2,3 OF ROOTBALL 1 111 I I �� \\LAVA AAVA�AVAAAVAAA 11= NATIVE BACKFILL SOIL \VAA AMENDED WITH 15% \ 11 1=III IIIIII=III \ - ORGANIC COMPOST =III III _ 1 1_\ IIII \I \=1 \ 1=III III=1=III COMPACT suBsolL 11 11 III —III III III III III III III TO FORM PEDESTAL \ II II II II II II II II II II II II II II II II II II II II II II II II II II II TO PREVENT SETTLING 3 X ROOTBALL DIAMETER MINIMUM r5'� TREE PLANTING DETAIL L2.00 SCALE: 1 /2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING WEBBED STRAPPING, ARBORTIE OR APPROVED EQUIV., LOOPED TO TRUNK. (2) PER TREE. NAIL OR STAPLE TO STAKE. SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6'' TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15% DECOMPOSED ORGANIC COMPOST (_3CONTAINER SHRUB PLANTING DETAIL L2.00 SCALE: 1 /2" = 1'-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following, items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauipment Operation and Storage: ® Heavy equipment. vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Storm-,vater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires. ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchin, and Tunneling: When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIG RE aura Z (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 6 CONSERVATION PLAN CHECKLIST L2.00 SCALE: NTS NELSON BY R DOEME WOLTZ LA N D S C A PE ARCHITECTS 310 East Market Street Charlottesville VA 22902 T 434.984.1358 F 434.984.4158 www.nbwla.com NO. Date Issues/Revisions 1 07.20.18 CEP STAMP PROJECT NAME KESWICK HALL LANDSCAPE ALBEMARLE COUNTY, V I R G I N I A CENTRAL ENERGY PLANT AREA PROJECT NO.: KSH 1806 DRAWN BY: CP, MF CHECKED BY: EG, CP DRAWING TITLE PLANTING DETAILS DATE: J U LY 20, 2018 SCALE: AS SHOWN DRAWING NUMBER N O �0 O 00 2 cry II L2000